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HomeMy WebLinkAbout2016 12 21NOTICE AND CALL OFA SPECIAL MEETING OF THE CITY COUNCIL TO THE MEMBERS OF THE AFOREMENTIONED AGENCIES AND THE CITY CLERK OF THE CITY OF BALDWIN PARK NOTICE IS HEREBY GIVEN that a Special Meeting is hereby called to be held on WEDNESDAY, DECEMBER 21, 2016 at 5:30 PM. at City Hall — 3rd Floor Conference Room 307, 14403 East Pacific Avenue, Baldwin Park, CA 91706. Said Special Meeting shall be for the purpose of conducting business in accordance with the attached Agenda. NO OTHER BUSINESS WILL BE DISCUSSED Dated: December 15, 2016 AFFIDAVIT OF POSTING Manuel Lozano Mayor I, Alejandra Avila, City Clerk of the City of Baldwin Park, certify that I caused the aforementioned Notice and Call of a Special Meeting to be delivered via email (hard copy to follow) to each Member and e-mail to the San Gabriel Valley Tribune, and that I posted said notice as required by law on December 15, 2016. Alejandra Avila City Clerk AGENDA BALDWIN PARK CITY COUNCIL SPECIAL MEETING Please note time and DECEMBER 21, 2016 o�at�on 5:30 PM CITY HALL — 31 Floor, Conference Room 307 14403 EAST PACIFIC AVENUE BALDWIN PARK, CA 91706 (626) 960-4011 co Z ,,956- X 607'H 1 IV ERSA Manuel Lozano - Mayor Monica Garcia - Mayor Pro Tem Cruz Baca - Councilmember Ricardo Pacheco - Councilmember Susan Rubio - Councilmember PLEASE TURN OFF CELL PHONES AND PAGERS WHILE MEETING IS IN PROCESS POR FA VOR DE APA GAR SUS TELEFONOS CELULARES Y BEEPERS DURANTE LA JUNTA PUBLIC COMMENTS COMENTARIOS DEL PUBLICO The public is encouraged to address the City Se invita al publico a dirigirse al Concilio o cualquiera Council or any of its Agencies listed on this otra de sus Agencias nombradas en esta agenda, agenda, but only on any matter posted on this para hablar solamente sobre asunto publicado en esta agenda. If you wish to address the City Council agenda. Si usted desea la oportunidad de dirigirse al or any of its Agencies, you may do so during the Concilio o alguna de sus Agencias, podra hacerlo PUBLIC COMMUNICATIONS period noted on durante el periodo de Comentarios del Publico the agenda. Each person is allowed three (3) (Public Communications) anunciado en la agenda. A minutes speaking time. A Spanish-speaking cada persona se le permite hablar por tres (3) interpreter is available for your convenience. minutos. Hay un interprete para su conveniencia. CITY COUNCIL SPECIAL MEETING — 5:30 P.M. CALL TO ORDER ROLL CALL: Council Members: Cruz Baca, Ricardo Pacheco, Susan Rubio, Mayor Pro Tem Monica Garcia and Mayor Manuel Lozano PUBLIC COMMUNICATIONS Three (3) minute speaking time limit Tres (3) minutos sera el limite para hablar THIS IS THE TIME SET ASIDE TO ADDRESS THE CITY COUNCIL PLEASE NOTIFY THE CITY CLERK IF YOU REQUIRE THE SERVICES OF AN INTERPRETER No action may be taken on a matter unless it is listed on the agenda, or unless certain emergency or special circumstances exist. The legislative body or its staff may: 1) Briefly respond to statements made or questions asked by persons; or 2) Direct staff to investigate and/or schedule matters for consideration at a future meeting. (Government Code §54954.21 ESTE ES EL PERIODO DESIGNADO PARA DIRIGIRSE AL CONCILIO FAVOR DE NOTIFICAR A LA SECRETARIA SI REQUIERE LOS SERVICIOS DEL INTERPRETE No se podra tomar accion en alg(jn asunto a menos que sea incluido en la agenda, o a menos que exista alguna emergencia o circunstancia especial. El cuerpo legislativo y su personal podran: 1) Responder brevemente a declaraciones o preguntas hechas por personas, o 2) Didgir personal a investigar y/o fijar asuntos para tomar en consideracion en juntas proximal. (Codigo de Gobierno §54954.21 CALL TO ORDER RECESS TO CLOSED SESSION 1. PUBLIC EMPLOYEE APPOINTMENT Pursuant to Government Code Section 54957: Human Resources Manager RECONVENE TO OPEN SESSION/STUDY SESSION 2. PRESENTATION REGARDING MEDICAL CANNABIS CULTIVATION Presentation by City Attorney Robert N. medical purposes within City jurisdiction RECESS TO CLOSED SESSION Tafoya regarding cultivation of cannabis for 3. CONFERENCE WITH LEGAL COUNSEL—EXISTING LITIGATION Pursuant to paragraph (1) of subdivision (d) of Government Code Section 54956.9: Case Name: Ricardo Pacheco v Greg S. Tuttle, Case No. KS019694 Case Name: Manuel Lozano v Greg S. Tuttle, Case No. KS019719 Case Name: Monica Garcia v Greg S. Tuttle, Case No. KS019720 4. CONFERENCE WITH LEGAL COUNSEL—ANTICIPATED LITIGATION Significant exposure to litigation pursuant to paragraph (2) of subdivision (d) of Government Code Section 54956.9: Potential Case(s): Two (2) RECONVENE IN OPEN SESSION REPORT FROM CLOSED SESSION ADJOURNMENT CERTIFICATION I, Alejandra Avila, City Clerk of the City of Baldwin Park hereby that, certify under penalty of perjury under the laws of the State of California, the foregoing agenda was posted on the City Hall bulletin board not less than 24 hours prior to the meeting on December 15, 2016. Alejandra Avila City Clerk PLEASE NOTE: Copies of staff reports and supporting documentation pertaining to each item on this agenda are available for public viewing and inspection at City Hall, 2nd Floor Lobby Area or at the Los Angeles County Public Library in the City of Baldwin Park. For further information regarding agenda items, please contact the office of the City Clerk at (626) 960-4011 ext. 466 or e-mail aavilaabaldwinnark.com. In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, please contact the Public Works Department or Risk Management at (626) 960-4011. Notification 48 hours prior to the meeting will enable staff to make reasonable arrangements to ensure accessibility to this meeting. (28 CFR 34.102.104 ADA TITLE ll) /=� BALDWIN PARK CITY COUNCIL REGULAR MEETING DECEMBER 21, 2016 7:00 PM COUNCIL CHAMBER 14403 E. Pacific Avenue Baldwin Park, CA 91706 (626) 960-4011 Manuel Lozano - Mayor Susan Rubio - Mayor Pro Tem Cruz Baca - Council Member Monica Garcia - Council Member Ricardo Pacheco - Council Member PLEASE TURN OFF CELL PHONES AND PAGERS WHILE MEETING IS IN PROCESS POR FAVOR DE APAGAR SUS TELEFONOS CELULARES Y BEEPERS DURANTE LA JUNTA PUBLIC COMMENTS The public is encouraged to address the City Council or any of its Agencies listed on this agenda on any matter posted on the agenda or on any other matter within its jurisdiction. If you wish to address the City Council or any of its Agencies, you may do so during the PUBLIC COMMUNICATIONS period noted on the agenda. Each person is allowed three (3) minutes speaking time. A Spanish speaking interpreter is available for your convenience. COMENTARIOS DEL PUBLICO Se invita al publico a dirigirse al Concilio o cualquiera otra de sus Agencias nombradas en esta agenda, para hablar sobre cualquier asunto publicado en la agenda o cualquier tema que este bajo su jurisdiccion. Si usted desea la oportunidad de dirigirse al Concilio o alguna de sus Agencias, podra hacerlo durante el periodo de Comentarios del Publico (Public Communications) anunciado en la agenda. A cada persona se le permite hablar por tres (3) minutos. Hay un interprete para su conveniencia. vIAaf vvOl en public record re k")�� ing f0 lfe;rm for ,gra Open Session Of re; r`fElku rnee; inn Of ffreFP^ i,rff (""OElncil h"' r i frlbuE ed f0 Y'le f,rr`f' (""OEIAacil /ess 7"fE;a rraeeinn vvrfl be for public rAaspecfion at f,Ill' ll all in tt�ae f;Il„� f,le, at's office at 14403 C . l I aa,Aflr, Avenue, 3,,,d duf'ing norn"I al 1,, usAirarWti s t�aow'Wtir (fErlaaiar ra� 1 'lf 0 ,r rn , 6 00 p rn ) CITY COUNCIL REGULAR MEETING — 7:00 PM CALL TO ORDER INVOCATION PLEDGE OF ALLEGIANCE ROLL CALL Council Members: Cruz Baca, Ricardo Pacheco, Monica Garcia, Mayor Pro Tem Susan Rubio and Mayor Manuel Lozano REPORT FROM CLOSED SESSION ANNOUNCEMENTS This is to announce, as required by Government Code section 54952.3, members of the City Council are also members of the Board of Directors of the Housing Authority and Finance Authority, which are concurrently convening with the City Council this evening and each Council Member is paid an additional stipend of $30 for attending the Housing Authority meeting and $50 for attending the Finance Authority meeting. PROCLAMATIONS, COMMENDATIONS & PRESENTATIONS CENTER MEDIAN LANDSCAPING IMPROVEMENTS — STATUS UPDATE Presentation by Lacey Withers, Withers and Sandgren, to provide an update the City's Center Medial Landscaping Improvements Project. CITY TRANSPORTATION STATUS UPDATE — BUSSES AND TROLLEYS Presentation by Sam Gutierrez, Interim Director of Public Works, to provide an update on bus and trolley services in Baldwin Park. COMPRESSED NATURAL GAS (CNG) STATION PROJECT — STATUS UPDATE Presentation by Sam Gutierrez, Interim Director of Public Works, to provide an update on the proposed CNG station installation project. City Council Agenda Page 2 PUBLIC COMMUNICATIONS Three (3) minute speaking time limit Tres (3) minutos sera el limite para hablar THIS IS THE TIME SET ASIDE TO ADDRESS THE CITY COUNCIL PLEASE NOTIFY THE CITY CLERK IF YOU REQUIRE THE SERVICES OF AN INTERPRETER No action may be taken on a matter unless it is listed on the agenda, or unless certain emergency or special circumstances exist. The legislative body or its staff may: 1) Briefly respond to statements made or questions asked by persons, or 2) Direct staff to investigate and/or schedule matters for consideration at a future meeting. [Government Code §54954.2] ESTE ES EL PERIODO DESIGNADO PARA DIRIGIRSE AL CONCILIO FAVOR DE NOTIFICAR A LA SECRETARIA SI REQUIERE LOS SERVICIOS DEL INTERPRETE No se podra tome accion en algOn asunto a menos que sea incluido en la agenda, o a menos que exista algana emergencia o circunstancia especial. El cuerpo legislativo y su personal podran: 1) Responder brevemente a declaraciones o preguntas hechas por personas, o 2) Dirigir personal a investigar y/o fijar asuntos para tomar en consideracion en juntas proximas. [Codigo de Gobierno §54954.2] CONSENT CALENDAR All items listed are considered to be routine business by the City Council and will be approved with one motion. There will be no separate discussion of these items unless a City Councilmember so requests, in which case, the item will be removed from the general order of business and considered in its normal sequence on the agenda. 1. WARRANTS AND DEMANDS Staff recommends that Council ratify the attached Warrants and Demands Register. 2. TREASURER'S REPORT — OCTOBER 2016 Staff recommends that Council receive and file the Treasurer's Report. 3. APPROVE THE AWARD OF BID, CITY PROJECT NO. 2016-0165, MEDIAN LANDSCAPE IMPROVEMENTS PROJECT, CIP PROJECT NO. 23, TO YAKAR GENERAL CONTRACTORS, INC. Staff recommends that Council approve and award the contract to Yakar General Contractors, Inc., in the amount of $1,587,744.30, and authorize the Mayor to execute the contract for City Project No. 2016-0165 - Center Median Landscape Improvements. 4. ACCEPT AND AUTHORIZE THE FILING OF A NOTICE OF COMPLETION FOR CITY PROJECT NO. 2016-0123 TRAFFIC SIGNAL INSTALLATION AT LOS ANGELES STREET AND HORNBROOK AVENUE Staff recommends that Council 1. Accept the construction improvements by PTM General Engineering Services, Inc., and authorize the recordation of a Notice of Completion; and 2. Authorize the payment of $10,207.11 in retention funds to PTM General Engineering Services, Inc., upon expiration of the 35 -day notice period. 5. CITY OF BALDWIN PARK SB 1693 BUSINESS IMPROVEMENT TAX (BIT) FUND ANNUAL FINANCIAL REPORT FOR FISCAL YEAR ENDED JUNE 30, 2016 Staff recommends that Council receive and file the SB1693 Business Improvement Tax (BIT) Fund Annual Financial Report for the Fiscal Year ended June 30, 2016. City Council Agenda Page 3 6. AUTHORIZATION TO PURCHASE POLICE DEPARTMENT VEHICLES WITH AQMD GRANT FUNDS Staff recommends that Council: 1. Accept the recommended bid from Wondries Ford for the purchase of three (3) vehicles; and 2. Authorize the Police Department to work in conjunction with the Public Works Department to purchase all new vehicles; and 3. Authorize the Acting Chief of Police, or his designee, to complete all appropriate documentation to complete the purchases. 7. SECOND READING OF ORDINANCE NO. 1394, AN AMENDMENT TO SECTION 153.170.105 OF THE CITY'S MUNICIPAL CODE RELATING TO BILLBOARDS AND ORDINANCE NO. 1395, AUTHORIZING THE CITY TO ENTER INTO A DEVELOPMENT AGREEMENT WITH BULLETIN DISPLAYS, LLC Staff recommends that Council adopt Ordinance Nos. 1394 and 1395 on second reading, read by title only, and waive any further reading thereof. 8. APPROVAL OF A DESIGN SERVICES AGREEMENT WITH SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY (SCRRA) METROLINK AND AMENDMENT OF CURRENT AGREEMENT WITH EVAN BROOKS ASSOCIATES FOR DESIGN OF A TRAFFIC SIGNAL AND QUITE ZONE CROSSING IMPROVEMENTS, CAPITAL IMPROVEMENT PROJECT (CIP) NOS. 31 AND 32 (PACIFIC AVENUE AND BOGART AVENUE) Staff recommends that Council - 1 . ouncil:1. Approve an agreement with Southern California Regional Rail Authority (SCRRA) for railroad design review services and authorize the Mayor to execute the agreement in an amount not to exceed $50,000; and 2. Approve the amendment to the existing consultant agreement with Evan Brooks and Associates (EBA) for design of a traffic signal and Quite Zone Improvements and authorize the Mayor to execute the amended agreement in an amount not - to -exceed $45,000; and 3. Authorize staff to process past due invoices related to services provided under the current agreement with Evan Brooks and Associates (EBA) in the amount of $24,568. REPORTS OF OFFICERS 9. A REQUEST FOR CONSIDERATION OF A MITIGATED NEGATIVE DECLARATION OF ENVIRONMENTAL IMPACT, A GENERAL PLAN AMENDMENT, ZONE CHANGE, TENTATIVE TRACT MAP TO SUBDIVIDE FOUR (4) PROPERTIES INTO FORTY-EIGHT (48) PROPERTIES AND A SPECIFIC PLAN FOR THE DEVELOPMENT OF A 47 UNIT SINGLE-FAMILY DETACHED GATED CONDOMINIUM PROJECT AND ONE (1) COMMON LOT (LOCATION: 14837-14839 PACIFIC AVENUE; ASSESSOR'S PARCEL NUMBERS: 8438-015- 037, -043, -047, -059, -065 THROUGH -103, -060, -061, -062, -105; APPLICANT: CAL 33 PARTNERS, LLC; CASE NUMBERS: AGP-118, Z-555, SP 16-01, AND TM -73354.) City Council Agenda Page 4 Staff and the Planning Commission recommend that the Council: 1) Adopt Resolution 2016-158 entitled, "A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BALDWIN PARK APPROVING AND ADOPTING THE MITIGATED NEGATIVE DECLARATION OF ENVIRONMENTAL IMPACT FOR A GENERAL PLAN AMENDMENT, A ZONE CHANGE, A SPECIFIC PLAN TO FACILITATE THE DEVELOPMENT OF A 47 -UNIT SINGLE-FAMILY DETACHED GATED CONDOMINIUM PROJECT, AND FOR A TENTATIVE TRACT MAP. (LOCATION: 14837-14839 PACIFIC AVENUE; ASSESSOR'S PARCEL NUMBERS: 8438-015-037, -0437 -0477 -0597 -065 THROUGH -103, -0607 - 061, -0627 -105; APPLICANT: CAL 33 PARTNERS, LLC; CASE NUMBERS: AGP-118, Z-5557 TM -73354, AND SP 16-01);" and 2) Adopt Resolution 2016-159 entitled, "A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BALDWIN PARK ADOPTING THE FINDINGS OF FACT AND APPROVE A GENERAL PLAN LAND USE MAP AMENDMENT, A TENTATIVE TRACT MAP, AND A SPECIFIC PLAN TO SUBDIVIDE FOUR LOTS INTO FORTY-EIGHT FOR A 47 -UNIT DETACHED GATED CONDOMINIUM PROJECT AND ONE COMMON LOT WITHIN THE R -G (RESIDENTIAL GARDEN) AND MU -2 (MIXED USE 2) ZONES (LOCATION: 14837-14839 PACIFIC AVENUE; ASSESSOR'S PARCEL NUMBERS: 8438-015-037, -0437 -0477 -0597 -065 THROUGH -103, -0607 -0617 -0627 -105; APPLICANT: CAL 33 PARTNERS, LLC; CASE NUMBERS: AGP-118, Z-555, TM -73354, AND SP 16-01);" and 3) Introduce for first reading, by title only and waive further reading, Ordinance 1393, entitled, "AN ORDINANCE OF CITY COUNCIL OF THE CITY OF BALDWIN PARK ADOPTING THE FINDINGS OF FACT AND APPROVING A ZONE CHANGE FROM RG/PD (RESIDENTIAL GARDEN PLANNED DEVELOPMENT) AND MU -2 (MIXED-USE 2) TO R- 3 (HIGH DENSITY RESIDENTIAL) AND TO APPLY THE SPECIFIC PLAN (SP) OVERLAY TO THE PROPERTY IDENTIFIED WITH ASSESSOR PARCEL NUMBERS 8438-015-037, -059, -043, AND -047 (APPLICANT: CAL 33 PARTNERS, LLC; CASE NUMBER Z-555)." CITY COUNCIL / CITY CLERK / CITY TREASURER / STAFF REQUESTS & COMMUNICATIONS Mayor Lozano is requesting City Council clarification and consensus on the previous tabling of the investigation and the referral of the matter to District Attorney. City Council Agenda Page 5 ADJOURNMENT CERTIFICATION I, Alejandra Avila, City Clerk of the City of Baldwin Park hereby certify that, under penalty of perjury under the laws of the State of California, the foregoing agenda was posted on the City Hall bulletin board not less than 72 hours prior to the meeting. Dated this 15th day of December, 2016. Alejandra Avila City Clerk PLEASE NOTE: Copies of staff reports and supporting documentation pertaining to each item on this agenda are available for public viewing and inspection at City Hall, 2nd Floor Lobby Area or at the Los Angeles County Public Library in the City of Baldwin Park. For further information regarding agenda items, please contact the office of the City Clerk at (626) 960-4011 ext. 466 or via e-mail at aavila(Er baldwinpark.com. In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, please contact the Public Works Department or Risk Management at (626) 960-4011. Notification 48 hours prior to the meeting will enable staff to make reasonable arrangements to ensure accessibility to this meeting. (28 CFR 34.102.104 ADA TITLE II) City Council Agenda Page 6 +-STAFF REP{ ITEM NO. TO: Honorable Mayor and City Councilmembers FROM: Rose Tam, Director of Finance (� DATE: December 21, 2016 SUBJECT: WARRANTS AND DEMANDS. SUMMARY Attached is the Warrants and Demands Register for the City of Baldwin Park to be ratified by the City Council. FISCAL IMPACT The payroll for the last period was $416,872.74 and the attached General Warrants Register were $1,028,153.19 for a total amount of $1,445,025.93. LEGAL REVIEW None required. RECOMMENDATION Staff recommends that the City Council ratify the attached Warrants and Demands Register. BACKGROUND The attached Claims and Demands report format meets the required information as set out in the California Government Code. Staff has reviewed the requests for expenditures for the appropriate budgetary approval and for the authorization from the department head or its designee. Pursuant to Section 37208 of the California Government Code, the Chief Executive Officer or his/her designee does hereby certify to the accuracy of the demands hereinafter referred. Payments released since the previous City Council meeting and the following is a summary of the payment released: 1. The payroll of the City of Baldwin Park consist of check numbers 198348 to 198383. Additionally, Automated Clearing House (ACH) Payroll deposits were made on behalf of City Employees from control number 252487 to 252741 for the period of November 06, 2016 through November 19, 2016, inclusive; these are presented and hereby ratified in the amount of $416,872.74. 2. General Warrants, including check numbers 212879 to 213122, in the total amount of $1,028,153.19 constituting of claims and demands against the City of Baldwin Park, are herewith presented to the City Council as required by law, and the same hereby ratified. H Y H H H r r Y Y N N N N N N N N N N N N N N Y H r r Y Y H Y Y H Y r r Y N N N N N N NN N N N N00 N N 00 0D 00 00 00 00 03 00 co co OD 00 m w w kD CC) 00 03 00 00 OD 00 00 00 0 N H O ID 00 -I 01 Ln iP w N Y O 1D Y r1r F y. 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TO: Honorable Mayor and City Councilmembers FROM: Rose Tam, Director of Finance DATE: December 21, 2016 SUBJECT: TREASURER'S REPORT OCTOBER 2016 SUMMARY Attached is the Treasurer's Report for the month of October 2016. The Treasurer's Report lists all cash for the City (which includes the Baldwin Park Financing Authority), the Housing Authority, and the Successor Agency to the Community Development Commission (CDC). All investments are in compliance with the City's Investment Policy and the California Government Code. FISCAL IMPACT None LEGAL REVIEW None required. RECOMMENDATION Staff recommends that Council receive and file the Treasurer's Report for October 2016. BACKGROUND The City's Investment Policy requires the Treasurer's Report be submitted to the Mayor and City Council on a monthly basis. CITY OF BALDWIN PARK TREASURER'S REPORT 10131/2016 ESTIMATED INVESTMENT INTEREST PURCHASE MATURITY PAR CURRENT BOOK MARKET DESCRIPTION RATE DATE DATE VALUE PRINCIPAL VALUE VALUE State of California Local Agency Investment ..........Fu..nd. ........................................................ City 0.66% Varies Varies Housing Authority 0.65% Varies Varies Certificate of Deposit Capital One Bank USA NATL ASSN 1.15% 9114/2016 9/14/2018 Wells Fargo Bank NA SIOUX Falls 1.16% 9114/2016 911412018 JP Morgan Chase Bank NA Columbus 1.15% 9/16/2016 9/16/2018 Ally Bank Midvale CTF DEP ACT/365 1.15% 9117/2016 9/1712018 Fiscal Agent Funds - City Varies Varies Varies Fiscal Agent Funds - Successor Agency Varies Varies Varies $ 15,266,837.49 $ 15,266,837.49 $ 15,266,837.49 $ 15,266,837.49 13,148.90 13,148.90 13,148.90 13,148.90 15,279,986.39 15,279,986.39 15,279,986.39 15,279,986.39 245,000.00 245,000.00 245,000.00 245,026.95 245,000.00 245,000.00 245,000.00 245,073.50 245,000.00 245,000.00 245,000.00 245,056.35 245,000.00 245,000.00 245,000.00 245,019.60 980,000.00 980,176AO 980,000.00 980,000.00 2,514,284.21 2,514,284.21 2,514,284.21 2,514,284.21 2,936,967.34 2,936,967.34 2,936,967.34 2,936,967.34 21,711,237.94 $ 21,711,237.94 5,451,251.55 $ 21,711,414.34 Total Investments $ 21,711,237.94 Cash CitylChecking Money Market Plus City Miscellaneous Cash Successor Agency Housing Authority Financing Authority Investment Brokerage Total Cash Total Cash and Investments Schedule of Cash and Investments includes all financial assets as included in the Comprehensive Annual Financial Report There was no investment maturity/purchase transaction made for the month of October 2016 and several deposits/wffhdrawals were made with the Local Agency Investment Fund. In compliance with the California Government Code Section 53646 at seq., l hereby certify that sufficient Investment liquidity and anticipated revenues are available to meet the City's expenditure requirements for the next six months that all investments are in compliance to the City's Statement of Investment Policy. 3,546,183.03 5,005,610.63 29,034.47 3,135,493.28 115,202.84 0.00 166.74 11,831,690.99 S 33,542,928.93 Approved by: E=Z, Rose Tam_ Director of Finance ITEM NO. STAFF REPORT �. IsA"'�'iy ,, TO: Honorable Mayor and City Council members H, UB `THE _/ A FROM: Sam Gutierrez, Interim Director of Public Works ` DATE: December 21, 2016 SAP,frGAB(IEL y _A,L .° SUBJECT: AWARD OF BID —CITY PROJECT N0.2016-0165 CENTER MEDIAN LANDSCAPE IMPROVEMENTS CIP PROJECT NO. 23 SUMMARY This item will award the contract for City Project No. 2016-0165 — Center Median Landscape Improvements to Yakar General Contractors, Inc., in the amount of $1,587,441.30. FISCAL IMPACT This project is funded with restricted funds. There are no fiscal impacts to the General Fund. This project is included in the current Fiscal Year's Capital Improvement Program (CIP), which was approved by the City Council on September 7, 2016. The following table lists the funding available: 240 — Gas Tax $395,000 241— Surface Transportation Program $680,000 245 — Proposition C $240,000 254 — Measure R, Local Return $610,000 Total Funds Available $1,925,000 Construction Contract $1 587,441.30 -Contingency Allowance 10% $158,744.00 Construction Engineering (11%) $178,814.70 Total Funds Available $1,925,000.00 RECOMMENDATION It is recommended that the City Council: Approve and award the contract to Yakar General Contractors, Inc., in the amount of $1,587,744.30 and authorize the Mayor to execute the contract for City Project No. 2016-0165 - Center Median Landscape Improvements. BACKGROUND On April 1, 2015, Governor Brown issued an executive order that directed the State Water Board to prohibit the irrigation of ornamental turf within the public street medians. Many of the major entrances into the city, including Ramona Boulevard, Baldwin Park Boulevard and Badillo Street, and smaller streets such as Sterling Way and Amar Road have turf covered medians. Project No. 2016-0165 Center Median Landscape Page 2 In an effort to meet Governor Brown's mandate, the City Council adopted Ordinance No. 1379 adding and modifying language of the City's Municipal Code relating to water efficient landscaping consistent with the Governor's Executive Order. In addition, the City has implemented the following conservation measures: • Reduced City facility water use by more than 50% • Turned off irrigation to all median turf areas • Reduced watering of landscaping to only 3 days per week - medians and adjacent roadways, parks, and other City facilities. • Restricted watering to the hours of 5:00 p.m. and 8:00 a.m. • Require the prompt repair of water system malfunctions On May 18, 2015, the Public Works Department issued a Request for Qualifications (RFQ) for low water median landscape design services. The work to be performed included development of schematic design concepts for each center median and included presentations to both City Council and the general public. On August 5, 2015, the City Council awarded the design services agreement to Withers and Sandgren, Inc., and on October 7, 2015, at a Special Meeting, the consultant presented plant pallet alternatives for the City Council's review and guidance. On November 18, 2015, Council further reviewed the options and plant pallets and directed the consultant to narrow the plants for final selection. On January 20, 2016, the consultant presented the final plant pallet based on the Council's direction. After a brief discussion, Council approved the new plant pallet and directed staff to work with the consultant to prepare the plans and specifications. DISCUSSION On September 21, 2016, the City Council accepted the Plans and Specifications for this project and authorized staff to advertise the project to obtain construction bids. On November 23, 2016, a total of nine (9) bids were received and checked for errors, and all were determined to be valid. The following is a summary of the bids received. 1 Yakar General Contractors, Inc. Covina, CA $1,587,441.30 2 Aramexx Group, Inc. Upland, CA $1,698,561.35 3 PUB Construction, Inc. Diamond Bar, CA $1,752,709.25 4 Green Giant Landscape, Inc. La Habra, CA $1,835,747.90 5 KASA Construction, Inc. Chino, CA $1,859,323.70 6 STL Landscape, Inc. Los Angeles, CA $1,879,689.00 7 Environmental Construction, Inc. Woodland Hills, CA $2,153,133.26 8 Los Angeles Engineering, Inc. Covina, CA $2,294,430.57 9 Landscape Support Services Santa Clarita, CA $2,375,780.06 The lowest responsive bid was from Yakar General Contractors, Inc., of Covina, CA. Yakar General Contractors posses an active Class A California Contractor's License as required for the project. The Project No. 2016-0165 Center Median Landscape Paee 3 City has checked and verified references and recommends that the City Council move forward with the award of contract for this project. If awarded, the project construction will commence in late January 2017 and will be completed in April 2017. LEGAL REVIEW None Required. ATTACHMENTS None Required. STAFF REPORT TO: .0u DATE: ITEM NO. Honorable Mayor and City Council members Sam Gutierrez' Interim Director of Public Works December 21, 2016 MI SUBJECT: ACCEPT AND AUTHORIZE THE FILING OF A NOTICE OF COMPLETION FOR CITY PROJECT NO. 2016-0123 TRAFFIC SIGNAL INSTALLATION AT LOS ANGELES STREET AND HORNBROOK AVENUE SUMMARY This item will accept the work completed on this project, close the contract, and authorize the filing of a Notice of Completion with the County Clerk. This project installed a new traffic signal at the intersection of Los Angeles Street and Hornbrook Avenue. The project also included concrete sidewalk, new ADA compliant access ramps, cross -gutter modifications, installing striping and pavement messages. FISCAL IMPACT This project did not use any General Funds. Total project costs were $204,142.19. Final funding details for this project are as follows: Construction Contract $196,996.00 Change Orders os. 1 thru 6 $7,146.19 Total Project Costs $204,142.19 The overall savings for this project is $22,403.81. RECOMMENDATION It is recommended that the City Council: 1. Accept the construction improvements by PTM General Engineering Services, Inc., and authorize the recordation of a Notice of Completion; and 2. Authorize the payment of $10,207.11 in retention funds to PTM General Engineering Services, Inc., upon expiration of the 35 -day notice period. BACKGROUND On February 17, 2016, the City Council approved the plans and specifications for traffic signal improvements at the intersection of Los Angeles Street and Hornbrook Avenue, and authorized staff to advertise the project for construction bids. At the same time, Council approved the allocation of funds comprised of Gas Tax and Measure R funds. On April 13, 2016, a total of three (3) bids were received and checked for errors, and all were determined to be valid. On May 4th, 2016, the City Council Notice of Completion City Project 2016-0150 — Install Traffic Signal at Los Angeles and Hornbrook Page 2 awarded the contract to PTM General Engineering Services, Inc., in the amount of $196,996 for the construction of the traffic signal improvements. DISCUSSION This project brought traffic signal improvements to the intersection of Los Angeles Street and Hornbrook Avenue, which was a non -signalized four-way stop sign controlled intersection. Traffic in this area has historically backed up to the I-605 due to the stop sign controlled intersection. A traffic study of the intersection was conducted in conformance with State and Federal Guidelines and it was determined that the installation of traffic signals at this intersection was warranted based on the high volume of traffic on Los Angeles Street. The project consisted of the installation of a new traffic signal. This project installed a new traffic signal at the intersection of Los Angeles Street and Hornbrook Avenue. The project also included concrete sidewalk, new ADA compliant access ramps, cross -gutter modifications, installing striping and pavement messages. PTM General Engineering Services, Inc. completed all required work on December 7th, 2016. The Public Works Department's Engineering Division has accepted the improvements and recommends that the City Council accept the improvements and authorize the publishing of a Notice of Completion. Included in the total construction costs are the Change Orders shown here: LEGAL REVIEW None Required ATTACHMENTS #1. Notice of Completion ! Installation of additional ADA curb ramp at the NW corner of the 1 $4,800.00 intersection. Cost per line item. 2. Switch outspecified signals and install SV -2 -TB type signals. $2,817.17 3. Additional sidewalk as part of restoration work. $1,425.06 4. Field Modifications to RSNS $1,103.96 5. Credit for deletion of Pull Boxes -$300.00 6. Balance Sheet change order -$2 700.00 a, "1� S FxM' p zn. LEGAL REVIEW None Required ATTACHMENTS #1. Notice of Completion RECORDING REQUESTED BY: CITY OF BALDWIN PARK WHEN RECORDED MAIL TO: Name CITY OF BALDWIN PARK Address 14403 E. Pacific Avenue Baldwin Park State, Zip CA, 91706 APN: NSA NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN THAT: 1. A certain work of improvement on the property hereinafter described and known as: Project No. 2016-0123 - Traffic Signal Installation at Los Angeles St. and Hornbrook Ave for the City of Baldwin Park was ACCEPTED by the City Council on December 21, 2016. 2. The FULL NAME of the OWNER is City of Baldwin Park 3. The FULL ADDRESS of the OWNER is 14403 E. Pacific Avenue, Baldwin Park, CA 91706 5. A work of improvement on the property hereinafter described was COMPLETED on December 7, 2016 6. The work of improvement completed is described as follows: Traffic Signal Installation 7. The NAME OF THE ORIGINAL CONTRACTOR, if any, for such work of improvement is PTM General Engineering, Inc. 8. The street address of said property is Intersection of Los Angeles Street and Hornbrook Avenue The undersigned, being duly sworn Engineering Official of the City of Baldwin Park, makes this verification on behalf of said entity, has read the foregoing and knows the contents thereof, and that the facts stated herein are true. By: David Lopez Associate Engineer Date: I certify (or declare) under penalty of perjury that the foregoing is true and correct. Date Place of Execution Signature SUMMARY The purpose of this staff report is to present the SB 1693 Business Improvement Tax (BIT) Fund Annual Financial Report for the Fiscal Year ended June 30, 2016. FISCAL IMPACT None RECOMMENDATION It is recommended that the City Council receive and file the SB 1693 Business Improvement Tax (BIT) Fund Annual Financial Report for the Fiscal Year ended June 30, 2016. BACKGROUND In 1982, the City Council approved Ordinance 842 which established a City Business Improvement District (BID) that allows for an assessment (or surcharge) on each business license of between 75 to 90 percent of the business license. The City ordinance provides that the funds can be used only for the following purposes: a) Decoration of any public place in the area; b) Promotion of public events which are to take place on or in the area; c) Furnishing of music in any public place in the area; and, d) The general promotion of business activities in the area. The ordinance requires the BID advisory committee to recommend an annual budget and State law requires that a public hearing be held to adopt a resolution levying the assessment. To account for these revenue and expenditure transactions, the City established the Business Improvement Tax (BIT) Fund. Under S131693, local agencies are required to submit to the public, within 180 days after the end of each fiscal year, an annual report listing the financial transactions/activities, including revenues received and expenditures. LEGAL REVIEW None required. ITEM NO. STAFF REPORT `RAW .: .'.. Ni N" �11\ .._w ......... ... ..c k.. .., «... ,. . OFJ-"',tiQ TO: Honorable Mayor and City Councilmembers ., g FROM: Rose Tam, Director of Finance • sAN ear E� }tl DATE: December 21, 2016 SUBJECT: CITY OF BALDWIN PARK SB 1693 BUSINESS IMPROVEMENT TAX (BIT) FUND ANNUAL FINANCIAL REPORT FOR FISCAL YEAR ENDED JUNE 30, 2016 SUMMARY The purpose of this staff report is to present the SB 1693 Business Improvement Tax (BIT) Fund Annual Financial Report for the Fiscal Year ended June 30, 2016. FISCAL IMPACT None RECOMMENDATION It is recommended that the City Council receive and file the SB 1693 Business Improvement Tax (BIT) Fund Annual Financial Report for the Fiscal Year ended June 30, 2016. BACKGROUND In 1982, the City Council approved Ordinance 842 which established a City Business Improvement District (BID) that allows for an assessment (or surcharge) on each business license of between 75 to 90 percent of the business license. The City ordinance provides that the funds can be used only for the following purposes: a) Decoration of any public place in the area; b) Promotion of public events which are to take place on or in the area; c) Furnishing of music in any public place in the area; and, d) The general promotion of business activities in the area. The ordinance requires the BID advisory committee to recommend an annual budget and State law requires that a public hearing be held to adopt a resolution levying the assessment. To account for these revenue and expenditure transactions, the City established the Business Improvement Tax (BIT) Fund. Under S131693, local agencies are required to submit to the public, within 180 days after the end of each fiscal year, an annual report listing the financial transactions/activities, including revenues received and expenditures. LEGAL REVIEW None required. BIT Fiscal Report end June 30, 2016 Page 2 December 21, 2016 ALTERNATIVES None. ATTACHMENTS 1. SB1693 Business Improvement Tax (BIT) Fund Annual Financial Report for the Fiscal Year ending June 30, 2016 City of Baldwin Park SB1693 Financial Statements For the Year Ended June 30,2016 Balance Sheet As of tune 30, 2016 ASSETS Cash $ 321,139.62 Interest Receivable 233.48 Prepaid Expense 9,357.00 Total Assets $ 330,730.10 LIABILITIES Accounts Pavable $ 20,835.49 Uncashed Checks 22.50 Accrued Pavroll 4.54 Total Liabilities 20,862.53 FUND BALANCE Unassigned 309,867.57 Total Liabilities and Fund Balance $ 330,730.10 Statement of Revenues, Expenditures, and Changes in Fund Balance For the Period of July 12015 to June 30, 2016 REVENUES SB1693 Tax $ 75,127.02 Interest Income 718.12 Total Revenues 75,845.14 PROJECT IMPROVEMENT EXPENDITURES Certified Farmer Market and Street Fair 30,843.71 Retail Based Economic Planning 22,515.72 Media Outreach Program 11,672.00 BP Now 17,035.70 Total Expenditures 82,067.13 CHANGE IN FUND BALANCE (6,221.99) FUND BALANCE AT BEGINNING OF YEAR 316,089.56 FUND BALANCE AT END OF YEAR $ 309,867.57 ATTACHMENT 1 ITEM NO. STAFF REPORT mv,k,s�x TO: Honorable Mayor and City Councilmembe FROM: Joseph Bartolotti, Acting Chief of Police DATE: December 21, 2016 SUBJECT: AUTHORIZATION TO PURCHASE POLICE DEPARTMENT VEHICLES WITH AQMD GRANT FUNDS SUMMARY Staff seeks City Council approval to purchase three new police/code enforcement vehicles and place them into service with the police department. FISCAL IMPACT Funding for this purchase is not coming from the General Fund. This purchase is eligible for the police department via AQMD grant funds (Fund #231) and has been approved in the CIP budget. The total cost is $82,652.61. RECOMMENDATION Staff recommends City Council approval to: 1. Accept the recommended bid from Wondries Ford for the purchase of three (3) vehicles 2. Authorize the police department to work in conjunction with the public works department to purchase all new vehicles. 3. Authorize the Acting Chief of Police, or his designee, to complete all appropriate documentation to complete the purchases. BACKGROUND The police department is currently utilizing vehicles, which are 14 years old. Due to the age and mileage of the vehicles, the vehicles have reached their useful service life as they are becoming mechanically unreliable. Staff have obtained three quotes for the purchase of the vehicles three Ford C -Max Hybrid cars from National Fleet Group via Wondries Ford. The quote was for $82,652.61, Downtown Ford in Sacramento was $89,717.00, and Galpin Ford was $84,704.86. Staff has determined sufficient funds exist in the AQMD cost center and the use of such funds to purchase these vehicles is permitted. LEGAL REVIEW Not applicable. Authorization to purchase Parking Enforcement Vehicles. Pave 2 ALTERNATIVES 1. Council may elect to reject the use of the AQMD funds to purchase these alternative fuel vehicles and purchase the vehicles from the General Fund. 2. Not purchase any vehicles. ATTACHMENTS Wondries Ford quote Downtown Ford quote Galpin Ford quote National Auto Fleet Giroup A division of Chevrolet of Watsonville 490 Auto Center Drive, Watsonville, CA 95076 855 BUY-NJPA 626-457-5590 855 289-6572 626-457-5593 December 14, 2016 Lt. Chris Kuberry Baldwin Park Police Department 14403 Pacific Avenue, Baldwin Park, Ca 91706 Delivery Via Email Dear Lt. Kuberry, In response to your inquiry, we are pleased to submit the following for your consideration: National Auto Fleet Group will sell, service and deliver at Baldwin Park, new/unused 2017 Ford C -Max Hybrid sedans responding to your requirement with the attached specifications for 2017 C -Max SE 25,268.00 Sales Tax 2,274.12 Tire Tax 8.75 Total 27,550.87 3 units 82,652.61 Pricing includes upgraded vehicle package to 201 A. Please see attached specs. These vehicles are available under the NJPA master vehicle contract# 102811. Terms are net 30 days. National Auto Fleet Group welcomes the opportunity to assist you in your vehicle requirements. '''. ')- , John Oviyach National Account Law Enforcement Manager National Auto Fleet Group Prepared By: Administrator Your Dealership Name Here 2017 Ford C -Max Hybrid Code Description P5A 2017 Ford C -Max Hybrid 4dr Hatchback SE SELECTED VEHICLE COLORS Code Description Interior. CHARCOAL BLACK W/GRAY INSERTS Exterior 1: OXFORD WHITE Exterior 2: No color has been selected. SELECTED OPTIONS Code Description Class 201A Equipment Group 201A OPT (99U) Engine: 2.OL WCT Atkinson -Cycle 1-4 Hybrid; (STDTN) Transmission: Electronically Controlled (eCV7) : Continuously variable.; (TDH) Tires: P22515OR17; (641) Wheels: 17" Bright Silver Finish Painted Aluminum; (K) Cloth Front Bucket Seats : Includes 10 -way power driver seat (fore/aft, up/down, tilt, recline, with 2 -way power lumbar), 4 -way manual passenger seat (fore/aft, recline), and 2 4 -way adjustable head restraints.; (STDRD) Radio: AM/FWCD/MP3 Audio : Includes active noise cancellation, 6 speakers and speed -sensitive volume control.; SE Driver Assist Package 425 50 State System STD Standard equipment on all C -Max Hybrid trim levels. 99U Engine: 2.OL WCT Atkinson -Cycle 1-4 Hybrid INC STDTN Transmission: Electronically Controlled (eCV7) INC Continuously variable. Report content is based on current data version referenced. Any performance -related calculations are offered solely as guidelines. Actual unit performance will depend on your operating conditions. PC CarbcokO�, Data Version: 5.0. Data updated 0711712014 07:13:22 PM (,'Copyright 1986-2012 Chrome Data Solutions. LP. All rights reserved. December 14, 2016 Page SELECTED OPTIONS Code Description Prepared By: Administrator Your Dealership Name Here 2017 Ford C -Max Hybrid Class TDH Tires: P22515OR17 INC 64V Wheels: 17" Bright Silver Finish Painted Aluminum INC Cloth Front Bucket Seats INC Includes 10 -way power driver seat (fon:/aft, up/down, tilt, recline, with 2 -way power lumbar), 4 -way manual passenger seat (fore/aft, recline), and 2 4 -way adjustable head restraints. PAINT Monotone Paint Application STD STDRD Radio: AM/FM/CD/MP3 Audio INC SYNC Communications & Entertainment System: Includes enhanced voice recognition, 911 Assist, 4.2" LCD screen in center stack, AppLink and 1 smart -charging USB port.; SiriusXM Radio : includes 6 -month prepaid subscription. Service is not available in Alaska and Hawaii. Subscriptions to all SiriusXM services are sold by SidusXM after trial period. If you decide to continue service after your trial, the subscription plan you choose will automatically renew thereafter and you will be charged according to your chosen payment method at then -current rates. Fees and taxes apply. To cancel you must call SlrlusXM at 1-888-635-2349. See SiriusXM customer agreement for complete terms at www.siriusxm.com. All fees and programming subject to change. Includes active noise cancellation, 6 speakers and speed -sensitive volume control. 90C Exterior Protection Package OPT Front & Rear Molded Splash Guards. Includes clear tape rear bumper protection. KW Charcoal Black w/Gray Inserts OPT MEN i YZ Oxford White OPT OPTIONS TOTAL Report content is based on current data version referenced. Any performance -related calculations are offered solely as guidelines. Actual unit performance will depend on your operating conditions. PC CarboohC',, Data Version: 5.0. Data updated 0771 712014 07:13:22 PM Z'Copyright 1986-2012 Chrome Data Solutions, LP. All rights reserved. December 14, 2016 Page 2 Prepared By: Administrator Your Dealership Name Here 2017 Ford C -Max Hybrid STANDARD Powertrain Who 2.OL DOHC 16 valve 1-4 engine with iVCT variable valve control, SMPI Recommended fuel: regular unleaded Emissions Type: ULEV // 2 speed CVT transmission with overdrive, driver mode select Front -wheel drive Brake actuated limited slip differential Fuel Economy City: 42mpg Fuel Economy Highway: 37mpg ' Fuel Tank Capacity: 13.5gal. SuspemWonlFlandling ' Front independent strut suspension with anti -roll bar, gas -pressurized shocks • Rear independent multi -link suspension with anti -roll bar, gas -pressurized shocks Speed -sensing electric power -assist rack -pinion steering Front and rear 17"x 7" silver aluminum wheels P225150VR17.0 BS W AS front and rear tires Body Exterior • 4 doors Driver and passenger power remote door minors • Tum signal indicator in minors Body -colored door mirrors Report content is based on current data version referenced. Any performance -related calculations are offered solely as guidelines. Actual unit performance will depend on your operating conditions. PC Carbooke, Data Version: 5.0. Data updated 07117!2014 07:13:22 PM ,'Copyright 1986-2012 Chrome Data Solutions. LP. All rights reserved. December 14, 2016 Page 3 Prepared By: Administrator Your Dealership Name Here 2017 Ford C -Max Hybrid • Dual zone front automatic air conditioning with air filter Cruise control with steering wheel controls Power windows Front and rear 1 -touch down Front and rear 1 -touch up Remote power door locks with 2 stage unlock and illuminated entry Trunk/hatch auto -latch Manual tilt steering wheel Manual telescopic steering wheel Day -night rearview minor SYNC Services intemet access ' 911 Assist emergency communication system • Wireless phone connectivity • Integrated navigation system 3 1 st row LCD monitors Front and rear cupholders Report content is based on current data version referenced. Any performance -related calculations are offered solely as guidelines. Actual unit performance will depend on your operating conditions. PC Carboolo,,, Data Version: 5.0. Data updated 07117x2014 07:13:22 PM ,'Copyright 1986-2012 Chrome Data Solutions. LP. All rights reserved. December 14. 2016 Page 4 Prepared By: Administrator Your Dealership Name Here 2017 Ford C -Max Hybrid Convenience (Continued) Dual visor vanity minors Full floor console Covered floor storage Driver and passenger door bins Rear door bins Seats and Trim Seating capacity of 5 Front bucket seats 8 -way (8 -way power) driver seat adjustment Power 2 -way driver lumbar support Power height adjustable driver seat 4 -way passenger seat adjustment Center front armrest 60-40 folding rear split -bench seat Cloth seat upholstery Metal -look instrument panel insert ' Metal -look console insert Leather/metal-look gear shift knob • Leather/metal-look steering wheel ' Carpet front and rear floor mats Report content is based on current data version referenced. Any performance -related calculations are offered solely as guidelines. Actual unit performance will depend on your operating conditions. PC Carbook®, Data Versiow 5.0. Data updated 07717:2014 07:13:22 PM C,:Copyright 1986-2012 Chrome Data Solutions. LP. All rights reserved. December 14, 2016 Page 5 Prepared By: Administrator Your Dealership Name Here 2017 Ford C -Max Hybrid ti _s > .R STANDARD EQUIPMENT SiriusXM AMIFM/Satellite radio with radio data system ' Single CD player ' MP3 decoder ' SYNC 3 external memory control Steering wheel mounted radio controls ' 6 speakers • Integrated roof antenna Lighting, Visibility and Instrumentation Halogen aero -composite headlights Delay -off headlights Fully automatic headlights Variable intermittent front windshield wipers Fixed interval rear windshield wiper Rear window defroster Fixed rearmost windows Light tinted windows • Front reading lights • Tachometer Compass Outside temperature display Report content is based on current data version referenced. Any performance -related calculations are offered solely as guidelines. Actual unit performance will depend on your operating conditions. PC CarbookO,-0, Data Version: 5.0. Data updated 07f17%2014 07:13:22 PM ZCopyright 1986-2012 Chrome Data Solutions. LP. All rights reserved. December 14, 2016 Page 6 Prepared By: Administrator Your Dealership Name Here 2017 Ford C -Max Hybrid STANDARD EQUIPMENT Lighting, Visibility and Instrumentation (Continued) Low tine pressure warning Trip computer Parking sensors Trip odometer Rear camera Safety and Security 4 -wheel ABS brakes ' Brake assist • 4 -wheel disc brakes • Advance Trac w/Roll Stability Control electronic stability • ABS and driveline traction control • Dual front impact airbag supplemental restraint system • Dual seat mounted side impact airbag supplemental restraint system Curtain 1st and 2nd row overhead airbag supplemental restraint system Knee airbag supplemental restraint system Airbag supplemental restraint system occupancy sensor Power remote door locks with 2 stage unlock and panic alarm Security system with SecunLock immobilizer Manually adjustable front head restraints with tilt 3 manually adjustable rear head restraints Report content is based on current data version referenced. Any performance -related calculations are offered solely as guidelines. Actual unit performance will depend on your operating conditions. PC CarbOOkC�',, Data Version 5.0. Data updated 07117x2014 07:13:22 PM z Copyright 1986-2012 Chrome Data Solutions. LP, All rights reserved. December 14..2016 Page 7 Prepared By: Administrator Your Dealership Name Here 2017 Ford C -Max Hybrid 7 STANDARD EQUIPMENT Engine displacement: 2.OL Engine horsepower: 141hp @ 6,000RPM ' Engine torque: 129 Ib. -ft. @ 4,000RPM Bore x stroke : 3.45"x 3.27' Compression ratio: 12.30:1 • Curb weight: 3,607lbs. Exterior length: 173.6" • Exterior body width: 72.0" • Exterior height: 63.9" Wheelbase: 104.3" Front track: 60.5" Rear track. 60.4" Turning radius: 19.2' Min ground clearance: 5.5" Front legroom: 43.1 " Rear legroom: 36.5" Front headroom: 41.0" Rear headroom: 39.4" Front hiproom: 54.3" Report content is based on current data version referenced. Any performance -related calculations are offered solely as guidelines. Actual unit performance will depend on your operating conditions. PC Carbook<=;, Data Version: 5.0. Data updated 07/1712014 07:13:22 PM O -Copyright 1986-2012 Chrome Data Solutions. LP. All rights reserved. December 14, 2016 Page 8 Prepared By: Administrator Your Dealership Name Here 2017 Ford C -Max Hybrid Specs and Dimensions (Continued) ' Rear hiproom: 51.9" Front shoulder room: 55.9" Rear shoulder room: 55.2" Passenger volume: 99.7cu.ft. ' Interior cargo volume: 24.5cu.ft. Interior cargo volume seats folded. 52.6cu.ft. ' Interior maximum cargo volume: 52.6cu.ft. Report content Is based on current data version referenced. Any performance -related calculations are offered solely as guidelines. Actual unit performance will depend on your operating conditions. PC Carbook�nl, Data Version: 5.0. Data updated 07717!2014 07:13:22 PM C, -,Copyright 1986-2012 Chrome Data Solutions. LP. All rights reserved. December 14. 2016 Page 9 THIS IS YOUR QUOTE RJM121320161529 DOWNTOWN FORD SALES 525 N16th Street, Sacramento, CA. 95811 916-442-6931 fax 916-491-3138 QUOTATION Customer Name BALDWIN PARK POLICE DEPARTMENT Address City Phone ATTN: Chris Kuberry Date 12/13/2016 REP BOB MILLOY Phone FOB SACRAMENTO Q Description Unit Price TOTAL 3 NEW FORD C -MAX HYBRID SE $23,589.00 $70,767.00 FWD, 2.OL I-4 Hybrid Engine, ECVT Transmission, 5 - Passenger, 12 Gal Fuel Tank, Dual Power Side View Mirrors, 17" Alum Whls, Dual Zone Climate Contrl, Rear Seat A/C Ducts, Cloth Seating Surfaces, 6 -Way Man. Driv Seat, 4 -Way Man Pass Seat, Carpet Floor Surfaces, 1st 2nd Row Floor Mats, 110V Power Outlet, AM/FM/CD/AUX Ext Temp Display, Rear Window Defrost, Power Locks, Remote Entry, Cruise Control, SYNC Hands Free Blue - Tooth, SE Trim 3 Upgrade to SEL Trim - Incl all SE content plus: Auto Dim $3,094.00 $9,282.00 Rear View Mirror, Fog Lamps, Intelligent Access w/ Push Button Start, Perimeter Alarm, Reverse Sensing System, 10 Way Power Driver Seat, SYNC 3 w/ 8" Center Touch - Screen 3 Daytime Running Lights $45.00 $135.00 3 Exterior Protection Package - Inc] Rear Bumper Protection $255.00 $765.00 Splash Guards Front and Rear 3 Document fee $80.00 $240.00 Subtotal $81,189.00 Delivery $1,200.00 $7,307.01 Sales Tax CA Tire Tax $21.00 $89,717.00 TOTAL DUE Galpin VW Invoice 1292707 15421 Roscoe Blvd North Hills, California 91343 818-756-2367 fax 818-756-3439 Invoice — Customer Name City of Baldwin Park Police Department Date 12/14/2016 Address Order No. City Rep Cast Phone FOB Destination Qty Unit Price TOTAL 3 12016 Ford C -Max SEL $29,000.00 1 $87,000.00 3 1 DMV Electronic Fee 3 1 Doc Fee 3 (Tire Fee -3 1 Rebates Vehicles subject to prior sale and availability. Payment Details O Cash OO Check O Credit Card Name CC # Expires $29.00 $80.00 $8.75 $3,500.00 SubTotal Shipping & Handling Taxes Included Thank you for your continued business! TOTAL Office Use Only $87.00 $240.00 $26.25 ($10,500.00) ,853.25 $0.00 ,851.60 704.85 ITEM NO. 7 TO: Honorable Mayor and City Councilmembers FROM: Amy L. Harbin, AICP, City Plan r DATE: December 21, 2016 �Vl SUBJECT: SECOND READING OF ORDINANCE NUMBER 1394, AN AMENDMENT TO SECTION 153.170.105 OF THE CITY'S MUNICIPAL CODE RELATING TO BILLBOARDS AND ORDINANCE NUMBER 1395, AUROTIZING THE CITY TO ENTER INTO A DEVELOPMENT AGREEMENT WITH BULLETIN DISPLAYS, LLC. SUMMARY This report requests City Council approval of Ordinance Numbers 1394 and 1395. Ordinance 1394 amends section 153.170.105 of the City's Municipal Code relating to Billboards and Ordinance 1395 authorizes the City to enter into a Development Agreement with Bulletin Displays, LLC for six digital billboard sign faces on three new structures and six static billboard faces on three new structures and one existing three sided static faced billboard structure located on real property generally located along the I-605 and I-10 Freeways. FISCAL IMPACT There will be an increase in general fund revenues should this project be approved of $9,107,706, plus a bonus of $1,221,784 for a total of $10,329,490 over approximately 30 years. One-time Building plan check and permit fees will be approximately $24,000.00. RECOMMENDATION Staff recommends that the City Council adopt Ordinance Numbers 1394 and 1395 on second reading, read by title only, and waive any further reading thereof. BACKGROUND These Ordinances were introduced at the City Council meeting on December 7, 2016 for first reading, and at that meeting both Ordinances 1394 and 1395 were approved by the City Council. ATTACHMENTS #l, Ordinance No. 1394 #2, Ordinance No. 1395 ATTACHMENT #1 ORDINANCE 1394 ORDINANCE 1394 AN ORDINANCE OF CITY COUNCIL OF THE CITY OF BALDWIN PARK AMENDING SECTION 153.170.105 TO THE BALDWIN PARK MUNICIPAL CODE RELATING TO BILLBOARDS WHEREAS, while billboards located within the City can provide a reliable means of advertising and communication, they also can be detrimental to the safety, aesthetics and general welfare of the community; WHEREAS, owners of a billboard, at times; desire to improve the safety, aesthetics and general welfare of the community as part of a program to use available state -of -the art technology new or upgraded billboards; WHEREAS, such a program creates a benefit for the community; WHEREAS, an intent of the State Outdoor Advertising Act (Business and Professions Code sections 5200 et seq.) (the "Act") is to protect the property rights of billboard owners, while recognizing the impacts on safety, aesthetics and the general welfare that can result on a local community from billboards; WHEREAS, in balancing those important and sometimes competing goals, the Act provides for a process for a billboard owner and local community to agree to establish parameters, objectives and conditions for removal of existing billboards and/or installation of new static -faced or digital -faced billboards; WHEREAS, the installation and maintenance of other aesthetic elements of the community including but not limited to various benefits such as a new park signs, landscaping, sign removals, or development fees, is a reasonable exchange for the installation of new billboards with newer state-of-the-art billboards; WHEREAS, the newer state-of-the-art billboards will provide area businesses with additional advertising opportunities in a manner that minimizes visual clutter and provides an orderly, attractive, high quality image of the City; and WHEREAS, the newer billboards can be quickly and effectively utilized to present critically important "Amber Alert" and other public safety messages to the community. NOW, THEREFORE, the City Council of the City of Baldwin Park does hereby ordain as follows: SECTION 1. The foregoing recitations are hereby adopted by the City Council as findings. Based on those findings, the City Council determines the public health, safety and general welfare of the City of Baldwin Park, its residents, property owners, businesses and visitors can be enhanced by amending the Baldwin Park Municipal Code (BPMC) to allow new Static Billboards or Digital Billboard Advertising Displays in return for aesthetic elements of the community including but not limited to various benefits such as new park signs, landscaping, sign removals, or development fees; and it is in the best interest of the community to amend the BPMC accordingly. SECTION 2. Based on the foregoing findings and determinations, the BPMC is amended to add the following changes to Sections 153.170.050(G) and Section 153.170.105, to read as follows: Section 153.170.050 Prohibited Signs (G) Off -Site Signs (Billboards), except not including those billboards or digital billboards permitted per Section 153.170.105. Section 153.170.105 New Static or Digital Billboard Construction Notwithstanding any other provision of this code, a Static Billboard or Digital Billboard (as defined below) may be installed with copy visible from within any Interstate Freeway Corridor (as defined below), subject to all the following: (A) Digital Billboard shall mean any off-site Advertising Display (a Static Billboard), as defined in California Business and Professions Code (BPC) § 5202, that uses state-of-the-art digital technology, (B) Interstate Freeway Corridor means the area comprised of any Interstate Highway (as defined in BPC § 5215) and within 200 feet from the edge of the right- of -way (as defined BPC § 5222) and within commercial or industrial zones (C) Each Advertising Structure (as defined in BPC § 5203), whether a Static Billboard or an Advertising Display that is used to support a Digital Billboard shall be placed within an Interstate Freeway Corridor, (D) the Static Billboard or the Digital Billboard owner: (1) receives Caltrans' approval, as necessary and (2) executes an agreement with the City by which each billboard owner agrees to (i) indemnify, defend and hold harmless the City from any and all claims, lawsuits, awards and judgments, including any reasonable attorney's fees and court costs, that may arise from the approval of a Static Billboard or a Digital Billboard and associated Advertising Structure and removal of an applicable Advertising Structure, that may or may not be required to be removed, in consideration for any one or more negotiated benefits, including but not limited to such items as new park signs, landscaping, sign removals, or development fees, pursuant to this section or any other provision of this code, subject to the terms of that agreement and (ii) comply with any and all required mitigation measures, conditions of approval and all applicable provisions of this section and this code, (E) The property owner upon which a Static Billboard or a Digital Billboard is to be erected executes an agreement with the City by which that owner consents to City's entry onto his/her/its property to remove that Static Billboard or a Digital Billboard and associated Advertising Structure, as permitted in the agreement between the billboard owner and the City, and by which that property owner releases and indemnifies the City from liability for that permitted removal, (F) the new Advertising Structure cannot be used to support more than two Digital Billboards with each one facing in different directions, (G) the entire portion of an Advertising Structure that comprises the active display face of a Static Billboard or Digital Billboard shall not be more than forty-eight feet (48') in width, fourteen feet (14") in height nor six hundred seventy-two (672) square feet in area; provided, that, in addition, an apron for a Static Billboard or Digital Billboard can extend up to a maximum of approximately thirty-six (36) inches below that Digital Billboard face or 5.5 foot top extensions or 2 foot side extension, (H) The overall height of the Advertising Structure that is a Static Billboard or that includes a Digital Billboard, and excluding extensions, shall not be more than forty-five (45') or sixty-five (65') if the Advertising Structure is within one -hundred -fifty (150) of a sound wall, as measured from the highest point of the main road or Interstate Highway from which the advertising is to be viewed, (1) The distance between two Static Billboards or between a Static Billboard and Digital Billboard shall be at least Five Hundred (500) Feet (as defined BPC § 5222). The distance between two Digital Billboards shall be at least One -Thousand (1,000) Feet, (J) a Digital Billboard shall not operate at brightness levels of more than 0.3 foot candles above ambient light, as measured using a foot candle meter at a pre-set distance of two hundred fifty feet (250') perpendicular to the display face of the Digital Billboard. Each Digital Billboard shall have a light sensing device that will automatically adjust the brightness of the Digital Billboard to meet that foot candle requirement, as ambient light conditions change, (K) only if the City agreement requires the removal of existing advertising structures, then if four or less Advertising Structures are being replaced by new Advertising Structures with Digital Billboards, then at least eight additional display faces and the Advertising Structures supporting the eight additional display faces must be permanently removed from the City by the Digital Billboard owner receiving the approval and the removal of all the display faces and their respective Advertising Structures to be removed shall be completed prior to construction by that owner of any Advertising Structure, including a Digital Billboard, (L) only if the City agreement requires the removal of existing advertising structures, then if five or more Advertising Structures are being replaced by new Advertising Structures with Digital Billboards, then for each new Advertising Structure, above four new Advertising Structures, at least two additional display faces and the Advertising Structures supporting the additional display faces must be permanently removed from the City by the Digital Billboard owner receiving the approval and the removal of all the display faces and their respective Advertising Structures to be removed shall be completed prior to construction by that owner of any Advertising Structure including a Digital Billboard, (M) a Digital Billboard shall only display a series of still images and each still image must be displayed for a minimum of four consecutive seconds. No still image shall have animation, movement, or the appearance or optical illusion of movement of any part of the Advertising Structure and each still image shall not include flashing, scintillating lighting or the varying of light intensity or any other means not providing constant illumination. Transition time between one still image and the immediate next still image shall not exceed one second and (N) (i) if a Digital Billboard installed pursuant to this section must be removed due to a final court order or judicially approved settlement resulting from a legal action brought by a third party, who is not related to the owner or operator of that Digital Billboard (the "Owner/Operator"), (ii) that Digital Billboard replaced a non- Digital Billboard (the 'Replaced Non -Digital Billboard") and (iii) the Replaced Non -Digital Billboard was the subject of a previous formal written agreement with the City, then the Owner/Operator shall be permitted to reinstall a new state -of- the -art non -Digital Billboard (the 'Replacement Non -Digital Billboard") on the same Advertising Structure used to support that Digital Billboard; provided, that the reinstallation of the Replacement Non -Digital Billboard must occur before the date the previous formal agreement would have terminated (the "Previous Termination Date"), the Replacement Non -Digital Billboard and supporting Advertising Structure must be removed on or before the Previous Termination Date and the Replacement Non -Digital Billboard must comply with all the applicable criteria for Digital Billboards, as set forth in this section and the agreement referred to in (D) (2), above. (0) The following Sections do not apply to signs approved per this Section 153.170.105: Sections 153.050.030, Section 153.050.030.1, 153.120.310 part B, 153.165, 153.200.030 and 153.200.040A. SECTION 3. This ordinance shall go into effect and be in full force and operation from and after thirty (30) days after its final reading and adoption. PASSED AND APPROVED ON THE day of , 2017 Manuel Lozano, Mayor Alejandra Avila, City Clerk STATE OF CALIFORNIA COUNTY OF LOS ANGELES CITY OF BALDWIN PARK I, ALEJANDRA AVILA, City Clerk of the City of Baldwin Park, do hereby certify that the foregoing ordinance was regularly introduced and placed upon its first reading at a regular meeting of the City Council on December , 2016. Thereafter, said Ordinance No. 1394 was duly approved and adopted at a regular meeting of the City Council on , 2017 by the following vote: AYES: COUNCILMEMBER: NOES: COUNCILMEMBER: ABSENT: COUNCILMEMBER: ABSTAIN: COUNCILMEMBER: ALEJANDRA AVILA CITY CLERK ATTACHMENT #2 ORDINANCE 1395 ORDINANCE 1395 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF BALDWIN PARK AUTHORIZING THE CITY OF BALDWIN PARK TO ENTER INTO A DEVELOPMENT AGREEMENT WITH BULLETIN DISPLAYS, LLC FOR THE APPROVAL OF SIX DIGITAL BILLBOARD SIGN FACES ON THREE NEW STRUCTURES, SIX STATIC BILLBOARD FACES ON THREE NEW STRUCTURES AND ONE EXISTING THREE SIDED, STATIC FACED BILLBOARD STRUCTURE AT THE REAL PROPERTY GENERALLY LOCATED ALONG THE 1-605 AND 1-10 FREEWAYS WITHIN THE CITY OF BALDWIN PARK WHEREAS, pursuant to the Zoning Code section 153.170, as amended January 14, 2017 billboard structures are permitted within any Interstate Freeway Corridor when meeting the stated development standards as noted in Ordinance 1394; and WHEREAS, pursuant to Zoning Code section 153.170, the billboards shall be required to receive Caltrans approval; and WHEREAS, a development agreement with the City of Baldwin Park will be required; and WHEREAS, a duly noticed public hearing was held by the Planning Commission of the City of Baldwin Park on November 9, 2016, to receive comments and consider recommendation to City Council of the proposed Development Agreement (DA 15-01); and WHEREAS, the Planning Commission at such hearing, did recommend that the City Council approve the proposed Agreement; and WHEREAS, the proposed project has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA) and the City's environmental review procedures. In compliance with the California Environmental Quality Act, Section 15063 of the California Environmental Quality Act guidelines, an Initial Study and Mitigated Negative Declaration has been prepared for this project with the purpose of identifying the project's significant effects on the environment; and. WHEREAS, the Initial Study and Mitigated Negative Declaration was circulated for public comments between September 12, 2016 to October 13, 2016 and (comments were received on the Mitigated Negative Declaration and addressed); and Ordinance 1395 Page 2 WHEREAS, the applicant has agreed to revisions in the project plans, proposed mitigation measures, and terms of the Development Agreement that will avoid the effects or mitigate the effects to a point where clearly no significant effects would occur; and WHEREAS, the City Council held a duly noticed public hearing pursuant to law on the Agreement on December 7, 2016; and WHEREAS, the City Council has reviewed the Development Agreement (DA 15-01) (attached as Exhibit "A" herewith and incorporated herein by reference) and finds and declares that compliance with all notice, hearing, and procedural requirements as set forth by law have been met, thus allowing the City Council to review and consider the approval of the attached Development Agreement (DA 15-01); and WHEREAS, the City Council hereby specifically finds that the provisions of the Development Agreement (DA 15-01) are consistent with the General Plan of the City; and WHEREAS, the City Council hereby specifically finds that the Development Agreement (DA 15-01) is compatible with the uses authorized in, and the regulations prescribed for, the land use district in which the real property is located within the Industrial Commercial — IC zone, General Commercial — C2 zone, or the Freeway Commercial -- FC zone; and WHEREAS, the City Council hereby specifically finds that the Development Agreement (DA 15-01) is in conformance with the public convenience and general welfare of persons residing in the immediate area and will not be detrimental or injurious to property or persons in the general neighborhood or to the general welfare of the residents of the city as a whole; and WHEREAS, the City Council hereby specifically finds that the Development Agreement (DA 15-01) is consistent with the provisions of California Government Code §§ 65864 - 65869.5. WHEREAS, the findings set forth in the attached Development Agreement (DA 15-01) and as set forth in the Mitigated Negative Declaration are hereby incorporated as findings by this City Council in adopting this ordinance, and. WHEREAS, as required by law, the City Council gave first reading to the proposed ordinance on December 7, 2016. NOW, THEREFORE BE IT ORDAINED by the City Council of the City of Baldwin Park, California, as follows: Ordinance 1395 Page 3 SECTION 1. The City Council hereby certifies the Mitigated Negative Declaration, and based upon substantial evidence presented to the City Council during the above -referenced hearing, including the Initial Study, any public comments received during the public comment period of the Mitigated Negative Declaration, the written staff reports, verbal testimony, and the development plans, the City Council hereby finds that: a) There is no substantial evidence that the project will have a significant effect on the environment; and b) The mitigated negative declaration reflects the City's independent judgment and analysis; and SECTION 2. The City Council hereby adopts the following findings of fact required by Subchapter 153.210.860 of the City's Municipal Code relating to Development Agreements: a) The development agreement is consistent with the General Plan objectives, policies, land uses and implementation programs and any other adopted plans or policies applicable to the agreement. Because the billboard structures are located along the 1-10, San Bernardino Freeway in several General Plan Focus Areas (Figure LU -4, General Plan Focus Areas) they are identified as areas for larger scale commercial development. The installation of billboards adjacent to the 1-10 San Bernardino Freeway is a land use that is typically seen within commercial areas adjacent to freeways and would not conflict with future or existing larger scale commercial development. b) The development agreement is compatible with the uses authorized in, and the regulations prescribed for, the land use district in which the real property is located. All of the properties where proposed digital- and static -faced billboards are proposed along the 1-10, San Bernardino Freeway are zoned FC, Freeway Commercial or IC, Industrial Commercial, which are compatible with the proposed billboard structure use as opposed to residential uses or mixed uses. Furthermore, all of the properties are adjacent to the 1-10 San Bernardino Freeway and said billboard structures are designed to advertise toward the freeway. Ordinance 1395 Page 4 c) The development agreement is in conformance with the public convenience and general welfare of persons residing in the immediate area and will not be detrimental or injurious to property or persons in the general neighborhood or to the general welfare of the residents of the city as a whole. As mentioned above, all of the proposed digital- and static - faced billboards are proposed to be located on properties with either a Freeway Commercial (FC) or Industrial Commercial (IC) zoning designation and said properties are developed with either a commercial use, industrial use or are vacant (reference Table #2). As such, it is anticipated that the billboard structures will not be detrimental or injurious to the subject properties or the general neighborhood as the surrounding/adjacent areas are also developed with non- residential uses. d) The development agreement is consistent with the provisions of California Government Code §§ 65864 - 65869.5. SECTION 3. The City Council hereby approves and adopts the Development Agreement (DA 15-01), by and between Bulletin Displays, LLC and the City of Baldwin Park, in the form as attached hereto as Exhibit "A", and authorizes and directs the Mayor to sign it in the name of the City of Baldwin Park. SECTION 4. The City Council directs the City staff to carry out the terms and conditions of the . Development Agreement (DA 15-01) and make any modifications, amendments, or alterations to the Development Agreement (DA 15-01) as deemed administratively necessary from time to time. SECTION 5. This ordinance shall go into effect and be in full force and operation from and after thirty (30) days after its final reading and adoption. PASSED AND APPROVED ON THE _ day of ,2017 MANUEL LOZANO, MAYOR Ordinance 1395 Page 5 ATTEST: ALEJANDRA AVILA, CITY CLERK STATE OF CALIFORNIA ) COUNTY OF LOS ANGELES ) ss: CITY OF BALDWIN PARK ) I, ALEJANDRA AVILA, City Clerk of the City of Baldwin Park, do hereby certify that the foregoing ordinance was regularly introduced and placed upon its first reading at a regular meeting of the City Council on December 7, 2016. Thereafter, said Ordinance No. 1395 was duly approved and adopted at a regular meeting of the City Council on , 2017 by the following vote: AYES: COUNCIL MEMBERS: NOES: COUNCIL MEMBERS: ABSTAIN: COUNCIL MEMBERS: ABSENT: COUNCIL MEMBERS: ALEJANDRA AVILA, CITY CLERK ITEM NO. STAFF REPORT "k4�imp TO: Honorable Mayor and City Councilmembers of �' FROM: Sam Gutierrez, Interim Director of Public Works HE • ' DATE: December 21, 2016 ABRtiL. r eve SUBJECT: APPROVAL OF DESIGN SERVICES AGREEMENT WITH JANVP�ry"r SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY (SORRA) METROLINK AND AN AMENDMENT OF THE CURRENT CONTRACT WITH EVAN BROOKS ASSOCIATES FOR DESIGN TRAFFIC SIGNAL AND QUIET ZONE CROSSING IMPROVEMENTS, CAPITAL IMPROVEMENT PROJECT (CIP) NOS. 31 AND 32 (PACIFIC AVENUE AND BOGART AVENUE) SUMMARY This report seeks City Council consideration for the approval of an agreement with Southern California Regional Rail Authority (SCRRA) for railroad design review services. This item will also approve an Amendment to the current consultant agreement with Evan Brooks and Associates (EBA) for the design of the traffic signal improvements and Quite Zone railroad crossing improvements at the intersection of Pacific Avenue and Bogart Avenue and the Metrolink crossing at Pacific Avenue. Lastly, this item will also approve payment of past due invoices related to services provided under the current consultant agreement with EBA in the amount of $24,568.00. This project is partially funded by a State Highway Safety Improvement Program (HSIP) grant. The aforementioned costs are covered under the grant and are therefore reimbursable. FISCAL IMPACT The approval of this action will have no impact on the City's General fund. This project is included in the current Fiscal Year's Capital Improvement Program (CIP), which was approved by the City Council on September 7, 2016. The following table lists the funding available: CTS" Pi ` ) Funi i� T.. e :� t A.'ya CIP No. 31 Proposition C HSIP Grant $100,430.00 $344,000.00 CIP No. 32 Proposition C $40,000.00 RECOMMENDATION Staff recommends that Council: 1. Approve an agreement with Southern California Regional Rail Authority (SCRRA) for railroad design review services and authorize the Mayor to execute the agreement in an amount not -to -exceed $50,000; and 2. Approve the amendment to the existing consultant agreement with Evan Brooks and Associates (EBA) for design of traffic signal and quite zone improvements and authorize the Mayor to execute the amended agreement in an amount not -to -exceed $45,000; and 3. Authorize staff to process past due invoices related to services provided under the current agreement with Evan Brooks and Associates (EBA) in the amount of $24,568. DSA with SCRRA and Amendment to Consultant Agreement with Evan Brooks and Associates December 21, 2016 BACKGROUND On October 22, 2012 the City of Baldwin Park was awarded a State Highway Safety Improvement Program (HSIP) Grant for $344,600.00 to design and construct the Pacific Avenue and Bogart Avenue signalized intersection and median improvements. This HSIP project was combined with a SAFETEA- LU funded project to widened Pacific Avenue between Bogart Avenue and Ramona Boulevard. On March 6, 2013, the City Council approved a consultant agreement with Evan Brooks and Associates for the preparation of plans and specifications to construct traffic improvements on Maine Avenue and Pacific Avenue including the traffic signal and median improvements for the Pacific Avenue and Bogart Avenue intersection. However, this project was put on hold while the City explored other alternatives. Since the City did not complete the improvements of the SAFETEA-LU grant in a timely manner, the funds lapsed and were subsequently withdrawn. In light of this development, staff decided limit the scope of work to the traffic signal and median improvements of the HSIP grant. During the design process it was discovered that Metrolink would have to be involved in the review process due to the work being so close to the railroad crossing. After several meetings with Metrolink's staff, it was determined that improvements would have to be made along the rail right-of-way to in order to comply with the requirements of the Southern California Regional Rail Authority (SCRRA) and California Public Utilities Commission (CPUC). To complete the design review SCRRA requires that a Design Review Agreement be executed for the project. More recently, there has been significant interest in establishing a Quite Zone within the City of Baldwin Park. Moreover, Metrolink has planned safety improvements to the Ramona Boulevard crossing and will be starting construction in early 2017. The work will include Quiet Zone ready improvements. With the Ramona Blvd. crossing scheduled to receive the safety improvements, Staff decided to bring similar improvements to the Pacific Avenue crossing such as pre-emption and pedestrian gates installation and make the crossing Quiet Zone ready. However, Quiet Zone improvements are not a part of the current Consultant Agreement with EBA. The complete the plans and specifications for the project, the current agreement requires to be amended to include the additional scope. Staff recommends that City Council approve the agreements with SCRRA and EBA. This will allow the plans and specifications to be completed. Once the plans are completed the item will be brought back City Council for authorization to bid the project LEGAL REVIEW This report has been reviewed and approved by the City Attorney as to legal form and content. ALTERNATIVES 1. Council may choose not to execute the Design Review Agreement with SCRRA. This is not recommended as the traffic signal intersection improvements impact the crossing and requires that work be done within the rail right-of-way. This alternative will stop the project. 2. City Council may choose to reject the amendment to the consultant agreement with EBA and direct staff to circulate an RFP for design of Quiet Zone improvements for the intersection. This action is not recommended, as the current design is 90% complete. ATTACHMENTS 1. Design Review Agreement with SCRRA 2. Amendment to the Agreement with EBA 3. Existing Consultant Agreement with EBA 4. EBA Outstanding Invoice Attachment #1 AGREEMENT NO. SCRRA SFile #: S0000041 DESIGN SERVICES AGREEMENT BETWEEN SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY AND CITY OF BALDWIN PARK FOR SIGNALIZATION OF PACIFIC AVENUE AND BOGART AVENUE This Services Agreement ("AGREEMENT") is made and entered into on this day of 2016, between the SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY ("SCRRA"), and the CITY OF BALDWIN PARK ("CITY"). Herein, SCRRA and the CITY are sometimes individually referred to as the "PARTY" and collectively as the "PARTIES". RECITALS SCRRA is a five -county joint powers authority, created pursuant to California Public Utilities Code Section 130255 and California Government Code Section 6500 et seq., to build, maintain and operate the "Metrolink" commuter train system. The five -county member agencies are comprised of the following: Los Angeles County Metropolitan Transportation Authority (Metro), Ventura County Transportation Commission (VCTC), Orange County Transportation Authority (OCTA), San Bernardino Associated Governments (SANBAG), and Riverside County Transportation Commission (RCTC). SCRRA builds, operates and maintains a commuter rail system in the five -county area on rail rights-of-way owned by the member agencies. CITY is_a municipal corporation duly organized and validly existing under the laws of the State of California with the power to carry on its business as it is now being conducted under the statutes of the State of California and the Charter of the City of Baldwin Park. The CITY desires to signalize the currently stop -controlled intersection at Bogart Avenue and Pacific Avenue, herein referred to as the "PROJECT". The intersection is adjacent to the Pacific Avenue Highway Rail Crossing, herein referred to as the "CROSSING' and identified as USDOT No. 747281C and CPUC No. 101 SG -18.71 on milepost 18.71 on the San Gabriel Subdivision. The intersection is also located to the west of the Baldwin Park Metrolink Station located at 3825 Downing Avenue. The purpose of signalizing the intersection is to clear vehicular traffic on or near the crossing during a train approach. In December 2014, the CITY first contacted SCRRA during the final stages of Preliminary Engineering. The CITY request SCRRA to review proposed plans and to assist the CITY in working with the California Public Utilities Commission (CPUC) to seek approval of the proposed improvements on a timely manner. The PARTIES acknowledge that if the CITY and its consultants and contractors need access within or adjacent to the SCRRA right-of-way to perform any design or construction work, a separate Right of Entry Agreement between SCRRA and each entity must be issued before access can be provided. While there is currently no proposed construction scope of work within the SCRRA right-of-way, the PARTIES acknowledge that a field diagnostic review with all stakeholders may require changes in the current scope. In the case that the revised scope of work requires construction AGREEMENT NO, within the SCRRA right-of-way, the PARTIES acknowledge that a separate Construction and Maintenance ("C&M") Agreement will be negotiated and entered into subsequently by the PARTIES for the actual construction and maintenance of the altered CROSSING. Completion of the design services tasks identified in this AGREEMENT does not provide sufficient effort and detail to allow a C&M Agreement to be developed and will require an amendment to this AGREEMENT. SCRRA does not receive any funding through its budget process to support third parry projects such as this one. SCRRA is required to enter into agreements, service contracts, and memorandum of understandings, or obtain deposits to cover the expenses of its staff, consultants, and contractors in the support of third -party projects. Therefore, CITY and SCRRA wish to enter into this AGREEMENT to establish roles, responsibilities, funding and processes for engineering and construction reviews, comments, and approvals of final engineering Plans, Specifications and Estimates (PS&E) for the PROJECT. AGREEMENT IN CONSIDERATION of the promises and mutual understandings of the PARTIES, and the faithful performance thereof: SECTION 1 SCRRA agrees as follows: To provide 'RAILROAD DESIGN REVIEW SERVICES" as detailed herein during the development of the design of the PROJECT as follows; a. Review and comment on design packages submitted by CITY for consistency with Metrolink design standards and criteria. b. Attend coordination meetings and make site visits as required, c. Provide design support and technical information to the design team including furnishing SCRRA design criteria and standard drawings and other similar SCRRA engineering documents. d. Coordinate with the California Public Utilities Commission to perform field diagnostic review of the PROJECT. 2. To provide one (1) set of conceptual design and cost estimate in the event that the CPUC diagnostic field review results in a revised scope of work that necessitates SCRRA to make modifications to the railroad system such as gate reconfiguration, roadway widening, or preemption time alteration. 3. The performance of any additional services set forth in Exhibit "A" beyond those described in Section I. 1., above, shall require an amendment to this Agreement signed by both Parties. SECTION II CITY agrees as follows: AGREEMENT NO. To designate its City Engineer or his or her designee as its single point of contact to coordinate with SCRRA for all Services under this agreement. 2. CITY shall fund and bear the cost of all Services. 3. The total cost of the Services provided for by this AGREEMENT shall not exceed the sum of $50,000.00. Within thirty (30) days of execution of this AGREEMENT, CITY agrees to deposit the amount of $37,500.00, which represents eighty (75%) percent of the estimated cost of Services to be provided by SCRRA under EXHIBIT "A" of this AGREEMENT. SCRRA will be reimbursed on the basis of actual cost up to the "not -to - exceed" total amount. 4. SCRRA to notify CITY in writing when seventy-five percent (75%) of the deposited funds have been exhausted and include an estimate of what, if any, additional funds are estimated to be needed to complete the services contemplated under this AGREEMENT. SECTION III MUTUAL AGREEMENT: 1. Neither SCRRA, nor the Operating Railroads as identified by SCRRA, nor any of SCRRA's board members, member agencies, officers, agents, volunteers, contractors, or employees, shall be responsible for any damage or liability occurring by reason of any acts or omissions on the part of CITY under or in connection with any aspect of the PROJECT, work, authority or obligation agreed to by the CITY under this AGREEMENT. CITY shall indemnify, defend and hold harmless SCRRA, any Operating Railroads, as identified by SCRRA, as well as their respective board members, member agencies, officers, agents, volunteers, contractors, and employees ("SCRRA Indemnities") from any and all liability, loss, expense (including reasonable attorneys' fees and other defense costs), demands, suits, liens, damages, costs, claims, including but not limited to, claims for bodily injury, death, personal injury, or property damage, that are incurred by or asserted against the SCRRA Indemnities arising out of or connected with any negligent acts or omissions on the part of CITY, its council, officers, agents, contractors, or employees under or in connection with any aspect of the PROJECT, work, authority or obligation agreed to by the CITY under this AGREEMENT. This indemnity shall survive completion of the PROJECT and the Services and termination of this AGREEMENT. 2. Neither CITY, nor its council, officers, agents, contractors, or employees shall be responsible for any damage or liability occurring by reason of any acts or omissions on the part of SCRRA, or the Operating Railroads as identified by SCRRA, under or in connection with the Services, work, authority or obligation agreed to by SCRRA under this AGREEMENT. SCRRA shall indemnify, defend and hold harmless CITY, as well as their respective council, officers, agents, contractors, and employees ("CITY Indemnities") from any and all liability, loss, expense (including reasonable attorneys' fees and other defense costs), demands, suits, liens, damages, costs, claims, including but not limited to, claims for bodily injury, death, personal injury, or property damage, that are incurred by or asserted against the CITY Indemnities arising out of or connected with any negligent acts or omissions on the part of SCRRA, any Operating Railroads as AGREEMENT NO. identified by SCRRA, as well as their respective board members, officers, agents, volunteers, contractors or employees under or in connection with any aspect of the Services, work, authority or obligation agreed to by SCRRA under this AGREEMENT. This indemnity shall survive completion of the PROJECT and the Services and termination of this AGREEMENT. 3. In addition to the rights and obligations established in Sections 111. 1. and III. 2. herein, and in contemplation of the provisions of Government Code §895.2 imposing certain tort liability jointly upon public entities solely by reason of such entities being PARTIES to an agreement, as defined in Government Code §895, each of the PARTIES hereto, pursuant to the authorization contained in Government Code §895.4 and §895.6, will assume the full liability imposed upon it or any of its officers, agents or employees by law for injury caused by any negligent or wrongful act or omission occurring in the performance of this AGREEMENT to the same extent that such liability would be imposed in the absence of §895.2 of such code. To achieve this purpose, each party agrees to indemnify and hold harmless the other for any cost or expense that may be imposed upon such other solely by virtue of said §895.2. The provisions of Civil Code §2778 are made a part hereof as if incorporated herein. Should any rights or obligations in this Section III. 3. be in conflict with Sections III. 1. and III. 2., above, the rights and obligations established in this Section III. 3. shall prevail. 4. This AGREEMENT contains the entire understanding of the PARTIES and cannot be amended or modified except by a written amendment executed by both PARTIES. 5. To the extent reasonably practicable, SCRRA and CITY shall work to resolve any disputes in a timely manner to avoid delay costs. 6. The unenforceability, invalidity, or illegality of any provision of this AGREEMENT shall not render the other provisions unenforceable, invalid, or illegal. 7. In addition to the specific provisions of this AGREEMENT, delay in performance by any party hereunder shall not be a default where delays or defaults are due to war; insurrection; strikes; lock -outs; riots; floods; earthquakes; weather; fires; casualties; accidents; emergencies; acts of God; acts of the public enemy; epidemics; quarantine restrictions; freight embargoes; lack of transportation; unusually severe weather; Federally -mandated inspections and maintenance; and/or any other causes beyond the control or without the fault of the party claiming an extension of time for any such cause. An extension of time for any such cause shall only be for the period of the enforced delay, which period shall commence to run from the time of commencement of the cause. 8. This AGREEMENT shall be construed and interpreted under the laws of the State of California. 9. Any notice sent by first class mail, postage paid, to the address and addressee, shall be deemed to have been given when in the ordinary course it would be delivered. The representatives of the PARTIES who are primarily responsible for the administration of this AGREEMENT, and to whom notices, demands and communications shall be given, are as follows: CITY: AGREEMENT NO. Manuel Lozano Mayor, City of Baldwin Park 14403 E. Pacific Avenue Baldwin Park, CA 91706 Telephone: (626) 813-5204 SCRRA: Patricia Watkins Assistant Director Public Projects Southern California Regional Rail Authority 2558 Supply St. Pomona, CA 91767 E-mail: watkinsp@scrra.net Telephone: 909-592-7937 Facsimile: [SIGNATURES APPEAR ON THE FOLLOWING PAGE] AGREEMENT NO. IN WITNESS WHEREOF, the PARTIES have executed this AGREEMENT as of the date first written above. CITY OF BALDWIN PARK By: Manuel Lozano, Mayor ATTEST: City Clerk APPROVED AS TO FORM: ? CITY ATTORNEY By: Assistant City Attorney SCRRA By: Sam Joumblat Interim Chief Executive Officer APPROVED AS TO FORM: Don Del Rio County Counsel By: Deputy Counsel AGREEMENT NO. EXHIBIT "A" PACIFIC AVENUE AND BOGART AVENUE DESIGN SERVICES AGREEMENT BUDGETED SCHEDULE AND COST As of February 2015 1. Schedule a. The anticipated duration of this project is five (5) months. 2. Level of Effort a. SCRRA will only be reimbursed for the actual costs incurred for the services. b. Estimated costs included herein, reflect the anticipated type of services; however, additional or different services may be requested as mutually agreed upon. c. The anticipated work and related cost shall not exceed the budgeted cost ceiling. d. SCRRA shall notify the CITY when SCRRA monthly expenditures are projected to exceed 75% of the deposited funds. 3. Cost Estimate The anticipated services and cost estimates may require adjustment to accommodate actual project requirements, but at no time shall the budgeted cost ceiling be exceeded, unless authorized by an amendment to this AGREEMENT. Task Cost Calculation Budget One (1) Set of Conceptual 125 hours @$200/Hour $25,000 Design and Cost Estimate � Total Not -to -Exceed $50,O00" " Attachment #Z AMENDMENT TO THE AGREEMENT FOR SERVICES This amends the Agreement entered into on the 6h day of March, 2013 by and between the City of Baldwin Park ("CITY") and Evan Brooks and Associates. ("Consultant"). A. Compensation a. City shall pay for the services performed by Consultant pursuant to the terms of this agreement at the time and manner set forth in the revised Exhibit B "SERVICE QUOTE — Amendment 3" and attached to and incorporated into this Agreement Amendment as Schedule of Compensation, in the amount not to exceed $45,000 in the current Fiscal Year. TO EFFECTUATE THIS AMENDMENT TO THE AGREEMENT, the parties have caused their duly authorized representatives to execute this Agreement on the dates set forth below. IN WITNESS WHEREOF, the parties have executed this Agreement on the day first above written. CITY OF BALDWIN PARK Manuel Lozano, Mayor Dated: ATTEST: CONSULTANT: EVAN BROOKS AND ASSOCIATES City Clerk By: Name/Title Dated: Amendment J 626._9.&01 I Office 816.521.9947 cell 12/14/16 888.421.8798 fax '�'a+" CUSTOPAER ID Baldwin Park PROJECT 1D TO Sam Gutierrez, P.E. Engineering Manager City of Baldwin Park, Public Works Department 14403 East Pacific Avenue n,.1,4..,:., D-4, re of 7r)4 i-Modiy and Revise Construction Plans a. Revise to include design of full crossing gate closure at Metrolink ROW (Field Survey and Design) 36 $160 $5,760 Engineering Design b. Revise to include pedestrian safety measures at and adjacent to Metrofink ROW (Field Survey and Design) 16 $160 $2 560 c. Revise Engineer's Cost Estimate 12 $140 $1,680 d. Develop Specifications and Special Provisions 16 $160 $2,560 Sub total Engineering Design $12,560 SCRRA/Metro Acknowledgement and Approvals SCRRA/PUC Acknowledgement and Approval a. Staff meeting review, revisions and modifications 10 $140 Maine Ave Redesign; Detailed Cost Proposal of Consultant Services Hal Suetsugu 12-16 Weeks $45.000.00 for tug crossing gate closure improvements., Baldwin Park 626.799.8011 24 $140 i-Modiy and Revise Construction Plans a. Revise to include design of full crossing gate closure at Metrolink ROW (Field Survey and Design) 36 $160 $5,760 Engineering Design b. Revise to include pedestrian safety measures at and adjacent to Metrofink ROW (Field Survey and Design) 16 $160 $2 560 c. Revise Engineer's Cost Estimate 12 $140 $1,680 d. Develop Specifications and Special Provisions 16 $160 $2,560 Sub total Engineering Design $12,560 SCRRA/Metro Acknowledgement and Approvals SCRRA/PUC Acknowledgement and Approval a. Staff meeting review, revisions and modifications 10 $140 $1,400 a. Meet with SCRRA staff to discuss pre-emption plans and logistics 36 $140 $5,040 b. Revise as per SCRRA requirements 24 $140 $3,360 c. Meet with PUC staff. Revise design plans as per PUC requirements. 24 $140 $3,360 d. Develop status report of findings 16 $120 $1,920 e. Local Assistance Coordination 20 $120 $2400 f. Materials and travel expenses $220 Sub total SCRRA/PUC Approvals $16,300 Transportation Planning and Processing 3476 Caltrans HSIP Preparation for Construction a. Staff meeting review, revisions and modifications 10 $140 $1,400 8 $140 b. Caltrans review of conceptual pedestrian improvements $1,120 c. Follow up coordination review of design 15 $140 $2100 d. Preparation of E-76 submittal including NEPA/CEQA 20 $140 $2800 e. Revise Finance Letter 8 $120 $960 f. Re -Obligation Assistance 30 $120 $3,600 g. Local Assistance Coordination 30 $120 $3,600 h. Materials and travel expenses $560 Sub total E76 Caltrans Processing $16,140 APPROVAL TO PROCEED: ,,am uunerrez, r.t. tngineenng manager va c Attachment #3 CITY COUNCIL AGENDA MAR 6 6 F • ITEM NO. BALDWIN CITY OF BALDWIN PARK 3TAFF REPORT. P - A • R• K TO: Honorable Mayor and Members of the City Council FROM: Daniel Wall, Director of Public Wor:!3 DATE: March 6, 2013 SUBJECT: AMEND CONSULTANT AGREEMENT FOR THE DESIGN OF TRAFFIC IMPROVEMENTS FOR MAINE AND PACIFIC AND AUTHORIZATION TO SOLICIT CONSTRUCTION BIDS PURPOSE This report requests that the City Council authorize the Chief Executive Officer to execute an amendment to a consultant agreement with Evan Brooks Associates (EBA) for the preparation of plans and specifications to construct traffic improvements on Maine and Pack; and authorize advertising for construction bids. BACKGROUND Maine Avenue currently narrows at Ramona due to building rights-of-way on both sides of the street This roadway configuration prevents the City from widening Maine Avenue on the southeast side to allow for additional traffic capacity. The City has $269,970 in Federal SAFETEA-LU transportation funding to widen Maine Avenue to reduce congestion at Ramona and to improve pedestrian and motorist safety. As part of this project, the City planned to acquire the Urban X property to widen Maine Avenue, but the elimination of redevelopment funds left the City unable to make the purchase. The SAFETEA-LU funding specifically identifies the widening of Maine Avenue between Bogart and Ramona, but without the acquisition of the Urban X property the City was unable to move foruward with this SAFETEA-LU funded project. This funding source was programmed in 2005, and is being phased out. It is anticipated that funding will lapse as early as September 2013. Additionally, Caltrans has listed this project as inactive. On October 22, 2012, the City was awarded a State - Highway Safety Improvement Program (HISP) Grant for $344,600 to design and construct the Bogart/Pacific signalized Intersection and median improvements. This HISP project could be combined with the SAFETEA-LU funded project to accomplish the widening required by the original SAFETEA-LU grant, without the need to acquire the Urban X property..The combined project will widen Maine Avenue between Burt and Ramona, install landscape medians along Maine Avenue and improve pedestrian crossings at Maine Avenue and Pacific. In the future, if the City is able to acquire additional right-of-way at Design of Traffic Improvements for Maine and Pacific March 6, 2013 Page 2 of 3 the Urban X site, the ultimate planned widening project can be realized at minimal additional construction cost. In order to prevent SAFTEA-LU funds from lapsing, the City must quickly design and award a construction contract for this project before September 2013. DISCUSSION By combining these two separately funded projects, the City can benefit from a lower overall cost of construction through economies of scale. To expedite the design portion of this combined project, proposals were obtained from three qualified traffic engineering firms (see proposal summary listed below) that will serve as sub consultants to EBA. City Staff verified the background and experience of the lowest cost proposer and determined it to be acceptable. Staff will oversee the design work and will plan check all submittals to assure conformance with State and Federal requirements. Trafficineerin _Sub -Consultant Pro ser DeF West Site Engineering, Inc. $28,8 Design, Inc. $3 ,889Traffic W2 design, Inc. $39,500 The combined project will include: 1. A traffic signal at Bogart and Pacific. 2. A signalized cross walk to replace the two cross walks across from the City Hall . fountain. 3. Medians to make the street more pedestrian friendly. 4. A right tum pocket in front of Urban -X to relieve traffic congestion. 5. Streamlined right tum traffic flow on Southbound Pacific/Maine. EBA will prepare the E-76 document package for Federal approval of SAFETEA LU funds to be used for design and construction, as well as the E-76 document package for Federal approval of HSIP funds to be used for construction. The cost of EBXs services for the combined project is $20,000, for an overall cost of $49,800. Design of Traffic Improvements for Maine and Pacific March 6, 2013 The following schedule is proposed for this Project: Page 3 of 3 Task: Dste':of Com .lotion: Council approval of Service Amendment March 6, 2013 Kick-off meeting with City staff March 25, 2013 City Council Workshop on Design Plans April 17, 2013 Final Design .for City staff review and approval May 30, 2013 Final Submittal 'to Caltrans for Approval June 15 2013 Proposed Construction RFP Release June 25 2013 E76 Obligation Approvals July 15, 2013 Award Construction Contractor August 15, 2013 Construction Begins September 15, 2013 Construction Completed March 31, 2014 FISCAL IMPACT The cost of the design portion of the project is $49,800. Estimated construction cost is $665,000. The anticipated total combined project cost is approximately $715,000. This project will have no fiscal impact on the General Fund. The following table shows the funds available for this project. Source of Fonds ` , 'z2. Maine Ave SAFETEA-LU $269,970 Pacific Ave / Bogart Ave. Signal Median (HSIP) $344,600 Local Match Measure R/ Pro C/ Gas Tax $100430 Total Funds Available $715,0001 There are sufficient funds to complete the project design. RECOMMENDATION Staff recommends that the City Council: 1. Authorize the Chief Executive Officer to execute an amendment to the consultant agreement with EBA, for the preparation of plans and specifications for traffic improvements to Maine and Pacific, and for the preparation of E-76 documents packages for Federal approval, for a total amount not to exceed $49,800; and 2. Authorize the Director of Public Works to advertise the completed plans for construction bids. ATTACHMENTS Amendment to the Consultant Services Contract Strategic Planning. Consultants January 24, 2013 Service Amendment Proposal To: Vijay Singhal, Chief Executive Officer City of Baldwin Park From: Hal Suetsugu, Vice President EvanBrooksAssociates RE: INTERIM MAINE AVENUE AT RAMONA REDESIGN (SAFETEA- LU) AND DESIGN FOR BOGART/PACIFIC SIGNAUZATION AND MEDIAN IMPROVEMENTS (HSIP) FEDERALLY FUNDED PROJECTS Maine Avenue at Ramona current has a SAFETEA-LU fund project that is subject to lapsing unless the City completes design and begins. construction for the widening of Maine Avenue between Ramona and Bogart Avenues. Currently, the City received $300,000 in SAFETEA-LU transportation funding to widen Maine Avenue in order to reduce congestion at Ramona and to also increase safety for both pedestrians and motorists. Because this funding source was programmed in 2005 and is phased out by the Presidential signing of a new transportation bill (Moving Ahead for Progress 21 or MAP 21), there is a distinct possibility that funding will lapse as early as September 2013. In addition, this project has been identified by Caltrans as an inactive project, which is a determinant to projects targeted for lapsing. Maine Avenue currently narrows at Ramona due to building rights-of-way on both sides of the street. This roadway configuration prevents the City from widening Maine Avenue on the southeast side to allow for additional capacity. The City planned to purchase the property in which the Urban X Fpwnl+venlr. a ge�riwt�e. 59 F.rntJr dPla�rn nuvlsa� iNN. )eAa'RAoAR. I.'N 411$.S building sits. This property was selected because of its simple design and non -historic value. Because of the State of California's elimination of - redevelopment funds and the economic downturn of recent times, the City was unable to purchase the Urban X property. This funding source specifically identifies to widen Maine Avenue between Bogart and Ramona. It order to achieve this description and utilize this funding for its intended purpose, an interim solution was recommended as a short-term solution to widening Maine Avenue. This short-term solution will implement the plans to widen Maine Avenue between Bogart and Ramona, install landscape medians along Maine Avenue and improve pedestrian crossings at Maine Avenue and Pacific. This can interim plan will leave the Urban X building untouched and design will accommodate the building footprint while designing the widening project around the building footprint. Should the City find a solution to removing the building, the plans can integrate the improvement into the ultimate widening project with minimal cost to the city. In addition, the City recently received $345,000 to implement the design and construction of the Bogart/Pacific Signalized Intersection and Median Improvements. By combining the construction of the two funded projects, the City can benefit by lowering the cost of construction. Design can immediately begin on both the interim solution to widen Maine Avenue until a solution is achieved for the purchase of the Urban X building and the newly acquired funding for the Bogart/Pacific signal and median installation. The funding estimates for construction of the combined projects are. provided below: Maine Avenue Widening (SAFETEA-LU): $300,000 (federal) Bogart/Pacific Avenues Signal/Median (HSIP): $345,000 (federal) Local Match Requirements (Measure R/Prop C): S 95.000 (local) Estimated Totals: $740,000 Pnnv i2 nf.S Cost estimates for the design of the combined project is estimated as follows: Maine Avenue Widening Interim Design Solution: $ 9,800 Bogart/Pacific Avenues Signal/Median Design: $20,000 E76 Federal Approval Safetea-Lu Design to Const: $11,000 _E76 Federal Approval HSIP Construction: S 9,000 Estimated Totals: $49,800 SCOPE OF WORK AND APPROACH Redesign and HSIP work with be provided by West Site Engineers (lowest qualified bid) to help integrate their previously approved design for the interim project design. In 2011, EBA was successful in winning the request for proposal to design the Maine Avenue widening project and has the designation of `designer of record' for this project. EBA has agreed to amend its contract to utilize the existing plans to incorporate design that accommodates the existing Urban X building footprint. In addition, West Site Engineers has provided an estimate to include the design of the Bogart/Pacific Signalization and Median Improvements (HSIP) as part of the redesign scope. 1. Street improvements Plan. Prepare a street improvement plan to accommodate a new design and HSIP improvements. Additional right- of-way may be necessary to include a. dedicated right turn only lane. The project limits will be from Ramona Blvd. on the north and Bogart Ave. on the south. The approximate length of the street improvement is approximately 700 feet. Traffic warrants are included as part of the scope of this work, however, the right-of-way certification in not part of this scope and, if needed, will be provided as a separate scope. 2. Striping Plan. Based on the Street Improvement Plan, prepare a striping plan for the project limits. 3. Engineer's Cost Estimate. Prepare an engineer's cost estimate for use when the project is issued for bid. 4. Special Provisions. Prepare special provisions for the project specifications. S. Specifications. Prepare the project specifications in consultation with City Staff. 6. Traffic Safety Control Measure Plan. Prepare field identification and evaluation of traffic safety controls, along Maine Avenue between Ramona Boulevard and Downing Avenue. Work with Metrolink and Metro to ensure coordinated efforts for proper traffic control measures during construction. PROPOSED SCHEDULE • Submit SAFETEA-LU/HSIP TIP Amendments • Council approval of Service Amendment • Kick-off meeting with City staff • Council Workshop on Design Plans • Final Design for City staff review and approval: • Final Submittal to Caltrans for Approval: • Proposed Construction RFP Release: • E76 Obligation Approval (RFA Construction): (Date depending on TIP Amendment process) • Award Construction Contractor • Construction Begins: • Construction Completed: P»!.r 4 of 5 February 28, 2013 March 6, 2013 March 25, 2013 April 17, 2013 May 30, 2013 June 15, 2013 June 25, 2013 July 15, 2013 August 15, 2013 Sept 15, 2013 March 2014 Attachment #4 626.7?9 9:8011 offi< 818.521.9947 cell 888.421.8798 fax TO Dan Wall, P.E. Public Works Director City of Baldwin Park Public Works Department 14403 East Pacific Avenue Baldwin Park, CA 91706 INVOICE NO. 15006-8 DATE June 23, 2015 CUSTOMER ID LA07 PROJECT ID 701.1-3 j t)`��'1i�� :. �• N , v 3��'���t 18t�1aC�13 t ``3 Maine Ave Redesign; Detailed Cost Proposal of c. Follow up coordination review of design $120 Consultant Services for sidewalk improvements Hal gu April 1- 31, 2015 Varies from Rail Track to Downing Ave., Baldwin Park . 11 799.8 626.799.801 1 1 -Modify and Revise Construction Plans (Project Management) a. Revise to include Maine Ave street closure and include 4 $120 $480 sidewalk design Feld Survey and Design) b. Revise tolnclude plaza design at Ramona and Maine 4 $120 $480 c. Revise to eliminate curb plan along south side of Maine. $120 Include design of driveway and median bulbouts. d. Revise plans to include mid -block crosswalk with HAWK safety system details. Revise median design. Feld survey $120 and design. e. Revise Striping Plan $120 f. Revise Engineer's Cost Estimate $120 g. Revise Specifications and Special Provisions 8 $120 $960 Sub total $1,920 2-SCRRA/Acknowledgement/E76 Approval a. Meet with SCRRA staff to discuss pre-emption plans and $140 logistics b. Revise as per SCRRA requirements $120 c. Develop status report of findings $120 3-E76 Caltrans Resubmittal a. Staff meeting review, revisions and modifications $140 b. Revise conceptual pedestrian improvements $120 c. Follow up coordination review of design $120 d. Revise E-76 submittal $120 P. Revise Finance Letter $120 Sub total SUBTOTAL Total Contract Amount Balance Remaining TOTAL DUE $1,920 $4C ;: } $1,920 888.421.8798 fax INVOICE NO. 16006-14 DATE June 7, 2016 TO Dan Wall, P.E. Public Works Director CUSTOMER ID LA07 City of Baldwin Park PROJECT ID 701.1-4 Public Works Department 14403 East Pacific Avenue Baldwin Park, CA 91706 1 -Modify and Revise Traffic Signal Plans Traffic Et Civil Engineer Ia. Redesign and update TS plan 16 1 $140 $2,240 b. Revise Striping and Signage plans 16 $140 $2,240 c. Revise Engineer's Cost Estimate 14 $140 $1,960 Id. CPUC review and revisions $120 Sub total $6,440 2 -Transportation Planning Transportation Planner 10 $140 $1,400 a. Staff meeting, Plans review, revisions and coordination Maine Ave Redesign; Detailed Cost Proposal of Consultant Services for sidewalk Hal Suetsugu $140 improvements from Rail Track to Downing 626.799.8011 May 1- 31, 2016 $140-$120 Ave., Baldwin Park SUBTOTAL $7,840 1 -Modify and Revise Traffic Signal Plans Traffic Et Civil Engineer Ia. Redesign and update TS plan 16 1 $140 $2,240 b. Revise Striping and Signage plans 16 $140 $2,240 c. Revise Engineer's Cost Estimate 14 $140 $1,960 Id. CPUC review and revisions $120 Sub total $6,440 2 -Transportation Planning Transportation Planner TOTAL DUE $7,840 10 $140 $1,400 a. Staff meeting, Plans review, revisions and coordination b. follow up coordination review of design $140 Sub total $1,400 SUBTOTAL $7,840 Amendment 4 Contract Amount , $7 Balance Remaining $7 TOTAL DUE $7,840 626.799.8011 office 818.521.9947 cell 888.421.8798 fax INVOICE NO. 1 5001 0-1 1 DATE October 22, 2015 TO Dan Wall, P.E. Public Works Director CUSTOMER ID LA07 City of Baldwin Park PROJECT ID 701.1-4 Public Works Department 14403 East Pacific Avenue Baldwin Park, CA 91706 Maine Ave Redesign; Detailed Cost Proposalof Hal Suetsugu Consultant Services for sidewalk improvements September 1- 30, 2015 Varies from Rail Track to Downing Ave., Baldwin Park 626.799.8011 1-AAodify and Revise Construction Plans a. Revise to include Maine Ave street closure and include sidewalk design (Field Survey and Design) a. Staff meeting review, revisions and modifications $120 $588 b. Revise conceptual pedestrian improvements b. Revise to incorporate civic plaza design and new pedestrian and bicycle designs $1 $120 c. Revise plans to include mid -block crosswalk with HAWK safety system details. Revise median design. Feld survey and design. $120 $120 e. Revise Finance Letter $120 d. Revise Striping Plan $120 $588 e.Revise Engineer's Cost Estimate $1,308 .._.................................... $1,308 $120 f. Revise Specifications and Special Provisions 6 $120 $720 Sub total $720 3-E76 Caltrans Resubmittal a. Staff meeting review, revisions and modifications 4.2 $140 $588 b. Revise conceptual pedestrian improvements $120 c. Follow up coordination review of design $120 d. Revise E-76 submittal $120 e. Revise Finance Letter $120 Subtotal $588 SUBTOTAL Amendment 4 Contract Amount Balance Remaining7`* TOTAL DUE $1,308 .._.................................... $1,308 626.794:801 1 office 818.521.9947 cell 888.421.8798 fax INVOICE NO. 15009-16 DATE September 8, 2015 TO Dan Wall, P.E. Public Works Director CUSTOMER ID LA07 City of Baldwin Park PROJECT ID 701.1-3 Public Works Department 14403 East Pacific Avenue Baldwin Park, CA 91706 Maine Ave Redesign; Detailed Cost Proposal of gu Consultant Services for sidewalk improvements Hal 626.7799.899.8Suets11 011 May 1 -August 1, 2015 Varies from Rail Track to Downing Ave., Baldwin Park 1 -Modify and Revise Construction Plans (Project Management) a. Revise to include Maine Ave street closure and include sidewalk design (Field Survey and Design) b. Revise tolnclude plaza design at Ramona and Maine c. Revise to eliminate curb plan along south side of Maine. Include design of driveway and median bulbouts. d. Revise plans to include mid -block crosswalk with HAWK safety system details. Revise median design. Feld survey and design. e. Revise Striping Plan f. Revise Engineer's Cost Estimate Ig. Revise Specifications and Special Provisions Acknowledgement/E76 Approval Ia. Meet with SCRRA staff to discuss pre-emption plans and b. Revise as per SCRRA requirements c. Develop status report of findings 6 Caltrans Resubmittal a. Staff meeting review, revisions and modifications b. Revise conceptual pedestrian improvements c. Follow up coordination review of design d. Revise E-76 submittal e. Revise Finance Letter O® $720 $720 $240 $1,680 Sub total $420 SUBTOTAL $2,100 Total Contract Amount 400 Balance Remaining ................................. TOTAL DUE $2,100 818.521.994.7 cell 888.421.8798 fax TO Dan Wall, P.E. Public Works Director City of Baldwin Park Public Works Department 14403 East Pacific Avenue Baldwin Park, CA 91706 INVOICE NO. 15009-4 DATE September 8, 2015 CUSTOMER ID LA07 PROJECT ID 701.1-4 Maine Ave Redesign; Detailed Cost Proposal of Consultant Services for sidewalk improvements Hal 626.799.8 799.8011 Suetsugu June 1 -August 31, 2015 Varies 11 from Rail Track to Downing Ave., Baldwin Park 1 -Modify and Revise Construction Plans a. Revise to include Maine Ave street closure and include sidewalk design (Feld Survey and Design) a. Staff meeting review, revisions and modifications $lp $840 b. Revise conceptual pedestrian improvements b. Revise to incorporate civic plaza design and new pedestrian and bicycle designs $480 $120 $120 c. Revise plans to include mid -block crosswalk with HAWK safety system details. Revise median design. Field survey and design. $120 $120 e. Revise Finance Letter $120 d. Revise Striping Plan $120 $1,320 e.Revise Engineer's Cost Estimate $1,320 4fl0 $1,320 $120 f. Revise Specifications and Special Provisions $120 Sub total $0 3-E76 Caltrans Resubmittal a. Staff meeting review, revisions and modifications 6 $140 $840 b. Revise conceptual pedestrian improvements 4 $120 $480 c. Follow up coordination review of design $120 d. Revise E-76 submittal $120 e. Revise Finance Letter $120 Sub total $1,320 SUBTOTAL Amendment 4 Contract Amount Balance Remaining TOTAL DUE $1,320 4fl0 $1,320 625:799.8011 office 818..521.9947 cell 888.421.3798 fax TO Dan Wall, P.E. Public Works City of Baldwin Park Public Works Department 14403 East Pacific Avenue Baldwin Park, CA 91706 INVOICE NO. 14010-13 DATE November 13, 2014 Director CUSTOMER ID LA07 PROJECT ID 701.1-3 t -Modify and Revise Construction Plans 'p Maine Ave Redesign; Detailed Cost Proposal of a. Revise to include Maine Ave street closure and include sidewalk design (Feld Survey and Design) 12 $120 Consultant Services for sidewalk improvements from Hal Suetsugu September 13- Varies Rail Track to Downing Ave., Baldwin Park 626.799.801 1 October 30, 2014 c. Revise to eliminate curb plan along south side of Maine. Include design of driveway and median bulbouts. t -Modify and Revise Construction Plans a. Revise to include Maine Ave street closure and include sidewalk design (Feld Survey and Design) 12 $120 $1,440 b. Revise to eliminate plaza design at Ramona and Maine 4 $120 $480 c. Revise to eliminate curb plan along south side of Maine. Include design of driveway and median bulbouts. 8 $120 $960 d. Revise plans to include mid -block crosswalk with HAWK safety system details. Revise median design. Feld survey and design. 12 $120 $1,440 e. Revise Striping Plan 4 $120 $480 P. Revise Engineer's Cost Estimate $120 $0 Ig. Revise Specifications and Special Provisions $120 $0 Sub total $4,800 2-SCRRA/Acknowledgement/E76 Approval a. Meet with SCRRA staff to discuss pre-emption plans and logistics 4 $140 $560 b. Revise as per SCRRA requirements, $120 $0 c. Develop status report of findings $120 $0 3-E76 Caltrans Resubmittal a. Staff meeting review, revisions and modifications 2 $140 $280 b. Revise conceptual pedestrian improvements 1 $120 $120 c. Follow up coordination review of design 1 $120 $120 d. Revise E-76 submittal $120 $0 e. Revise Finance Letter $120 $0 Sub total $1,080 III SUBTOTAL $5,880 Total Contract Amount Balance Remaining TOTAL DUE $5,880 626.799.8011 office 818.521.9947 cell INVOICE NO. 15006-8.1 888.421,8798 fax DATE June 23, 2015 TO Dan Wall, P.E. Public Works Director CUSTOMER ID LA07 City of Baldwin Park PROJECT ID 701.1-4 Public Works Department 14403 East Pacific Avenue Baldwin Park, CA 91706 Maine Ave Redesign; Detailed Cost Proposal of Consultant Services for sidewalk improvements Hal Suetsugu May 1-31, 2015 Varies from Rail Track to Downing Ave., Baldwin Park 626.799.8011 1 -Modify and Revise Construction Plans a. Revise to include Maine Ave street closure and include a. Staff meeting review, revisions and modifications $140 b. Revise conceptual pedestrian improvements sidewalk design (Feld Survey and Design) 15 $120 $1 800 b. Revise to incorporate civic plaza design and new $120 e. Revise Finance Letter $120 pedestrian and bicycle designs 20 $120 $2 400 c. Revise plans to include mid -block crosswalk with HAWK $4,200 $...3.:WNIN $4,200 safety system details. Revise median design. Feld survey $120 and design. d. Revise Striping Plan $120 e.Revise Engineer's Cost Estimate $120 f. Revise Specifications and Special Provisions $120 Sub total S4200 3-E76 Caltrans Resubmittal a. Staff meeting review, revisions and modifications $140 b. Revise conceptual pedestrian improvements $120 c. Follow up coordination review of design $120 d. Revise E-76 submittal $120 e. Revise Finance Letter $120 Sub total SUBTOTAL Amendment 4 Contract Amount balance Remaining TOTAL DUE $4,200 $...3.:WNIN $4,200 ST ITEM NO. I? TO: Honorable Mayor and City Councilmembers FROM: Amy L. Harbin, AICP, City Planner Abraham Tellez, Associate Planner DATE: December 21, 2016 q SUBJECT: A REQUEST FOR CONSIDERATION OF A MITIGATED NEGATIVE DECLARATION OF ENVIRONMENTAL IMPACT, A GENERAL PLAN AMENDMENT, ZONE CHANGE, TENTATIVE TRACT MAP TO SUBDIVIDE FOUR (4) PROPERTIES INTO FORTY-EIGHT (48) PROPERTIES AND A SPECIFIC PLAN FOR THE DEVELOPMENT OF A 47 UNIT SINGLE-FAMILY DETACHED GATED CONDOMINIUM PROJECT AND ONE (1) COMMON LOT (LOCATION: 14837-14839 PACIFIC AVENUE; ASSESSOR'S PARCEL NUMBERS: 8438-015-037, - 043, -047, -059, -065 THROUGH -103, -060, -061, -062, -105; APPLICANT: CAL 33 PARTNERS, LLC; CASE NUMBERS: AGP-118, Z-555, SP 16-01, AND TM -73354.) SUMMARY This report requests City Council consideration and recommendation to the City Council to approve the following: (1) A mitigated negative declaration of environmental impact; and (2) A general plan amendment to change the land use designation on five (5) properties from Garden Multi -Family Residential to Multi -Family Residential and four (4) properties from Mixed Use to Multi -Family Residential; and (3) A zone change on five (5) properties from Residential Garden Planned Development (RG/PD) to High -Density Residential (R3) and four (4) properties Mixed -Use 2 (MU -2) to High -Density Residential (R3); and (4) A Specific Plan Overlay (SP 16-01) for the facilitation of a detached 47 unit, single-family, gated condominium project pursuant to Subchapter 153.210.660 of the City's Municipal Code. (5) A Tentative tract map to consolidate four (4) thereof into one (1) lot of land for a 47 dwelling unit residential condominium subdivision and one (1) common lot, pursuant to Table 152.10 in the City's Municipal Code. AGP-118, Z-555, TM -73354, and SP 16-01 December 21, 2016 Page 2 of 3 FISCAL IMPACT All units are proposed to be for -sale and market -rate, which will increase property tax revenues for the City. The project will also increase housing with new residents likely to spend their disposable income within the City. The developer is also required to pay Development Impact Fees to the City, which are detailed in Table #8 of this report. Therefore, the project will not have any negative fiscal impacts to the City. RECOMMENDATION Staff and the Planning Commission recommend that the City Council open the public hearing and following the public hearing: 1) Adopt Resolution 2016-158 entitled, "A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BALDWIN PARK APPROVING AND ADOPTING THE MITIGATED NEGATIVE DECLARATION OF ENVIRONMENTAL IMPACT FOR A GENERAL PLAN AMENDMENT, A ZONE CHANGE, A SPECIFIC PLAN TO FACILITATE THE DEVELOPMENT OF A 47 -UNIT SINGLE-FAMILY DETACHED GATED CONDOMINIUM PROJECT, AND FOR A TENTATIVE TRACT MAP. (LOCATION: 14837-14839 PACIFIC AVENUE; ASSESSOR'S PARCEL NUMBERS: 8438-015-037, - 043, -047, -059, -065 THROUGH -103, -060, -061, -062, -105; APPLICANT: CAL 33 PARTNERS, LLC; CASE NUMBERS: AGP-118, Z-555, TM -73354, AND SP 16-01)" And 2) Adopt Resolution 2016-159 entitled, "A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BALDWIN PARK ADOPTING THE FINDINGS OF FACT AND APPROVE A GENERAL PLAN LAND USE MAP AMENDMENT, A TENTATIVE TRACT MAP, AND A SPECIFIC PLAN TO SUBDIVIDE FOUR LOTS INTO FORTY- EIGHT FOR A 47 -UNIT DETACHED GATED CONDOMINIUM PROJECT AND ONE COMMON LOT WITHIN THE R -G (RESIDENTIAL GARDEN) AND MU -2 (MIXED USE 2) ZONES (LOCATION: 14837-14839 PACIFIC AVENUE; ASSESSOR'S PARCEL NUMBERS: 8438-015-037, -043, -047, -059, -065 THROUGH -103, -060, -061, -062, -105; APPLICANT: CAL 33 PARTNERS, LLC; CASE NUMBERS: AGP-118, Z-555, TM - 73354, AND SP 16-01)." And 3) Introduce for first reading, by title only and waive further reading, Ordinance 1393, entitled, "AN ORDINANCE OF CITY COUNCIL OF THE CITY OF BALDWIN PARK ADOPTING THE FINDINGS OF FACT AND APPROVING A ZONE CHANGE FROM RG/PD (RESIDENTIAL GARDEN PLANNED DEVELOPMENT) AND MU -2 (MIXED- USE 2) TO R-3 (HIGH DENSITY RESIDENTIAL) AND TO APPLY THE SPECIFIC PLAN (SP) OVERLAY TO THE PROPERTY IDENTIFIED WITH ASSESSOR PARCEL NUMBERS 8438-015-037, -059, -043, AND -047 (APPLICANT: CAL 33 PARTNERS, LLC; CASE NUMBER Z-555)." G:WBRAHAM%EMillementsVrM-7335414827-14839 Pacific AvelStafF Report and Resolution\Revised Draft Staff Report Pacific Villas 12-21-16.doc AGP-118, Z-555, TM -73354, and SP 16-01 December 21, 2016 Page 3 of 3 BACKGROUND On December 7, 2016, the City Council heard staff's report and opened the project for public hearing (See City Council Staff Report Attachment #6). After closing the public hearing, the City Council continued the item to their regular meeting on December 21, 2016. The City Council directed the applicant to incorporate the following: 1) architectural enhancements to the elevations; 2) landscape enhancements to the site; and 3) enhancements to the outdoor amenities. The applicant submitted revised plans on December 14, 2016 addressing the City Council's request. The applicant proposes the following enhancements: • Ornamental metal grill over select windows • Ornamental metal pot shelf at select window sills • Ornamental metal Juliette balcony at Villa 3 master bedroom • Ornamental metal railing with stucco brace at Villa 2A balcony • Mixture of ornamental metal railings and wood railings • Manufactured pipe Vents at gable ends • Shutters at select windows • Supporting brackets at 3rd floor projection at Villa 2 rear elevations • Column bracket and base at porches and balconies • Arbor over garage door at Villa 1B • Arbor on Villa 2A zero wall elevation • Extension of brick or stone at first floor on zero wall elevations • Strategic addition and relocation of windows to reduce blank wall - Villas 2 and 3 • Increased contrast in color schemes and palettes • Manufactured stone as an added material - less brick • Addition of Metal trellis panels with vines at end of streets near parking areas. • Addition of vines on walls throughout project. • Addition of entry arbor, BBQ, water feature, benches, metal trellis with vines against walls, and walkways in pocket park location. • A passive recreation area replaces the community garden. The passive park incorporates a beautiful arbor with decorative masonry pilasters at the entry to the space. The central focus of the park is a large lawn play area with concrete walkways incorporating seating and a bbq on either side. The focal point of the park is flowering trees flanking a decorative water feature with. decorative paving. A large hedge on the back wall and decorative metal arbors with vines soften the surrounding walls. LEGAL REVIEW This report has been reviewed and approved by the City Attorney's Office as to legal form and content. ATTACHMENTS #1, Exhibit "A", Specific Plan SP 16-01, dated December 21, 2016 (revised) #2, Exhibit `B", Plans, dated December 21, 2016 (revised) #3, City Council Resolution 2016-158 #4, City Council Resolution 2016-159 #5, Ordinance 1393 #6, City Council Staff Report with Attachments dated December 7, 2016 G:WBRAHAlAEntltlements%TM-7335414827-14839 Pacific Ave%Statf Report and Resolution\Revised Draft Staff Report Pacific Villas 12-21-16.doc ATTACHMENT #1 EXHIBIT "A" (Revised) SPECIFIC PLAN SP 16-01 0 EXHIBIT "A" DATE* D ece m be r 21. 2 016 CASE NUMBER: AGP-118, 7-555, SFI 15-01 & TM -733354 APPLICANT: Cal 33 Partners, [ 1, C 0 tai -23: u CL N U rq 19 co 00 wa LU 71 tai mm 7, Cl LU 71 TM ou 04 N (,N (,q r4 Qj fn LLJ > C a > t L > r c c c c -r m m m f-5 CN a a ... . ...... llj IIJ ru JE C, > E n - .. ... CL L- ... .. 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OL L -L m 5 m 0 N m LL u C) N 0 m 9 \ \w. �� �\\� �� /�< r y.. .�/ � y �\< 2 %�\ ��c \\ 0 m 9 0 m R2 LL N" Ile T VON/ R2 LL N" 'Iry�\�^��\(�/� RB S., I R2 '77 9 K � � \ � � \/� R2 '77 9 �� � � /� � \ � � \� � \ z � \\} N \/� \ �� � \ LL u R", M o m a lig 7�a ii. . ... ..... wa Is 's LL Is 's if6 ol i w ,4vmjj% "I Mill I m IN JAV ?JIJ'qcd (\[( \j CL u ATTACHMENT #3 CITY COUNCIL RESOLUTION 2016-158 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BALDWIN PARK APPROVING AND ADOPTING THE MITIGATED NEGATIVE DECLARATION OF ENVIRONMENTAL IMPACT FOR A GENERAL PLAN AMENDMENT, A ZONE CHANGE, A SPECIFIC PLAN TO FACILITATE THE DEVELOPMENT OF A 47 -UNIT SINGLE- FAMILY DETACHED GATED CONDOMINIUM PROJECT, AND FOR A TENTATIVE TRACT MAP. (LOCATION: 14837- 14839 PACIFIC AVENUE; ASSESSOR'S PARCEL NUMBERS: 8438-015-037, -043, -047, -059, -065 THROUGH -103, -060, -061, -062, -105; APPLICANT: CAL 33 PARTNERS, LLC; CASE NUMBERS: AGP-118, Z-555, TM -73354, AND SP 16-01) WHEREAS, in connection with the proposed general plan amendment, zone change, speck plan, and tentative tract map was prepared on behalf of the Planning Division, a Mitigated Negative Declaration of Environmental Impact, pursuant to the California Environmental Quality Act (CEQA). WHEREAS, the Mitigated Negative Declaration, which is attached hereto as Exhibit A and incorporated herein as if fully set forth, was made available for public review and comment pursuant to law. WHEREAS, the Mitigated Negative Declaration has been prepared incorporating any comments received during the review period and any responses to those comments. WHEREAS, the City Council has read and considered the Mitigated Negative Declaration. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF BALDWIN PARK DOES HEREBY RESOLVE AS FOLLOWS: that: SECTION 1. The City Council does hereby find, determine and declare a) An Initial Study and Mitigated Negative Declaration of Environmental Impact were prepared for the Project in accordance with the provisions of the California Environmental Quality Act (CEQA) and the State CEQA Guidelines. b) The Initial Study and Negative Declaration were made available to the public for review and comment from August 18, 2016 to September 8, 2016 as required by law. Resolution 2016-158 Page 2 c) A properly noticed public hearing was held by the Planning Commission of the City of Baldwin Park on September 28, 2016, October 26, 2016, and November 9, 2016, at which time evidence was heard on the Initial Study and Mitigated Negative Declaration. At the hearing, the Planning Commission fully reviewed and carefully considered that evidence and the Planning Commission recommended approval of the mitigated negative declaration for the Project. d) A properly noticed public hearing was held by the City Council of the City of Baldwin Park on December 21 2016, at which time evidence was heard on the Initial Study and Mitigated Negative Declaration. At the hearing, the City Council fully reviewed and carefully considered them, together with any comments received during the public review period. SECTION 2. The City Council reviewed and considered the Mitigated Negative Declaration of Environmental Impact and determined the Project will not have a significant impact on the environment. The Mitigated Negative Declaration of Environmental Impact is therefore hereby approved. SECTION 3. The City Clerk shall certify to the adoption of this Resolution and forward a copy hereof to the Secretary of the Planning Commission. PASSED AND APPROVED this 21St day of December, 2016 MANUEL I_OZANO MAYOR Resolution 2016-158 Page 3 ATTEST: STATE OF CALIFORNIA COUNTY OF LOS ANGELES SS. CITY OF BALDWIN PARK I, ALEJANDRA AVILA, City Clerk, of the City of Baldwin Park, do hereby certify that the foregoing Resolution No. 2016-158 was duly and regularly approved and adopted by the City Council of the City of Baldwin Park at a regular meeting thereof, held on the 21" day of December, 2016 by the following vote: AYES: COUNCIL MEMBERS: NOES: COUNCIL MEMBERS: ABSENT: COUNCIL MEMBERS: ABSTAIN: COUNCIL MEMBERS: ALEJANDRA AVILA CITY CLERK ATTACHMENT #4 CITY COUNCIL RESOLUTION 2016-159 RESOLUTION 2016-159 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BALDWIN PARK ADOPTING THE FINDINGS OF FACT AND APPROVE A GENERAL PLAN LAND USE MAP AMENDMENT, A TENTATIVE TRACT MAP, AND A SPECIFIC PLAN TO SUBDIVIDE FOUR LOTS INTO FORTY-EIGHT FOR A 47 -UNIT DETACHED GATED CONDOMINIUM PROJECT AND ONE COMMON LOT WITHIN THE R -G (RESIDENTIAL GARDEN) AND MU -2 (MIXED USE 2) ZONES (LOCATION: 14837-14839 PACIFIC AVENUE; ASSESSOR'S PARCEL NUMBERS: 8438-015-037, -043, -047, -059, -065 THROUGH -103, - 060, -061, -062, -105; APPLICANT: CAL 33 PARTNERS, LLC; CASE NUMBERS: AGP-118, Z-555, TM -73354, AND SP 16-01). THE CITY COUNCIL OF THE CITY OF BALDWIN PARK DOES HEREBY RESOLVE AS FOLLOWS: SECTION 1. That the City Council of the City of Baldwin Park does hereby find, determine, and declare as follows: (a) That applications ("Applications") for a General Plan Amendment (AGP-118), Specific Plan (SP 16-01), and Tentative Tract Map (TM -73354) were submitted on behalf of the owner of certain real property, identified by Los Angeles County Assessor's Parcel Numbers: 8438-015-037, -043, -047, -059, -065 THROUGH -103, -060, -061, -062, - 105, in the City of Baldwin Park, described more particularly in the Applications on file with the City Planner; and (b) The Applications are sought to allow the approval of: (1) a General Plan Amendment (AGP-118) to change the land use designation from Garden Multi -Family Residential or Mixed Use to Multi -Family Residential (Section 153.210 Part 16); (2) a Specific Plan (SP 16-01) for the development of forty-seven (47) detached condominiums (Section 153.110); and (3) a tentative tract map to subdivide four (4) lots into forty- eight (48) properties for a 47 -unit detached condominium project with one (1) common lot (Table 152.10 in the City's Municipal Code); and (c) That a duly noticed public hearing was held on said Applications by the City Council, and based upon evidence presented including applicable staff reports for the General Plan Amendment, Zone Change, Specific Plan and Tentative Tract Map and each member of the City Council being familiar with the properties, it was determined that the facts as required by the Baldwin Park Municipal Code for the granting of Resolution 2016-169 Paqe 2 such Applications are present and that the City Council should approve the General Plan Amendment, Specific Plan, and the Tentative Tract Map; and SECTION 2. The City Council does hereby adopt the following Findings of Fact applicable to all General Plan Amendments: a) The amendment is consistent with the goals, policies and objectives of the General Plan. The general plan amendment would be consistent with the goals, policies and objectives of the General Plan in that it would allow for a change of the residential land use density of the major project site for a higher density as well as changing the land use designations for the remainder project properties so as not to create a `spot zoning' issue. Specifically, the general plan amendment, which consists of changing the land use designation from Garden Multi -Family Residential or Mixed Use to Multi -Family Residential, would satisfy Goal 2.0 of the Land Use Element which states that the City should accommodate new development that is compatible with and complements existing conforming land uses; and b) The amendment will not adversely affect surrounding properties. The general plan amendment would place a vacant property into a specific plan overlay district in order to develop the property as a part of a comprehensive plan for a forty-seven (47) unit detached condominium development. The development of this vacant property would complement and enhance adjacent residential and commercial areas; and c) The amendment promotes public health, safety and general welfare. The general plan amendment would promote the public health, safety and general welfare of adjacent development and the City as a whole because it would provide for the development of a property that is currently vacant. The general plan amendment would further the goal to improve the area with a detached condominium development that increases the city's housing stock and would enhance the areas and properties around the site; and d) The amendment serves the goals and purposes of the zoning code. The general plan amendment in conjunction with a zone change serves the goals and purposes of the zoning code in that it provides for the orderly development of a new detached condominium community on an area that is currently vacant. For consistency between general plan land use and zoning, the general plan amendment would allow for the zone to be changed to allow High Density Residential and the Specific Plan Overlay, which would result in the proposed development. Policy 3.3 of the Housing Element encourages consistency between the Resolution 2016-159 Paqe 3 general plan land use designation and zoning classification. SECTION 3. The City Council does hereby adopt the Findings of Fact applicable to all Specific Pians: a) The specific plan is consistent with and provides for the orderly, systematic and specific implementation of the General Pian. The specific plan is consistent with the goals, policies and objectives of the General Plan, in that it provides for the orderly development of a specific detached condominium housing development with up to a maximum of 47 detached dwelling units. The specific plan is located within an area that includes residential and commercial properties. The site is currently vacant. Goal 3.0 of the General Plan Land Use Element calls for the revitalization of detedorating land uses and properties; and b) The land use and development regulations within the specific plan are comparable in breadth to regulations contained in this chapter. The development regulations outlined within the specific plan amendment are consistent with the purpose and intent of the Multi -Family Residential (R3) Zone in that they allow for the development of a single family detached condominium project (including private yards, garages, and common amenities) that provides a traditional single-family detached housing community at higher density; and C) The specific plan will not adversely affect the public health and safety or result in incompatible land uses. This specific plan allows for the comprehensive development of a forty-seven (47) unit single- family, detached gated condominium development. The specific plan covers a 3.17 acre site that is located on a prominent intersection within the City. Currently the site is vacant and an eyesore to the public, resulting in blight within the property and to those areas surrounding the site. Development of a new residential community, as proposed in the specific plan, would enhance adjacent residential and commercial properties; and d) The specific plan provides the framework to phase and pace growth within the specific plan area as to ensure completion of all necessary public facilities concurrently with completion of development entailed in the specific plan. The specific plan is not phased. It is anticipated that the developer, Cal 33 Partners, LLC will construct the 47 unit single-family detached condominium project in one phase. Development of the proposed project will comply with the development standards and design guidelines contained within the specific plan; and e) The specific plan identifies adequate financing mechanisms for the infrastructure and public facilities required to support the development. The Applicant shall be required to provide all infrastructure as required by the City and any outside utility companies to the project site Resolution 2016-159 Paqe 4 as part of not only the Specific Plan, but also the tentative tract map (TM - 73354). There are no financing mechanisms noted in the specific plan and financing of the infrastructure and the overall development will be completely borne by the Developer. Maintenance of all common areas and gated access will be the responsibility of the homeowners association, established through the Covenants, Conditions and Restrictions (CC&Rs) for the project. SECTION 4. The City Council does hereby adopt the Findings of Fact applicable to Tentative Tract Maps: a) Adequate systems designed, and constructed to provide all necessary utilities to each lot proposed to be created, including, but not limited to, facilities for water, natural gas, electricity, cable television and telecommunications telephone services. Requests for comments/conditions on the proposed tract map were sent to outside entities as indicated in the staff report on February 3, 2016. The following agencies responded: Los Angeles County Sanitation District and Los Angeles County Fire Department. Comments and conditions from the responding agencies have been addressed in the findings and are included, as applicable, as conditions of approval of the tentative tract map. Additionally, staff includes a general condition of approval that any and all conditions and requirements from outside agencies and utility companies shall be met or provided for prior to finalizing the tentative tract map. Accordingly, the proposed project, with the recommended conditions of approval from the various utility companies, would have all necessary utilities. b) An adequate domestic water distribution system designed and constructed to service each lot proposed to be created. The subject property is serviced by Valley County Water District. The proposed project will be connected through new water service to the units. The Public Works Department has also indicated that each unit is required to have separate water service. As a result, the proposed units would be serviced by an adequate domestic water distribution system approved by the Fire Department. As conditioned, the proposed units would be serviced by an adequate domestic water distribution system. c) An adequate sewage system designed and constructed to serve each lot proposed to be created. The Sanitation District of Los Angeles County (District) has issued a letter which is summarized as follows: (1) wastewater flow will discharge into a Resolution 2016-159 Paqe 5 local sewer line not maintained by the District; (2) generated wastewater is treated at the San Jose Creek Water Reclamation Plant or the Whittier Narrows Water Reclamation Plant; (3) the expected increase in average wastewater flow will be approximately 12,220 gallons per day (260 gallons per new dwelling unit); and (4) a connection fee shall be paid as determined by the Sanitation District (Attachment #9). d) An adequate storm water drainage system designed and constructed to serve each lot proposed to be created. Pursuant to the Public Works Department's comments (Attachment #7), the Applicant will not be required to provide off-site improvements relating to storm water drainage dependent upon review and approval of a submitted grading plan for the properties. However, any proposed construction will be subject to the City's Development Impact Fee, Flood Control. Provided that the Applicant meets the conditions of approval and the grading plan is approved, there should be adequate storm water drainage for each lot. e) An adequate public and/or private street and/or alley system designed and constructed to serve each lot proposed to be created. The City's Public Works Department has determined that there is an adequate public street system to serve the project. However, certain conditions of approval are required that relate to the public right-of-way and include construction of drive approaches which meet ADA requirements, ADA compliant wheel chair ramp, installation of street trees, and replacement/reconstruction of any damaged public right-of-way or street improvements during the construction process in accordance with the City's current standards. The internal roadway will be gated and privately owned and maintained by the homeowners association. f) An adequate traffic regulatory system, including necessary traffic signals, signs, pavement markings and stripings. The City's Public Works Department has concluded the current conditions provide for an adequate traffic regulatory system, however, specific improvements are required to the public right-of-way including street tree planting, new parkway irrigation and landscaping, ADA compliant wheel chair ramp, new drive approach construction and replacement/reconstruction of any damaged existing improvements as a result of the new construction. These requirements are outlined in through the Public Works Conditions of Approval. As such, the project will adequately mitigate any traffic impacts. Resolution 2016-159 Paqe 6 g) The undergrounding of utilities pursuant to Chapter 97, part 2 (Underground Utility Districts) of the Municipal Code. Pursuant to Chapter 97, part 2 of the City's Municipal Code, the Applicant shall be required to underground the utilities, not only to the site, but to each individual property. This requirement is also addressed as part of the overall plan check requirements for not only review of the final map, but also the proposed construction of any new dwelling units. h) Any and all other improvements found necessary by the City to provide all services to each lot proposed to be created. Staff is of the opinion that, provided that the Applicant obtains approval by the City Council on the tract map and the related general plan amendment, zone change, specific plan, and meets and or exceeds the conditions of approval, the lot(s) would have adequate service and could be subdivided consistent with the City's codes. i) In addition to the improvements as required by the City's Municipal Code and Departments, there are also design requirements for the proposed tentative tract map that need to be met. Pursuant to Section 152.12 of the City's Municipal Code, the design of the subdivision shall conform to the requirements of this Chapter 152, any and all design requirements set forth in the General Plan, the design and development standards established for the associated zoning district per the Zoning Code, the applicable design guidelines set forth in the Design Guidelines Manual, generally accepted engineering standards, and to such standards required by the City, including, but not limited to, plans for grading and erosion control. The Planning Division has reviewed the proposed subdivision in conjunction with the proposed specific plan and the proposed lots each meet the minimum development standards contained within the Municipal (Zoning) Code, including, minimum lot size, lot depth, and lot width, in addition to those conditions and development standards contained in the specific plan. As a condition of approval, any existing structures located on the property shall be demolished or brought into conformance with the current Zoning Code and/or adopted specific plan amendment standards prior to the tract map being finalized. Additionally the tentative tract map is consistent with Goal 2.0 of the Land Use Element of the General Plan which states "accommodate new development that is compatible with and compliments existing conforming land uses" as the proposed lots meet the existing development standards contained in the Code. Resolution 2016-159 Page 7 Any future development on the subject properties will be subject to the Specific Plan SP 16-01, provided it is adopted by the City Council, otherwise, any future development will be subject to the current density for the respective zoning designation, development standards, design guidelines, and processes at the time of submittal. The Public Works Department, as part of their comments, has included a requirement for the Applicant to submit plans relating to grading and erosion control for review and approval. SECTION 6. The City Council does hereby adopt the Conditions of approval applicable to Tentative Tract Maps: a) The subject property shall be subdivided and maintained in substantial compliance with Exhibits 'A' and `B' dated November 9, 2016; and b) Covenants, conditions, and restrictions (CC&R's) and a Homeowner's Association (HOA) (or equivalent) as approved by the California Department of Real Estate shall be incorporated into the development. CC&R's shall be subject to review and approval by the City Attorney's Offioe at the expense of the Applicant; and c) Language shall be included in the CC&R's which prohibit property owners and/or the HOA from purposely damaging and/or removing trees from private property without the City's (Tree Officer) written approval; and d) Language shall be included in the CC&R's that prohibit bright floor light fixture placement along the street side elevations of the dwelling units; and e) The Homeowner's Association (HOA) or equivalent, or the CC&R's shall be responsible for the following: i. On-going maintenance and upkeep of any trees in accordance with the City's Standards on private property within the front yard and street side yard areas between the public right-of-way and the structures; and ii. On-going maintenance and upkeep of any landscaping within the front yard and street side yard areas on private property between the public right-of-way and the structures or private common areas and the structures; and f) Any fences and/or walls shall be subject to the development standards contained in the specific plan relating to material, maximum Resolution 2016-159 Pane 8 allowable height and yard setback. Proposed wall material shall be decorative and subject to review and approval by the Planning Division; and g) Should any existing trees on the property that are designated as a Mature Tree in accordance with the City's Tree Ordinance be removed, a tree removal application shall be submitted to the City's Tree Department (Planning Division) for review and approval prior to any said removal; and h) Any proposed structures shall be developed in compliance .with the current development standards and design guidelines contained within the adopted Specific Plan 16-01; and i) Applicant shall be subject to any and all Los Angeles County Clerk Posting Fees for the Notice of Determination, including but not limited to the California Department of Fish and Game Fees; and j) Any and all landscaping shall be developed in compliance with the current development standards and design guidelines contained within the adopted Specific Plan 16-01; and k) Final landscaping and irrigation plans shall be prepared pursuant to Subchapter 153.160 of the City's Municipal Code. All landscaping and irrigation plans shall be subject to review and approval by the Planning Division; and 1) The tract map and proposed development may be subject to the following Development Impact Fees, as required i. Public Art ii. Flood Control iii. Traffic Congestion iv. Parkland In -Lieu (Quimby) V. General Plan/Technology vi. School Impact Mitigation vii. Law Enforcement Mitigation m) The Applicant shall comply with all comments and conditions of approval as determined by the City's Public Works Department as shown on Attachment #7; and n) The Applicant shall comply with all comments and conditions of approval as determined by the Los Angeles County Fire Department shown on Attachment #8; and o) The Applicant shall comply with all comments and conditions Resolution 2016-159 Paqe 9 of approval as determined by the Los Angeles County Sanitation District shown on Attachment #9; and p) In accordance with the requirements of the Public Works Department, the Applicant shall provide separate and independent water and sanitary sewer service to each property; and q) Utilities shall be undergrounded, pursuant to Chapter 97, Part 2 of the City's Municipal Code; and r) The Applicant shall install or cause to be installed individual, independent service to each separate property for any and all utility companies. that provide service to said properties, including but not limited to Valley County Water District, Southern California Edison, The Gas Company, Frontier Communications Telephone, and Time Warner Cable; and S) The Final Map shall comply with the time frames as contained within the California Subdivision Map Act; and t) That except for all ongoing conditions of approval, the applicant shall comply with all conditions of approval within six (6) months of the effective date of this Resolution shall become null and void and subject to revocation pending a hearing by the Planning Commission or the City Council on appeal. Any costs associated with the revocation of these entitlements shall be paid by the applicant and/or owner; and u) The Applicant shall sign and have notarized an affidavit within ten (10) days of the date of this resolution, stating that the applicant has read and accepts all of the conditions of approval. SECTION 6. That the City Clerk shall certify to the adoption of this Resolution and forward a copy hereof to the City Planner and the Applicant. PASSED AND APPROVED this 21" day of December, 2016. MANUEL LOZANO MAYOR Resolution 2016-159 Pacie 10 ATTEST: STATE OF CALIFORNIA ) COUNTY OF LOS ANGELES) SS. CITY OF BALDWIN PARK ) I, ALEJANDRA AVILA, City Clerk of the City of Baldwin Park, do hereby certify that the foregoing Resolution 2016-159 was duly and regularly approved and adopted by the City Council at a regular meeting thereof, held on the 2151 day of December, 2016 by the following vote: AYES: COUNCILMEMBERS: NOES: COUNCILMEMBERS: ABSTAIN: COUNCILMEMBERS: ABSENT: COUNCILMEMBERS: ALEJANDRA AVILA, CITY CLERK ATTACHMENT #5 ORDINANCE 1393 ORDINANCE 1393 AN ORDINANCE OF CITY COUNCIL OF THE CITY OF BALDWIN PARK ADOPTING THE FINDINGS OF FACT AND APPROVING A ZONE CHANGE FROM RG/PD (RESIDENTIAL GARDEN PLANNED DEVELOPMENT) AND MU -2 (MIXED-USE 2) TO R-3 (HIGH DENSITY RESIDENTIAL) AND TO APPLY THE SPECIFIC PLAN (SP) OVERLAY TO THE PROPERTY IDENTIFIED WITH ASSESSOR PARCEL NUMBERS 8438-015-037, -059, - 043, AND -047 (APPLICANT: CAL 33 PARTNERS, LLC; CASE NUMBER Z-555). THE CITY COUNCIL OF THE CITY OF BALDWIN PARK DOES HEREBY ORDAIN AS FOLLOWS: SECTION 1. That the City Council of the City of Baldwin Park does hereby find, determine and declare as follows: a) That the owner of certain real property filed an application for a zone change from RG/PD (Residential Garden Planned Development) and MU -2 (Mixed -Use 2) to R-3 (High Density Residential) and to add the Specific Plan (SP) Overlay to real property identified with Assessor Parcel Numbers 8438-015-037, -059, -043, AND -047 in the Los Angeles County Assessor's Records (the "Property"), described more particularly in the said application which is on file in the office of the Planning Division of the City; and b) That pursuant to the applicable provisions of the Planning and Zoning Law (Sections 65800 et seq, of the Government Code of the State of California), studies were commenced for the purposes of amending the Zoning Map of the City of Baldwin Park; and c) That a duly noticed public hearing was held upon said matter by the Planning Commission, and based upon the evidence presented, it was determined that the Planning Commission recommends approval of the reclassification of the Property to R-3 (SP); and d) That the City Council conducted a duly noticed public hearing on said matter and based upon the evidence presented and each member of the Council being familiar with the site, it was determined that the public interest, necessity, convenience and general welfare warrant the approval of the Planning Commission recommendation and approval of a change in zone classification for the Property from RG/PD to R-3 (SP). Ordinance 1393 Page 2 SECTION 2. That the City Council of the City of Baldwin Park does hereby adopt the following Findings of Fact related to said Zone Change: a) The amendment is consistent with the goals, policies and objectives of the General Plan. The zoning code map amendment (zone change) would be consistent with the goals, policies and objectives of the General Plan in that it would effectively modify the zoning of the major project site and remainder project properties to allow the construction of 47 detached condominium units without creating a `spot zoning' issue. Specifically, the zone change, which consists of changing the zone from either RG -PD or MU -2 to R3 with Specific Plan Overlay, would satisfy Goal 2.0 of the Land Use Element which states that the City should accommodate new development that is compatible with and complements existing conforming land uses. The proposed zone change would also satisfy Program 12—Land Use Controls of the Housing Element which calls for the City to provide flexibility in development standards through the Specific Plan process; and b) The amendment will not adversely affect surrounding properties. The zoning code map amendment would not adversely affect surrounding properties because it will allow for the main project site to be designated with a specific plan that would allow a currently vacant property to be developed as part of a comprehensive plan for a forty-seven (47) unit detached condominium development; and c) The amendment promotes public health, safety and general welfare. The zoning code map amendment would promote the public health, safety and general welfare of adjacent development and the City as a whole because it would provide for the development of a property that is currently vacant. The zone change would further the goal to improve the area with a detached condominium development that would enhance the areas and properties around the site; and d) The amendment serves the goals and purposes of the zoning code. The zoning code map amendment serves the goals and purposes of the zoning code in that it provides for the orderly development of a new detached condominium community on an area that is currently vacant. Designating the subject site with a Specific Plan Overlay and an Ordinance 1393 Paae 3 underlying zone of R-3, High Density Residential will include the property in a residential development that enhances the character of the community while providing additional housing options to the community. The project supports Goal 3.0 of the City's Housing Element because it contributes in accommodating the City's regional share of housing needs. SECTION 3. The Zoning Classification of the Property is hereby reclassified from RG/PD to zone R-3(SP). SECTION 4. The City Clerk shall certify to the adoption of this Ordinance and shall cause a copy of the same to be published in a manner prescribed by law. PASSED AND APPROVED ON THE 215; day of December, 2016. MANUEL LOZANO, MAYOR ATTEST: STATE OF CALIFORNIA ) COUNTY OF LOS ANGELES ) ss: CITY OF BALDWIN PARK ) I, ALEJANDRA AVILA, City Clerk of the City of Baldwin Park, do hereby certify that the foregoing Ordinance 1393 was regularly introduced for first reading at a regular meeting of the City Council on December 21, 2016. That thereafter said Ordinance was duly approved and adopted at a regular meeting of the City Council on January 4, 2017 by the following vote: AYES: COUNCILMEMBER: NOES: COUNCILMEMBER: ABSENT: COUNCILMEMBER: ABSTAIN: COUNCILMEMBER: ALEJANDRA AVILA CITY CLERK ATTACHMENT #6 CITY COUNCIL STAFF REPORT WITH ATTACHMENTS DATED DECEMBER 7, 2016 STAFF REPORT ITEM NO. TO: Honorable Mayor and City Councilmembers FROM: Amy L. Harbin, AICP, City Plan Abrahams Tellez, Associate Planner "'y DATE: December 7, 2016 SUBJECT: A REQUEST FOR CONSIDERATION OF A MITIGATED NEGATIVE DECLARATION OF ENVIRONMENTAL IMPACT, A GENERAL PLAN AMENDMENT, ZONE CHANGE, TENTATIVE TRACT MAP TO SUBDIVIDE FOUR (4) PROPERTIES INTO FORTY-EIGHT (48) PROPERTIES AND A SPECIFIC PLAN FOR THE DEVELOPMENT OF A 47 UNIT SINGLE-FAMILY DETACHED GATED CONDOMINIUM PROJECT AND ONE (1) COMMON LOT (LOCATION: 14837-14839 PACIFIC AVENUE; ASSESSOR'S PARCEL NUMBERS: 8438-015-037, - 043, -047, -059, -065 THROUGH -103, -060, -061, -062, -105; APPLICANT: CAL 33 PARTNERS, LLC; CASE NUMBERS: AGP-118, 2-555, SP 16-01, AND TM -73354.) SUMMARY This. report requests City Council consideration and recommendation to the City Council to approve the following: (1) A mitigated negative declaration of environmental impact; and (2) A general plan amendment to change the land use designation on five (5) properties from Garden Multi -Family Residential to Multi -Family Residential and four (4) properties from Mixed Use to Multi -Family Residential; and (3) A zone change on five (5) properties from Residential Garden Planned Development (RG/PD) to High -Density Residential (R3) and four (4) properties Mixed -Use 2 (MU -2) to High -Density Residential (R3); and (4) A Specific Plan Overlay (SP 16-01) for the facilitation of a detached 47 unit, single-family, gated condominium project pursuant to Subchapter 153.210.660 of the City's Municipal Code. (5) A Tentative tract map to consolidate four (4) thereof into one (1) lot of land for a 47 dwelling unit residential condominium subdivision and one (1) common lot, pursuant to Table 152.10 in the City's Municipal Code. AGP-118, Z-555, TM -73354, and 3P 16-01 December 7, 2016 Page 2 of 18 FISCAL IMPACT All units are proposed to be for -sale and market -rate, which will increase property tax revenues for the City. The project will also increase housing with new residents likely to spend their disposable income within the City. The developer is also required to pay Development Impact Fees to the City, which are detailed in Table #8 of this report. Therefore, the project will not have any negative fiscal impacts to the City. RECOMMENDATION Staff and the Planning Commission recommend that the City Council open the public hearing and following the public hearing: 1) Adopt Resolution 2016-158 entitled, "A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BALDWIN PARK APPROVING AND ADOPTING THE MITIGATED NEGATIVE DECLARATION OF ENVIRONMENTAL IMPACT FOR A GENERAL PLAN AMENDMENT, A ZONE CHANGE, A SPECIFIC PLAN TO FACILITATE THE DEVELOPMENT OF A 47 -UNIT SINGLE-FAMILY DETACHED GATED CONDOMINIUM PROJECT, AND FOR A TENTATIVE TRACT MAP. (LOCATION: 14837-14839 PACIFIC AVENUE; ASSESSOR'S PARCEL NUMBERS: 8438-015-037, - 043, -047, -059, -065 THROUGH -103, -060, -061, -062, -105; APPLICANT: CAL 33 PARTNERS, LLC; CASE NUMBERS: AGP-118, Z-555, TM -73354, AND SP 16-01)" And 2) Adopt Resolution 2016-159 entitled, "A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BALDWIN PARK ADOPTING THE FINDINGS OF FACT AND APPROVE A GENERAL PLAN LAND USE MAP AMENDMENT, A TENTATIVE TRACT MAP, AND A SPECIFIC PLAN TO SUBDIVIDE FOUR LOTS INTO FORTY- EIGHT FOR A 47 -UNIT DETACHED GATED CONDOMINIUM PROJECT AND ONE COMMON LOT WITHIN THE R -G (RESIDENTIAL GARDEN) AND MU -2 (MIXED USE 2) ZONES (LOCATION: 14837-14839 PACIFIC AVENUE; ASSESSOR'S PARCEL NUMBERS: 8438-015-037, -043, -047, -059, -065 THROUGH -103, -060, -061, -062, -105; APPLICANT: CAL 33 PARTNERS, LLC; CASE NUMBERS: AGP-118, Z-555, TM - 73354, AND SP 16-01)." And 3) Introduce for first reading, by title only and waive further reading, Ordinance 1393, entitled, "AN ORDINANCE OF CITY COUNCIL OF THE CITY OF BALDWIN PARK ADOPTING THE FINDINGS OF FACT AND APPROVING A ZONE CHANGE FROM RG/PD (RESIDENTIAL GARDEN PLANNED DEVELOPMENT) AND MU -2 (MIXED- USE 2) TO R-3 (HIGH DENSITY RESIDENTIAL) AND TO APPLY THE SPECIFIC PLAN (SP) OVERLAY TO THE PROPERTY IDENTIFIED WITH ASSESSOR PARCEL NUMBERS 8438-015-037, -059, -043, AND -047 (APPLICANT: CAL 33 PARTNERS, LLC; CASE NUMBER Z-555)." BACKGROUND CALIFORNL4 ENVIRONMENTAL QUALITYACT (CEQA) In accordance with the provisions of the California Environment Quality Act (CEQA), it has been determined that the proposed project could have a significant effect on the environment; however, there will not be a significant effect on the environment because revisions in the project have been made and agreed to by the a-'1AQRAHAM WnflUemeMs1TW73354 i4827 -14B39 Pacific Ave%gtaff Report and Resol *xAAGP-118 Z-555 FN473'i.✓!' SP 16-01 CounGi Report 12-7-16.doc AGP-118, Z-555, TM -73354, and SP 16-01 December 7, 2016 Pape 3 o€18 Project Proponent. The Initial Study was prepared by Michael Baker International for the Planning Division and has completed the public review period which took place from August 18, 2016 to September 8, 2016. As a result of the information contained in the Initial study, a Draft Mitigated Negative Declaration of Environmental Impact has been prepared by Michael Baker International for final approval by the City Council (Attachment #5). Two comment letters were received by the City on the Draft Mitigated Negative Declaration of Environmental Impact and are addressed in the document. NOTICING A Notice of Public Hearing by the City Council on the proposed General Plan Amendment, Zone Change, Specific Plan, and Tentative Tract Map was posted at, City Hall, Subject Site, Esther Snyder Community Center, and Barnes Park on November 21, 2016. Additionally, public hearing notices were mailed to all property owners within 300 feet of the subject site on November 21, 2016. DISCUSSION Cal 33 Partners, LLC has submitted an application for a general plan amendment, a zone change, a specific plan, and a tentative tract map to facilitate the construction of a single-family, gated residential detached condominium project including: (a) forty-seven (47) detached residential dwelling units each with two (2) car garages and private exterior yard areas; (b) linear paseo, (c) guest parking areas to accommodate a total of 19 vehicles; (d) common open space areas totaling approximately 4,664 s.f.; and (e) common area landscaping, perimeter walls and gated vehicular/pedestrian community access. The subject properties which encompass the main project site have frontage along Pacific Avenue and are located north of the intersection of Pacific Avenue and Puente Avenue. Together, there are four (4) lots and all of the properties are currently owned by the Project Proponent. In total, the overall area of the main project site is approximately 138,300 square feet (3.175 acres). The table below identifies the subject properties' current land use and zoning designation. TABLE #1 MAIN PROJECT SITE CHARACTERISTICS G:IABRAHAM4EnEi 1 mentslTM-733541482744839 Pacdic AveVW Report and ResdutienWGP-118 Z•555 TM -73354 5P 16-01 Council Report 12-7-16.doc GIVER I. AS SOW �L I,FD I'bPE�'I"l PARCEL'fliYil�TG IIS IUTIE 3SE� NIJi1+I3EIt D.ESIQN11ON , 8438 -015-037 Residential Garden(RG)/Planned Garden Multi - 45'880 s.f. Vacant Development D) Family Residential Residential Garden Multi - 8438 -015-043 Garden(RG)/Planned Family Residential 22,448 s.f. Vacant Development (PD) Residential Garden Multi - 8438 -015-047 Garden(RG)/Planned Family Residential 47,007 s.f. Vacant Development D) Residential Garden Multi - 8438 -015-059 Garden(RG)/Planned ,,-- -,-----_y /"r%\ Family Residential 22,937 s.f. Vacant G:IABRAHAM4EnEi 1 mentslTM-733541482744839 Pacdic AveVW Report and ResdutienWGP-118 Z•555 TM -73354 5P 16-01 Council Report 12-7-16.doc AGP-115, 71555, TM -73354, and SP 16-01 December 7, 2016 Page 4 of 18 TABLE #2 REMAINDER PROJECT SITE CHARACTERISTICS ASSISSOII'IYNAL "PLAN..'P184 LHC T Ia T ZONING.:: PARCELfll�TINLOT North R-1 SIZE _ SER Single -Family Residential USE MU -2 & R -G <CISE West R-1 & MU -2 IiESGl�iiTIO . . Residential Multi -family 8438-015-065 through �-103 GarePlanned Garden Multi- Fly Residential 60,593 s.£ residential condominiums Development Dent {PD} {39 8438-015-060 Mixed Use 2 Mixed Use 8,400 s.f Single-family (MU -2) Residential 8438-015-061 Mixed Use 2 Mixed Use 8,400 s f Single-family -2} Residential $435-015-062 Mixed Use 2 -2 Mixed Use 7,000 s.f. Office Building 8438-015-105 Mixed Use 2 Mixed Use 73,878 s.f. Church -2 All property listed in the APN's above is essentially flat. Currently there are a couple of driveway approach access points, however only one main gated access will remain and will be utilized for both ingress and egress to the project. TABLE #3 ADJACENT PROPERTY CHARACTERISTICS 'Rt3PER3 LHC T Ia T ZONING.:: TITLAND �iSE North R-1 iLnee-Family Residential East R-1 Single -Family Residential South MU -2 & R -G Car Wash and Residential West R-1 & MU -2 Gas Station and Residential GENERAL PLANAMENDAMAT A general plan is a long-range blueprint for the foreseeable horizon, typically 15-20 years. It includes all of the land within the City's boundaries. It is a document that translates the `vision' into goals and policies for the physical development of the community. Although there are seven (7) mandatory elements required for the general plan, the proposed amendment only applies to the land use chapter, most specifically the Land Use Map. The Land Use Map designates illustrates the general type, intensity and distribution of land uses, such as residential, commercial, industrial and public facilities for each property within the City's boundaries. The subject application is requesting that the general plan land use designation on the land use map be changed on the main project site properties as well as the remainder site properties. The table below illustrates those changes: G:IABRAHAMi rMemenbATM-73354 74827-14839 Pacific AvLX8W Report and Reso1uhorAAGPA18 Z-555 TM -733.54 SP 78-01 Cound Report 12-7-16.doc AGP-118, Z-555, TM -73354, and 5P 16-01 December 7, 2016 Pace 5 of 18 TABLE #4 GENERAL PLAN LAND USE DESIGNATION CHANGES Staff is of the opinion that the change in the general plan land use designation to Multi -Family Residential is consistent with the General Plan. Through the Specific Plan process, the project meets the objective of Program 12: Land Use _Controls, which encourages flexibility in development standards such as open space, setback limits, and building height. Furthermore, this project will help the City in meeting its Regional Housing Needs Assessment to enable the construction of 242 above -moderate income units during the 2014-2021 planning period. ZONE CHANGE A zoning map, which is required to be consistent with the General Plan Land Use Map, provides a geographical representation of property land use classifications within a city. The City of Baldwin Park's Zoning Map is established through §153.030.020 (Official Zoning Map) of the Zoning Code. Pursuant to §153.210.730 (Amendment Initiation) of the Code, a request to change a zoning designation on any parcel in the City may be initiated by application of the property owner (among other options). G.IABRAHAPAEntilldnents%TM-7335414827-14839 Pacific AvelStaff Report and Resok4ian1AGP-11 B 2555 TW733M SP 16-01 Council Report 12 7-16.doe PROPOSED GENERAL CURRENT GENERAL PROPOSED GENERAL ASSESSOR'S PARCEL PLANT LAND USE PLAN LAND USE NUMBER DESINGATION DESIGNATION Garden Multi -Family Garden Multi -Family Multi -Family Residential 8438-015-037 Residential (8.8-12 du/acre) (12.1-20 du/acre) Mixed Use (0-30 du/acre) Garden Multi -Family Multi -Family Residential 8438-015-043 Residential 8.8-12 du/acre) 12.1-20 du/acre Garden Multi -Family Multi -Family Residential 8438-015-047 Residential (8.8-12 du/acre) (12.1-20 du/acre) Garden Multi -Family Multi -Family Residential 8438-015-059 Residential 8.8-12 du/acre (12.1-20 du/acre) Staff is of the opinion that the change in the general plan land use designation to Multi -Family Residential is consistent with the General Plan. Through the Specific Plan process, the project meets the objective of Program 12: Land Use _Controls, which encourages flexibility in development standards such as open space, setback limits, and building height. Furthermore, this project will help the City in meeting its Regional Housing Needs Assessment to enable the construction of 242 above -moderate income units during the 2014-2021 planning period. ZONE CHANGE A zoning map, which is required to be consistent with the General Plan Land Use Map, provides a geographical representation of property land use classifications within a city. The City of Baldwin Park's Zoning Map is established through §153.030.020 (Official Zoning Map) of the Zoning Code. Pursuant to §153.210.730 (Amendment Initiation) of the Code, a request to change a zoning designation on any parcel in the City may be initiated by application of the property owner (among other options). G.IABRAHAPAEntilldnents%TM-7335414827-14839 Pacific AvelStaff Report and Resok4ian1AGP-11 B 2555 TW733M SP 16-01 Council Report 12 7-16.doe PROPOSED GENERAL CURRENT GENERAL. ASSESSOR'S PARCEL PLANLAND USE PLAN LAND USE NUMBER DESINGATYON DESIGNATION . Garden Multi -Family Multi -Family Residential 8438-015-065 through -103 Residential (8.8-12 du/acre) 12.1-20 du/acre 8438-015-060 Mixed Use (0-30 du/acre) Multi -Family Residential 12.1-20 du/acre) Multi -Family Residential 8438-015-061 Mixed Use (0-30 du/acre) (12.1-20 du/acre Multi -Family Residential 8438-015-062 Mixed Use (0-30 du/acre) (12.1-20 du/acre Multi -Family Residential 8438-015-105 Mixed Use (0-30 du/acre) 12.1-20 du/acre Staff is of the opinion that the change in the general plan land use designation to Multi -Family Residential is consistent with the General Plan. Through the Specific Plan process, the project meets the objective of Program 12: Land Use _Controls, which encourages flexibility in development standards such as open space, setback limits, and building height. Furthermore, this project will help the City in meeting its Regional Housing Needs Assessment to enable the construction of 242 above -moderate income units during the 2014-2021 planning period. ZONE CHANGE A zoning map, which is required to be consistent with the General Plan Land Use Map, provides a geographical representation of property land use classifications within a city. The City of Baldwin Park's Zoning Map is established through §153.030.020 (Official Zoning Map) of the Zoning Code. Pursuant to §153.210.730 (Amendment Initiation) of the Code, a request to change a zoning designation on any parcel in the City may be initiated by application of the property owner (among other options). G.IABRAHAPAEntilldnents%TM-7335414827-14839 Pacific AvelStaff Report and Resok4ian1AGP-11 B 2555 TW733M SP 16-01 Council Report 12 7-16.doe AGP-118, Z-555, TM -73354, and SP 16-01 December 7, 2016 Pace 6 of 18 This project includes a request to change the zoning of the four (4) properties which encompass the Major Project Site, and the five (5) properties which are the Remainder Project Site. The table below shows the current zoning on each property and the proposed zoning designation on each property: TABLE #5 ZONING DESIGNATION CHANGES ASSESSOR'S PARCEL CURRENT ZONING NUMBER DESINGATION PROPOSED ZONING DESIGNATION 8435-015-065 through -103 Residential Garden Planned Develo meat RG(PD) ASSESSOR'S PARCEL CURRENT ZONING PROPOSED ZONING NUMBER DESIGNATION DESIGNATION 8438-015-037 Residential Garden Planned Multi -Family Residential (R3) Multi -Family Residential ) Development RG(PD) Pacific Villas Specific Plan 8438-015-043 Residential Garden Planned Multi -Family Residential (R3) Development RG(PD) Pacific Villas Specific Plan 8438-015-047 Residential Garden Planned Multi -Family Residential (R3) Development RG(PD) Pacific Villas Specific Plan 8438-015-059 Residential Garden Planned Multi -Family Residential (R3) Development R D Pacific Villas Specific Plan ASSESSOR'S PARCEL CURRENT ZONING NUMBER DESINGATION PROPOSED ZONING DESIGNATION 8435-015-065 through -103 Residential Garden Planned Develo meat RG(PD) Multi -Family Residential (R3) 8438-015-060 Mixed Use 2 (MU -2) Multi -Family Residential (R3 8438-015-061 Mixed Use 2 (MU -2) Multi -Family Residential 8438-015-062 Mixed Use 2 (MU -2) Multi -Family Residential ) 8438-015-105 Mixed Use 2 (MU -2) Multi -Family Residential (113) SPECIFIC PL4N N The proposed specific plan is envisioned to accommodate forty-seven (47) 2-3 story detached single-family dwelling units each with a 2 -car attached garage, private open space areas to the side and/or rear of each unit, a common open space paseo and guest parking. Dwelling units vary in size between 1,620 and 2,150 s.f of floor area, 3-4 bedrooms and 2.5-3.5 bathrooms. This proposed specific plan (SP 16-01) (Attachment #1), authorized under the California Government Code, is the regulatory mechanism that enables the construction of the proposed residential project. The specific plan is written to accommodate land use (single-family residential) and project design which may not be ordinarily allowed under the R3, Multi -Family Residential Zone. The development standards written into the specific plan have taken into consideration the unique nature of this housing project. As this project consists of small -lot, zero lot line, single-family detached dwelling units, more flexible standards have been written into the specific plan. These standards would supersede the standards in the Zoning Code for the subject site. A comparison is shown in the table below. TABLE #6 G,L4BRAMWEnnomeriMTM-7335414827-14839 P"c AveMiaff Report and Resefegion%AGP-1982-555 TM -73354 SP 16.01 Cuunal Report 12-7-16.doc AGP-I 18, Z-555, TM -73354, and SP 16-01 December 7, 2016 Nee 7 of 18 RELEVANT DEVELOPMENT STANDARDS COMPARISON BUILDING HEIGHT AND ARCHITECTURAL DESIGN The proposed architectural theme is Traditional Style and includes window and door treatments (such as trim), overhead trellis for balconies, stucco, and articulated volumes, walls and windows. Building mass is defined with three-story structures with garage access internal to the project, allowing for frontage along the public right-of-way that incorporates building cutouts and angular window treatments. The upper floors include the use of balconies and trellis features. Proposed residential structures would be no more than three stories (35 feet) high. Even though there are some specific requirements provided, the design guidelines within the specific plan allow for flexibility and subjectivity to allow for visual distinctions that create interest and avoid monotony. The primary goal is to achieve an aesthetically pleasing gateway in the City along a major thoroughfare. G: SABRAHAMtEnhtlementslTM-73354 14827-14839 Pacific Ave%StalF Repan mid ResoWbon%AGP-118 Z-555 TM -13354 SP 16-61 Cowdl Report 12 7-16.doc ONiG " OO. �ONIlG[3FSED ST:AND.ARD . C�D� COiiE ., `C{�D'E RG 1+►. -Z R3 Maximum Density 12 du/ac 30 du/ac 20 du/ac 14.7 du/ac Lot Area 5,000 s -f. 15,000 s.f 5,000 NA Lot De th 50 ft. 100 ft. 50ft. NA Lot Cover e 50% 60% 60% NA Yard Areas Front 15 ft. 10 ft. 15 ft. 6 ft. min. Side 10 ft. 10 ft. 10 f1. 0-8 ft. Rear 10 ft. 15 ft. 10 ft. 10 ft. min. Parkin Required - 2 garage spaces 2 garage spaces 1 carport per du; plus one per du; plus one space/du plus 1 2 garage spaces Residential Use additional additional garage other space per per du garage space for space for 5+ du; 5+ bedrooms bedrooms Residential Use - Guest NA to detached NA to detached N/A to detached 19 spaces 250 s.f./du 100 s.ffunit, 250 s.fJdu 4,664 s.f, Common Open Space minimum 20 ft. h ft mm length minimum; 20 ft. minimum 11 ft. dimension dimension dimension s.fddu and 200 s.fJdu; 10 36 s.f/unit, 6 ft 200 s.f./du; 10 .290 One private Private Open Space ft. minimum mm length ft. minimum balcony/deck for dimension dimension 3 -story units 30 ft. at the eave Building Height 27 ft. 35 ft. 35 ft. line; 3 stories max. Dwelling Unit Floor Areas: 2 -bedroom 900 s -f 900 s.f 900 s.f Nottied 3 -bedroom 1,100 s.f 1,100 s.f. 1,100 s.f 1,620-1,870 s.f 3+ -bedroom 200 s.f each 200 s.f. each 200 s.f. each 2,150 s.f added bedroom added bedroom added bedroom BUILDING HEIGHT AND ARCHITECTURAL DESIGN The proposed architectural theme is Traditional Style and includes window and door treatments (such as trim), overhead trellis for balconies, stucco, and articulated volumes, walls and windows. Building mass is defined with three-story structures with garage access internal to the project, allowing for frontage along the public right-of-way that incorporates building cutouts and angular window treatments. The upper floors include the use of balconies and trellis features. Proposed residential structures would be no more than three stories (35 feet) high. Even though there are some specific requirements provided, the design guidelines within the specific plan allow for flexibility and subjectivity to allow for visual distinctions that create interest and avoid monotony. The primary goal is to achieve an aesthetically pleasing gateway in the City along a major thoroughfare. G: SABRAHAMtEnhtlementslTM-73354 14827-14839 Pacific Ave%StalF Repan mid ResoWbon%AGP-118 Z-555 TM -13354 SP 16-61 Cowdl Report 12 7-16.doc AGP-118, Z-555, TM -73354, and SP 16-01 December 7, 2016 Page 8.0f 18 PARKING The specific plan provides for two garage parking spaces per unit for a total of 94 resident spaces. The Code currently requires two spaces per residential unit with two or more bedrooms. Therefore, the proposed parking for residents is consistent with Zoning Code requirements. A total of 19 additional parking spaces will be allocated as guest parking and will be regulated by the Homeowner's Association's Covenants, Conditions & Restrictions (CC&R's). The Zoning Code does not require guest parking for single-family detached projects. Overall, the parking for the proposed project exceeds the minimum Zoning Code requirement with a total of 113 resident and guest parking spaces on-site. IMPACT ON SCHOOLS AND PARKS A general concern about new residential development is the impact of such projects on schools and park facilities. The proposed residential development will result in an increase in the population at this location; however, this is not expected to significantly impact existing schools or parks. Based on the current average household population (4.36 pph) for the City of Baldwin Park provided by the U.S. Census Bureau, the proposed development could result in an additional 205 people. The Parkland In -Lieu development impact fee for this project is based upon a land appraisal submitted by the developer and determined based upon a formula provided in the Ordinance (Ordinance 1242). The fee will be used to off -set the potential impact of the proposed project on park and recreation facilities. Additionally, a one-time Development Fee would be collected by the Building Division at the time of plan check. This amount varies by the number of bedrooms per unit and would provide a fair -share contribution to the City for the project's impact on the City's backbone infrastructure. Each residence is required to have a private yard area for use by the residents. Additionally, the project will be served by an exterior residential common area and a paseo with amenities that include decorative hardscape, seating areas, and community gardens. As for school impacts, the anticipated net impact of the project on school facilities should be minimal. If viewed as an isolated occurrence, the project could result in an estimated increase in population of up to 205 persons. Of those individuals it is anticipated that approximately 54 will be of school age (26% of the total number of persons between the ages of 5-18 based on current demographic statistics). Combined with the fact that school development fees will be paid to the Baldwin Park Unified School District, it is not anticipated that the impacts of this project on the school district would be significant. TRAFFIC TJW Engineering conducted a transportation analysis for the proposed Specific Plan. The analysis studied five (5) intersections: Merced Avenue and Ramona Boulevard, Baldwin Park Boulevard and Merced Avenue, Baldwin Park Boulevard and Ramona Boulevard, Baldwin Park Boulevard and Foster Avenue, and Vineland Avenue and Merced Avenue. These intersections were evaluated with different traffic scenarios: Existing Year 2014 With and Without Project Conditions; Projected Opening Year (2015) With and Without Project Conditions; and Forecast Year 2030 With and Without Project Conditions. In summary, the analysis determined that the proposed project is expected to generate 438 net daily trips on a typical weekday, of which 35 net trips are expected to occur during the morning peak hours of lam to gam and 46 net trips are expected to occur during the evening peak hours of 4pm to 6pm. Project capacity and G:MRAHAM ErytltlementMTM-7335414827-14839 Pa fiie AvelStaff Report and ResokAbrAAGP-118 Zv55 TM -73359 SP 16-04 Caunal Repos 12 7-16.dac AGP-118, Z-555, TM -73354, and SP 16-01 December 7, 2016 Pan 9 of Is operational analysis show that all five :intersections are expected to operate at an acceptable level of service (LOS), LOS D or better in both the morning and evening peak hours under all traffic scenario conditions. Details on the transportation analysis are included in the environmental documentation provided as Attachment #5. TRACT EMAP The proposed subdivision by the Applicant includes a consolidation of the four (4) properties into one lot for a 47 unit detached residential condominium subdivision and one common lot. Details relating to the lots are shown on Attachment #2. At this time the Applicant has submitted plans for development of the properties, which include a 47 unit single family detached gated condominium project with associated private and common open space. As a condition of approval, any proposed structures shall be developed in compliance with the current development standards contained within the proposed Specific Plan, (SP 16-01) which is being heard in conjunction with the tentative tract map application. REVIEW OF PROPOSED PROJECT BY OUTSIDE ENTITIES Once staff receives a tentative map for review, a request for comments/conditions on the proposed tentative map was sent to the following outside entities on February 3, 2016 as noted in the Table below. TABLE #7 UTILITY COMPANY / OUTSIDE ENTITY LISTING NAME OF COMPANY/ ENTITY COMMENT LETTER RESPONSE RECEIVED DATE COMNENT1 RESPONSE RECEIVED Baldwin Park Unified School District No Verizon Telephone No LA County Sanitation District Yes—written Feb 22, 2016 LA Co!!Ely Fire Department Yes—written May 3, 2016 Southern California Edison No The Gas Company No Baldwin Park Postmaster No Time Warner Cable No Valley County Water District No Comments and conditions from the responding agencies have been addressed in the findings and are included, as applicable, as conditions of approval of the tentative parcel map. Additionally, staff includes a general condition of approval that any and all conditions from outside agencies and utility companies shall be met or provided for prior to finalizing the tentative parcel map. Accordingly, the proposed project, with the recommended conditions of approval, would have all necessary utilities - Pursuant to Section 152.12, no subdivision shall be approved unless those on-site and off-site improvements which are found by the City to be reasonably necessary to service the lots being created, are constructed or guaranteed to be constructed by the subdivider, which include, but are not limited to, the following improvements including adequate utility systems, water distribution, sewer, storm water drainage, public and/or G:WKRAHAM%EntitlWn8nt lTM-7335414827-14839 Pacific Ave%Staff Report -and ResdutionlAGP-118 Z-555 TM -73354 SP 16-01 Gounod Repot 12 7-16.doo AGP-I 18, Z-555, TM -73354, and SP 16-01 December 7, 2016 Page 10 of 18 private streets, traffic regulatory system, undergrounding of utilities, any other improvements found to be necessary by the City, and design of the subdivision. PLANNING COMMISSION ACTION On September 28, 2016, the Planning Commission heard staff's report and opened the project for public hearing. The Commission voted to continue the project to the Planning Commission meeting on October 26, 2016 in order to address: 1) concerns regarding ng traff c and access to the site from Pacific Avenue; 2) the provision of additional guest parking spaces; and 3) the provision of additional common open space area and open space amenities. However, with the October 26, 2016 Commission meeting rapidly approaching, staff needed additional time to review the modified documents and requested to continue the public hearing to November 9, 2016. The following is in response to the Commission's expressed concerns from the September 28, 2016 hearing: Traffic And Access Planning and Engineering staff met with the applicant and the traffic engineer, TJW Engineering, to discuss options for more effective access to and from the development. As a result the applicant is proposing to restripe Pacific Avenue to provide a center median left turn in and left turn out. However, between the peak hours of 7AM-9AM and 4PM-7PM, Monday through Friday, the proposed development will be restricted from being able to do -a left turn out. A stop sign and restrictive signage will be placed at the exit and the proposed striping will be installed by the applicant as shown in Attachment #4. Guest Parking The applicant has increased proposed guest parking on site from 14 stalls to 19 stalls. In order to accomplish this, the applicant eliminated one of the common open space areas and reduced parking stall sizes to 9 feet by 18 feet. By eliminating the common open space at the northwest side of the project site, units 8 through 11 were shifted down closer towards Pacific. The area created in front of units 12 and 13 allows for a row of 5 parking stalls (net gain of 3 stalls). By reducing the parking stall sizes to 9 by 18 feet, an additional parking stall was inserted in front of the common open space area between units 15 and 16. One additional parking stall was added outside of the community gates adjacent to the exit lane. Common Open Space The applicant's proposed changes to increase guest parking include the removal of a 714 s.f. pocket park area. However, the centralized paseo at the center of the project will remain as well as a garden park/community garden at the back between units 15 and 16. Although the applicant's proposal has less common open space than what would be required per code, the applicant's request for approval of a Specific Plan is the appropriate application to allow less than required. In regards to the provision of additional open space, the applicant is also required to pay Development Impact Fees, including a Parkland In -Lieu (Quimby) Fee to supplement the proposed common open space for the project. Development Impact Fees When discussing the Quimby Fee, staff also mentioned other development impact fees that would be the responsibility of the Applicant. The following table shows the approximate amount of development impact fees, including the Quimby Fee, that are required for this project: TABLE #8 PROJECT DEVELOPMENT EUPACT FEES a,%ABRAHAMIFn6[Iemnts%TM-73354 14827-14839 Pacific AvalSW Reportand ResoiudonIAGP-118 Z-555 7M-73354 SP 16-01 Council Report 12-7-96.doc AGP-118, Z-555, TM -73354, and SP 16-01 December 7, 2016 Pace 11 of 18 DEVELOP .MNT Il W.ACT FEE FEE AMOUNT* NOTES Parkland Irl -Lieu (Quimby) Fee $572,676.20 New or rehabilitation of existing parks Traffic Congestion Mitt ation Fee $2,191.38 New traffic controls Flood Control Mitigation Fee $50,000.00 New flood control facilities Law Enforcement Mitigation Fee $33,652.00 New law enforcement facilities, vehicles and equipment School Impact Mitigation Fee $325,849.80 General Plan/Technology Fee $42,580.56 Public Art Fee $85,161.28 Pursinint to BPMC 154.025 TOTAL IMPACT FEES TO B PAID: $1,112,111.22 *Fee amounts are approximate only. As noted in Table #8 above, the applicant will be required to pay approximately $572,676.20 in Quimby Fees. Pursuant to Ordinance 1242 or Chapter 154 of the Baldwin Park Municipal Code, "Fees paid pursuant to this Subchapter shall be deposited into the Park Facilities Fund maintained by the City Treasurer, and shall be used solely for the acquisition of new and rehabilitation of existing community park and recreational facilities." At the November 9, 2016 Planning Commission hearing, the project was approved with a 3-2 vote. However, Commissioner Maciel did not support the project stating continued concerns with open space and parking. Commissioner Rooney also did not support the project stating his concerns with parking and that residents will use up guest parking. LEGAL REVIEW This report has been reviewed and approved by the City Attorney's Office as to legal form and content. ALTERNATIVES The alternative would be to deny this request and as a result the project as a 47 dwelling unit, detached condominium development would not move forward. FINDINGS OF FACT—GENERAL PLAN AMENDMENT 1) The amendment is consistent with the goals, policies and objectives of the General Plan. The general plan amendment would be consistent with the goals, policies and objectives of the General Plan in that it would allow for a change of the residential land use density of the major project site for a higher density as well as changing the land use designations for the remainder project properties so as not to create a `spot zoning' issue. Specifically, the general plan amendment, which consists of changing the land use designation from Garden Multi -Family Residential or Mixed Use to Multi -Family Residential, would satisfy Goal 2.0 of the Land Use Element which states that the City should accommodate new development that is compatible with and complements existing conforming land uses. 2) The amendment will not adversely affect surrounding properties. The general plan amendment would place a vacant property into a specific plan overlay district in order to develop the property as a part of a comprehensive plan for a forty-seven (47) unit detached condominium development. The development of this vacant property would G:MRAHAhAEnWemenbs%7M-7335414827-14839 Pacific Ave%SFeff Report and PesduliorAAGP-118 Z-555 TM -73354 SP 16-01 Council Report 12 7-16.doc AGP-118, Z-555, TM -73354, and 5P 16-01 Dewmber 7, 2016 Page 12 of 18 complement and enhance adjacent residential and commercial areas. 3) The amendment promotes public health, safety and general welfare. The general plan amendment would promote the public health, safety and general welfare of adjacent development and the City as a whole because it would provide for the development of a property that is currently vacant. The general plan amendment would further the goal to improve the area with a detached condominium development that increases the city's housing stock and would enhance the areas and properties around the site. 4) The amendment serves the goals and purposes of the zoning code. The general plan amendment in conjunction with a zone change serves the goals and purposes of the zoning code in that it provides for the orderly development of a new detached condominium community on an area that is currently vacant- For consistency between general plan land use and zoning, the general plan amendment would allow for the zone to be changed to allow High Density Residential and the Specific Plan Overlay, which would result in the proposed development. Policy 3.3 of the Housing Element encourages consistency between the general plan land use designation and zoning classification. FINDINGS OF FACT—ZONE CHANGE 1) The amendment is consistent with the goals, policies and objectives of the General Plan. The zoning code map amendment (zone change) would be consistent with the goals, policies and objectives of the General Plan in that it would effectively modify the zoning of the major project site and remainder project properties to allow the construction of 47 detached condominium units without creating a `spot zoning' issue. Specifically, the zone change, which consists of changing the zone from either RG -PD or MU -2 to R3 with Specific Plan Overlay, would satisfy Goal 2.0 of the Land Use Element which states that the City should accommodate new development that is compatible with and complements existing conforming land uses. The proposed zone change would also satisfy Program. 12—Land Use Controls of the Housing Element which calls for the City to provide flexibility in development standards through the Specific Plan process. 2) The amendment will not adversely affect surrounding properties. The zoning code map amendment would not adversely affect surrounding properties because it will allow for the main project site to be designated with a specific plan that would allow a currently vacant property to be developed as part of a comprehensive plan for a forty-seven (47) unit detached condominium development. 3) The amendment promotes public health, safety and general welfare. The zoning code map amendment would promote the public health, safety and general welfare of adjacent development and the City as a whole because it would provide for the development of a property that is currently vacant. The zone change would further the goal to improve the area with a detached condominium development that would enhance the areas and properties around C-'"RANAMIEMemmbgTM-7335414827-14839 Pacific AWIStaff Report and Resolutlon"-116 2-655 TM -73354 SP 16-01 CoLndl Report 12-7-16.doc ACrP-118, Z-555, TN4-73354, and SP 16-01 December 7, 2416 Page 13 of 18 the site. 4) The amendment serves the goals and purposes of the zoning code. The zoning code map amendment serves the goals and purposes of the zoning code in that it provides for the orderly development of a new detached condominium community on an area that is currently vacant. Designating the subject site with a Specific Plan Overlay and an underlying zone of R-3, High Density Residential will include the property in a residential development that enhances the character of the community while providing additional housing options to the community. The project supports Goal 3.0 of the City's Housing Element because it contributes in accommodating the City's regional share of housing needs. FINDINGS OF FACT—SPECIFIC PLAN 1) The specific plan is consistent with and provides for the orderly, systematic and specific implementation of the General Plan. The specific plan is consistent with the goals, policies and objectives of the General Plan, in that it provides for the orderly development of a specific detached condominium housing development with up to a maximum of 47 detached dwelling units. The specific plan is located within an area that includes residential and commercial properties. The site is currently vacant. Goal 3.0 of the General Plan Land Use Element calls for the revitalization of deteriorating land uses and properties. 2) The land use and development regulations within the specific plan are comparable in breadth to regulations contained in this chapter. The development regulations outlined within the specific plan amendment are consistent with the purpose and intent of the Multi -Family Residential (R3) Zone in that they allow for the development of a single family detached condominium project (including private yards, garages, and common amenities) that provides a traditional single-family detached housing community at higher density. 3) The specific plan will not adversely affect the public health and safety or result in incompatible land uses; This specific plan allows for the comprehensive development of a forty-seven (47) unit single- family, detached gated condominium development. The specific plan covers a 3.17 acre site that is located on a prominent intersection within the City. Currently the site is vacant and an eyesore to the public, resulting in blight within the property and to those areas surrounding the site. Development of a new residential community, as proposed in the specific plan, would enhance adjacent residential and commercial properties. 4) The specific plan provides the framework to phase and pace growth within the specific plan area as to ensure completion of all necessary public facilities concurrently with completion of development entailed in the specific plan. G: IABRAHAh4VEMidemarktstTM-73354 14627-14839 Pacific AY&NStO Report wvd ResolutionV%GP-118 z-555 Tw?3354 SP 16.01 Council Report 12-7-16.doc AGP-118, Z-555, T -NI -73354, and SP 16-01 December 7, 2016 Page 14 of 18 The specific plan is not phased. It is anticipated that the developer, Cal 33 Partners, LLC will construct the 47 unit single-family detached condominium project in one phase. Development of the proposed project will comply with the development standards and design guidelines contained within the specific plan. 5) The specific plan identifies adequate financing mechanisms for the infrastructure and public facilities required to support the development. The Applicant shall be required to provide all infrastructure as required by the City and any outside utility companies to the project site as part of not only the Specific Plan, but also the tentative tract map (TM -73354). There are no financing mechanisms noted in the specific plan and financing of the infrastructure and the overall development will be completely borne by the Developer. Maintenance of all common areas and gated access will be the responsibility of the homeowners association, established through the Covenants, Conditions and Restrictions (CC&Rs) for the project. FINDINGS OF FACT—TENTATIVE TRACT MAP 1. Adequate systems designed and constructed to provide all necessary utilities to each lot proposed to be created, including, but not limited to, facilities for water, natural gas, electricity, cable television and telecommunications telephone services. Requests for comments/conditions on the proposed tract map were sent to outside entities as indicated in the staff report on February 3, 2416. The following agencies responded: Los Angeles County Sanitation District and Los Angeles County Fire Department. Comments and conditions from the responding agencies have been addressed in the findings and are included, as applicable, as conditions of approval of the tentative tract map. Additionally, staff includes a general condition of approval that any and all conditions and requirements from outside agencies and utility companies shall be met or provided for prior to finalizing the tentative tract map. Accordingly, the proposed project, with the recommended conditions of approval from the various utility companies, would have all necessary utilities. 2. An adequate domestic water distribution system designed and constructed to service each lot proposed to be created. The subject property is serviced by Valley County Water District. The proposed project will be connected through new water service to the units. The Public Works Department has also indicated that each unit is required to have separate water service. As a result, the proposed units would be serviced by an adequate domestic water distribution system approved by the Fire Department. As conditioned, the proposed units would be serviced by an adequate domestic water distribution system. 3. An adequate sewage system designed and constructed to serve each Iot proposed to be created. The Sanitation District of Los Angeles County (District) has issued a letter which is summarized as follows. (1) wastewater flow will discharge into a local sewer line not maintained by the District; (2) generated wastewater is treated at the San Jose Creek Water Reclamation Plant or G:MRAHANRErrtrJemeNslTN4-7335414827-14839 Pacific AvelSfetf Report end ResolufoMGP-118 Z555 TM -73354 SP 16-01 Council Report 12-7-16.doe AGP-118, Z-555, TM -73354, and SP 16-01 December 7, 2016 Pate 15 of 18 the Whittier Narrows Water Reclamation Plant; (3) the expected increase in average wastewater flow will be approximately 12,220 gallons per day (260 gallons per new dwelling unit); and (4) a connection fee shall be paid as determined by the Sanitation District (Attachment #10). 4. An adequate storm water drainage system designed and constructed to serve each lot proposed to be created. Pursuant to the Public Works Department's comments (Attachment #8), the Applicant will not be required to provide off-site improvements relating to storm water drainage dependent upon review and approval of a submitted grading plan for the properties. However, any proposed construction will be subject to the City's Development impact Fee, Flood Control. Provided that the Applicant meets the conditions of approval and the grading plan is approved, there should be adequate storm water drainage for each lot. 5. An adequate public and/or private street and/or alley system designed and constructed to serve each lot proposed to be created. The City's Public Works Department has determined that there is an adequate public street system to serve the project. However, certain conditions of approval are required that relate to the public right-of-way and include construction of drive approaches which meet ADA requirements, ADA compliant wheel chair ramp, installation of street trees, and replacement/reconstruction of any damaged public right-of-way or street improvements during the construction process in accordance with the City's current standards. The internal roadway will be gated and privately owned and maintained by the homeowners association. 6. An adequate traffic regulatory system, including necessary traffic signals, signs, pavement markings and stripings. The City's Public Works Department has concluded the current conditions provide for an adequate traffic regulatory system, however, specific improvements are required to the public right-of-way including street tree planting, new parkway irrigation and landscaping, ADA compliant wheel chair ramp, new drive approach construction and replacement/reconstruction of any damaged existing improvements as a result of the new construction. These requirements are outlined in through the Public Works Conditions of Approval. As such, the project will adequately mitigate any traffic impacts. 7. The undergrounding of utilities pursuant to Chapter 97, part 2 (Underground Utility Districts) of the Municipal Code. Pursuant to Chapter 97, part 2 of the City's Municipal Code, the Applicant shall be required to underground the utilities, not only to the site, but to each individual property. This requirement is also addressed as part of the overall plan check requirements for not only review of the final map, but also the proposed construction of any new dwelling units. 8. Any and all other improvements found necessary by the City to provide all services to each lot proposed to be created. G:IABRAHAM*ntMementslTNN335414827-14839 Pacific AvelStaff Report and Resolution%GP-118 Z-55517-73354 SP 16-01 Council Report 12-7-16.doc AGF -1I8, Z-555, TM -73354, and SP 16-01 December 7, 2016 Pane 16 of 18 Staff is of the opinion that, provided that the Applicant obtains approval by the City Council on the tract map and the related general plan amendment, zone change, specific plan, and meets and or exceeds the conditions of approval, the lot(s) would have adequate service and could be subdivided consistent with the City's codes. 9. In addition to the improvements as required by the City's Municipal Code and Departments, there are also design requirements for the proposed tentative tract map that need to be met. Pursuant to Section 152.12 of the City's Municipal Code, the design of the subdivision shall conform to the requirements of this Chapter 152, any and all design requirements set forth in the General Plan, the design and development standards established for the associated zoning district per the Zoning Code, the applicable design guidelines set forth in the Design Guidelines Manual, generally accepted engineering standards, and to such standards required by the City, including, but not limited to, plans for grading and erosion control. The Planning Division has reviewed the proposed subdivision in conjunction with the proposed specific plan and the proposed lots each meet the minimum development standards contained within the Municipal (Zoning) Code, including, minimum lot size, lot depth, and lot width, in addition to those conditions and development standards contained in the specific plan. As a condition of approval, any existing structures located on the property shall be demolished or brought into conformance with the current Zoning Code and/or adopted specific plan amendment standards prior to the tract map being finalized. Additionally the tentative tract map is consistent with Goal 2.0 of the Lazed Use Element of the General Plan which states "accommodate new development that is compatible with and compliments existing conforming land uses" as the proposed lots meet the existing development standards contained in the Code. Any future development on the subject properties will be subject to the Specific Plan SP 16-01, provided it is adopted by the City Council, otherwise, any future development will be subject to the current density for the respective zoning designation, development standards, design guidelines, and processes at the time of submittal. The Public Works Department, as part of their comments, has included a requirement for the Applicant to submit plans relating to grading and erosion control for review and approval. CONDITIONS OF APPROVAL 1) The subject property shall be subdivided and maintained in substantial compliance with Exhibits `A' and `B' dated September 28, 2016; and 2) Covenants, conditions, and restrictions (CC&R's) and a Homeowner's Association (HOA) (or equivalent) as approved by the California Department of Real Estate shall be incorporated into the development. CC&R's shall be subject to review and approval by the City Attorney's Office at the expense of the Applicant; and 3) Language shall be included in the CC&R's which prohibit property owners and/or the HOA from purposely damaging and/or removing trees from private property without the City's (Tree Officer) G:IMRAHWEnt Wffmo sl7M-7335414827-14839 Pacific Avel5ia f Report and Resolulicn4AGP-118 Z 555 TH-73354 SP 16-01 Council Repot 12-7-IS.doc AGP-1I8, Z-555, TM -73354, and SP 16-01 December 7, 20I6 Pare 17 of 18 written approval; and 4) Language shall be included in the CC&R's that prohibit bright floor light fixture placement along the street side elevations of the dwelling units; and 5) The Homeowner's Association (HOA) or equivalent, or the CC&R's shall be responsible for the following: a. On-going maintenance and upkeep of any trees in accordance with the City's Standards on private property within the front yard and street side yard areas between the public right-of- way and the structures; and b- On-going maintenance and upkeep of any landscaping within the front yard and street side yard areas on private property between the public right-of-way and the structures or private common areas and the structures_ 6) Any fences and/or walls shall be subject to the development standards contained in the specific plan relating to material, maximum allowable height and yard setback. Proposed wall material shall be decorative and subject to review and approval by the Planning Division; and 7) Should any existing trees on the property that are designated as a Mature Tree in accordance with the City's Tree Ordinance be removed, a tree removal application shall be submitted to the City's Tree Department (Planning Division) for review and approval prior to any said removal; and 8) Any proposed structures shall be developed in compliance with the current development standards and design guidelines contained within the adopted Specific Plan 16-01; and 9) Applicant shall be subject to any and all Los Angeles County Clerk Posting Fees for the Notice of Determination, including but not limited to the California Department of Fish and Game Fees; and 10) Any and all landscaping shall be developed in compliance with the current development standards and design guidelines contained within the adopted Specific Plan 16-01; and 11) Final landscaping and irrigation plans shall be prepared pursuant to Subchapter 153.160 of the City's Municipal Code. All landscaping and irrigation plans shall be subject to review and approval by the Planning Division; and 12) The tract map and proposed development may be subject to the following Development Impact Fees, as required: a. Public Art b. Flood Control c. Traffic Congestion d. Parkland In -Lieu (Quimby) e. General Plan/Technology 13) The Applicant shall comply with all comments and conditions of approval as determined by the City's Public Works Department as shown on Attachment #8; and G:4ABRAFvkm EnfidementslTM-7335414827-14839 Pacgo AvelStaff Report and ResoluutionIAGP-118 Z-555 TM -73354 SP 1601 Council Report 12-7-16.doe AGP-118, Z-555, TM -73354, and 5P 16.01 D=mber 7, 2016 Page 18 of 18 14) The Applicant shall comply with all comments and conditions of approval as determined by the Los Angeles County Fire Department shown on Attachment 49; and 15) The Applicant shall comply with all comments and conditions of approval as determined by the Los Angeles County Sanitation District shown on Attachment #10; and 16) In accordance with the requirements of the Public Works Department, the Applicant shall provide separate and independent water and sanitary sewer service to each property; and 17) Utilities shall be undergrounded, pursuant to Chapter 97, Part 2 of the City's Municipal Code; and 18) The Applicant shall install or cause to be installed individual, independent service to each separate property for any and all utility companies that provide service to said properties, including but not limited to Valley County Water District, Southern California Edison, The Gas Company, Frontier Communications Telephone, and Time Warner Cable; and 19) The Final Map shall comply with the time frames as contained within the California Subdivision Map Act; and 20) That except for all ongoing conditions of approval, the applicant shall comply with all conditions of approval within six (6) months of the effective date of this Resolution shall become null and void and subject to revocation pending a hearing by the Planning Commission or the City Council on appeal. Any costs associated with the revocation of these entitlements shall be paid by the applicant and/or owner; and 21) The Applicant shall sign and have notarized an affidavit within ten (10) days of the date of this resolution, stating that the applicant has read and accepts all of the conditions of approval. ATTACHMENTS #1, Exhibit "A", Specific Plan SP 16-01, dated December 7, 2016 42, Exhibit "B", Plans, dated December 7, 2016 #3, Vicinity Map #4, Proposed Striping Diagram #5, Initial Study and related Environmental Documentation #6, Mitigation Monitoring Program #7, Application Forms and Statements #8, Public Works Department Comments #9, Los Angeles County Fire Department Comments #10, Los Angeles County Sanitation District Comments #11, City Council Resolution 2016-158 412, City Council Resolution 2016-159 #13, Ordinance 1393 G:W$RAHAMhEnlilfementskTM-7335414827-14839 Padfie Ave4Staff Reportand ResdutionlAGP-116 2-555 TW73354 SP 16.01 Council Report 12-7-16.doe ATTACHMENT #1 EXHIBIT "A" SPECIFIC PLAN SP 16-01 PACIFIC VILLAS EXHIBIT "A" DATE: December 7, 2016 CASE NUMBER: AGP-118, Z-555, SP 16-01 & TM -733354 APPLICANT: Cal 33 Partners, LLC. PACIFIC VILLAS CITY COUNCIL Mr. Manuel Lozano, Mayor Ms. Monica Garcia, Mayor Pro -Tem Ms. Cruz Baca, Council Member Mr. Ricardo Pacheco, Council Member Ms. Susan Rubio, Council Member PLANNING COMMISSION Mr. David Muse, Chair Mr. Mario Mociei, Jr., Vice Chair Ms. Edith Flores Mr. Edwin Barques Mr. Kevin Rooney CITY STAFF Ms. Amy Harb'm, City Planner Mr. Abraham Tellez, Associiate Planner Mr. Dan Wall, Director of Public Worla Cal 33 Partners, LLC 2863 Maricapa Street Torrance, CA 90303 CONSULTANTS Land Development Consultants, Inc. WHA j William Hezmalhalch Architects, Inc. BGB I Design Group ACKNOWLEDGEMENTS TABLE OF CONTENTS CHAPTER 1: PROJECT VISION 1.1 Project Overview ................................................ 6 1.2 Guiding Principles .............................................. 7 CHAPTER 2: DEVELOPMENT PLAN 2.1 Location & Context ............... ............................ 9 2.2 Existing Conditions .......................................... 10 2.3 Land Use Plan ................................................ 11 2.4 Development Regulations ................................... 12 2.5 Mobility Plan ................................................ 73 2.6 Public Foclflties & Services .................................. 14 CHAPTER 3: DESIGN GUIDELINES 3.1 Purpose & intent .............................................. 18 3.2 Architectural Design .......................................... 19 3.3 Landscape Design ........................................... 21 3.4 Development Standards ...................................... 24 CHAPTER 4: ADMINISTRATION 4.1 Purpose of Document ....................................... 27 4.2 Implementation .............................................. 28 4.3 Review & Approval ........................................ 29 4.4 Maintenance .................................................. 29 APPENDIX Appendix A. Site Plan for Tentative Tract No. 73354 Appendix B: Tentative Tract No. 73334 Appendix G Architectural Plan Set for TTM No. 73354 Appendix D: Landscape Plan Set for TTM No. 73354 1.1 PROJECT OVERVIEW Pacific Villas, located on Pacific Avenue just north of the ] 0 Freeway, serves as a gateway project into the City of Baldwin Park. Pacific Villas will bring revitalization to the existing neighborhood, and create a turning point for this area and community. Consisting of approximately 3.2 acres, the Specific Plan allows up to 47 detached townhome units, at a price point attractive to first time buyers, move down buyers, and new and existing residents of Baldwin Park. The project offers an opportunity for housing to local Los Angeles commuters, with easy freeway access to Los Angeles and throughout the San Gabriel Valley. The property is currently vacant, with single-family residential uses to the north/northeast, a large-scale multi -family residential complex to the northwest, single-family residential uses and a church to the east/southeast, and several small-scale commercial uses to the southeast along Pacific Avenue. With the variety of existing uses, this project intends to create a community in an underutilized and vacant property. By creating this community, more residents will have a positive impact on local businesses, creating jobs and economic growth. This Specific Plan, guided by a cohesive vision and core principles, contains flexible standards and guidelines to allow development to respond to market conditions and provide aesthetic charm. Providing the opportunity to live in a strategic location near employment, public transportation, and a major freeway, Pacific Villas will bring enduring value to the gateway of the City of Baldwin Park. 1.2 GUIDING PRINCIPLES Pacific Villas will embody many principles of traditional neighborhood design, while simultaneously incorporating 21 n century ecologically sound building practices. Implementation of the following core values is vital to the success of the Specific Plan: Create a community. Encourage social, civic, and leisurely interaction through the design of a dynamic environment that evolves a "pride of place." Create connectivity. Provide vehicular and pedestrian Practices minimizing impact and use of natural resources shall be adopted, resulting in a healthy, safe, and responsible environment. Create uniqueness of place. Capitalize on the opportunity to create a strong sense of place through land planning and architectural and landscape architectural design. Create a strong, aesthetically pleasing urban gateway that reflects positively on the City. access, create clear connections for pedestrians and Enhance local economic well-being. Support local bicyclists in the community. businesses by bringing residents near existing commercial areas, resulting in job creation and economic Integrate environmentally responsible practices. growth within the City. Conservation of land, energy, water, and materials is of critical importance to our continued well-being. 2.1 LOCATION & CONTEXT Pacific Villas is located at 14827 to 14839 Pacific Avenue within the City of Baldwin Park in Los Angeles County, California; refer to Wcinity Mao. Pacific Avenue forms the southern project boundary. Big Dalton Avenue lies to the west of the site; Puente Avenue lies to the east of the site. The project proposes development on four of these parcels which include County of Los Angeles Assessor Parcel Numbers (APNs) 8438-015-037, -043 -047, and -059, totaling approximately 3.2 acres. The project site is presently undeveloped, and therefore, does not support any structures or other improvements. The property has been previously graded and is largely void of any vegetation. Neighboring properties all presently support existing development. The parcel immediately to the northwest of the main project site (APN 8438-015- 065 through -103) is developed with multi -family residential uses. The parcel immediately to the east/southeast of the main project site (APN 8438- 015-105) supports a church. The three parcels further to the east (APNs 8438-015-060, -061, - 062) support single-family and/or multi -family residential uses. vicierty Map To the northwest, the main project site is bordered by a large-scale multi -family residential complex. To the north/northeast, single-family residential uses are present. To the east/southeast are single-family residential uses and a church. Pacific Avenge borders the main project site to the southwest, with single-family and multi -family residential uses present along the roadway within the vicinity. Several small-scale commercial uses (i.e. gas stations, retail stores) are also present further to the southeast along Pacific Avenue. 2.2 EXISTING CONDITIONS Pacific Villas is undeveloped, and is generally flat and drains slightly from north to south, with an approximate 3 -foot change in overall elevation across the property. The site contains existing vegetation and dirt, with a curb, sidewalk, and multiple drive approaches into the property along Pacific Avenue. k� s 2.3 LAND USE PLAN The Land Use Element of the City of Baldwin Park General Plan indicates that the project site is located within an area identified as a "2020 General Plan Focus Area." The Pacific Avenue Focus Area includes the properties adjacent to the north and south of Pacific Avenue from just west of Big Dalton Avenue to just east of Puente Avenue and includes the project site. Fourteen Focus Areas have been identified throughout the City and represent locations where long-term change and improvement are desired. These Focus Areas are considered by the City to be "key opportunity areas" for future commercial and industrial development. The General Plan contains policies that address the compatibility issues specific to the Focus Areas. These policies are focused on accommodating new development that complements and is compatible with existing land uses in each area. Further, these policies are aimed at allowing for the gradual elimination of non -conforming land uses in each area, improving the buffering of commercial uses from adjacent residential neighborhoods, and rezoning specific properties within the area to achieve compatibility. 2.4 DEVELOPMENT REGULATIONS 2.4.1 GENERAL REQUIREMENTS It is the intent of this Specific Plan to permit unique residential product types and creative development that would not be permitted by the City's standard zoning requirements. It is also the intent to provide flexibility in terns of location and square footage of homes so footprints can be arranged and developed, as long as the stipulated densities are not exceeded. The following development regulations guide the planning process to ensure a high level of design quality is achieved, which will create new vitality in an underutilized neighborhood. Standards and regulations in this section are consistent with the land use goals and objectives of the City of Baldwin Park and provide basic criteria which will govern all redevelopment within the boundaries of the Specific Plan area. As part of the project's Development Standards, Pacific Villas allows for a density of 14.8 dwelling units per acre. Existing zoning is RG; with existing land use being vacant. Pacific Villas is proposed as residential land use, with zoning proposed as R3 with a Specific Plan overlay. Setbacks to property line are a minimum of 10', with interior side yard setbacks at 5.5'-8' between buildings. .Units are two-story and three-story homes, with eave lines below 30', per LA County Fire Department requirements. All homes shall have a two - car garage, for homeowner parking of 2 cars per unit. In addition, there are 19 guest parking spaces provided throughout the development. As part of this community, there are two common open space areas on-site, as well as a common open space pathway running through the middle of the project, towards the rear of the development. The interior street width is 26', with a 4' buffer on either side, to be paved for a "walking path" to encourage pedestrian mobility throughout the site. Please see Appendix A, Site Plan for Tentative Tract No. 73354, for site plan details. 2.5 MOBILITY PLAN Pacific Villas has one main entrance along Pacific Avenue. There are two electronic gates located at the front of the community, for vehicular use. There are also two man gates into the project for pedestrian access, on either side of the project entrance. Each home unit has a two -car garage, and there are 19 guest parking spaces throughout the community in addition to the private garaged spaces. Throughout the project, there is a looped, private 26 -foot -wide street for vehicular and pedestrian use. Alongside each side of the street is enhanced pavement for aesthetic and pedestrian purposes, which serves as a sort of "sidewalk" and walkway for the community. The Los Angeles County Fire Department, as well as the Public Works Department has reviewed the circulation to ensure compliance with Fire Department standards (Turning radii, street widths, fire hydrant locations) and traffic safety standards. As an additional mobility and community feature, directly in the middle of the project, running from the front to back, is a paseo. This community feature connects neighbors, allows for safe foot travel towards either end of the community, and promotes active living. 2.6 PUBLIC FACILITIES & SERVICES 2.6.1 DRY UTILITIES & PUBLIC SERVICES Sewer, water, cable, electrical, gas, telephone, and public works shall be provided by the entities listed below. 2.6.2 GRADING Proposed grading will follow existing topography, as the site is relatively flat. There is a slight elevation change from back of the site to the front. Grading for Pacific Villas will follow this existing grading and drainage pattern. Conceptual grading can be found on the Tentative Tract Map, shown in Appendix B. 2.6.3 WATER AND SEWER Potable water is supplied to the site by Valley County Water District, and lines will be provided by lateral connections from the proposed 8" water line system within the community's private street. Wastewater treatment service is provided by the Los Angeles County Sanitation District (District 15), through lateral connections from the proposed 8" sewer line system within the community's private street. Fire protections service would be provided by the Los Angeles County Fire Department. 2.6.4 STORM DRAINAGE Throughout the community, landscaped pervious surfaces will aid with stormwater run-off. In addition to these elements, Pacific Villas utilizes an area drain system in backyard areas to help water drain towards the private street. The private street will convey stormwater to a CDS unit and chamber, to treat and store stormwater, which will then enter the storm drain system in Pacific Avenue. This storm drain system within the site will incorporate Best Management Practices for the collection and treatment of stormwater as part of an overall Low - Impact Development Concept. The system will meet ail current City of Baldwin Park and State of California regulations. 2.6.5 SOLID WASTE Removal of solid waste will be performed by Waste Management and managed by the City of Baldwin Park, and storage will be provided in individual units. 3.1 PURPOSE & INTENT This chapter provides a framework for the physical design of Pacific Villas to ensure creation of a high quality development with cohesive community character. A strong outline of design criteria is critical to achieving an aesthetically pleasing gateway to the City of Baldwin Park. Though providing specific requirements, these guidelines allow for flexibility, and subjectivity has been purposely built in to allow for visual distinctions that create interest and avoid monotony. A central design theme is to be created and reinforced through the detailing of community, landscape, and architectural elements to create a sense of cohesion, while responding to the character and design fabric of adjacent areas. This document will guide the City staff, Planning Commission, and City Council during the review process to ensure the proposed project meets the criteria in this chapter. Photographs and imagery presented are intended to convey the general design purpose of the guidelines and are not intended to require literal application of design details. Components identified in this document are provided as a palette of defining elements to be reflected in the community design proposal. 3.2 ARCHITECTURAL DESIGN The architecture for the development shall be that of Traditional Style. Architectural detailing shall include, but is not limited to, window and door treatments (such as trim), overhead trellis, appropriate use of color and other architectural features to dematerialize mass. The following guidelines apply to the layout and design of residential homes within Pacific Villas, with the intent of establishing a sense of community as well as encouraging creative expression to bring forth a strong and unique sense of place. Please also see Appendix C, for Preliminary Architectural Floor Plans and Elevations. 1. Vehicular entry on Pacific Avenue should be celebrated and contain design features including landscaping, textured paving and signage. 2. Perimeter walls shall be constructed of stucco coated concrete block with decorative cap, and be consistent with and complement the architectural style and colors of the buildings. Chaim -link fence is prohibited. 3. Each dwelling unit shall have yards on at least two sides for private open space, and for providing natural light into the units. 4. Building massing should be varied with projections and recesses to provide visual and spatial interest. 5. For traditional architecture, sloped concrete file roofs with minimal eave projects shall be used. 6. Windows and exterior doors should have treatments, such as trim, to emphasize openings. 7. Building materials and colors should be used for aesthetic quality, architectural harmony and cohesive community. 8. Color selection should complement and be consistent with architecture. 9. Plan types, elevation types and color schemes shall be used to provide a variety of appearances. 10. Individual unit entry gates should face the internal drive, and should be designed with entry sequence and human scale in mind and screened for privacy. 11. When possible, natural light should be provided on all 4 sides of homes. Windows on "zero walls" shall have sills at 5 feet (minimum) for privacy of adjacent neighbor while providing natural light. 12. When possible, upper story living areas should have balconies for usable private outdoor space. 13. All exterior light fixtures should be compatible with the architecture of buildings. 14. Landscaping shall be an integral part of the site design. landscape plans should be prepared by a Landscape Architect. 15. A variety of landscaping materials, textures, colors and forms shall be used, including trees, shrubs, ground cover, flowering plants, boulders, rocks, walls, textured surfaces, trellises, water and other elements. Drought resistant plants are recommended. 16. To preserve view corridor for adjacent single family neighborhood to the northeast, no building should be placed at the end of Chevalier Avenue. 17. At corners of Pacific Avenue and along northeastern edges of property against single family dwellings, the homes should be limited to 2 stories. 3.3 LANDSCAPE DESIGN The following guidelines and standards establish general criteria for landscaping at a community -wide level and ensure that a cohesive landscape fabric will be created. The Conceptual Landscape Plan, with Landscape Plant Palette and Lighting Plan (Appendix D) shows the recommended species in the categories of trees, shrubs, and ground covers. Landscape treatment shall be provided to enhance architectural features, strengthen vistas, enhance the common and private open spaces of the development, enhance the project frontage along Pacific Ave, and provide aesthetic value to the community. Plant material shall be selected for interest in its structure, texture, color, and ultimate growth. Plants that are hardy, harmonious to the design, and of good appearance shall be used. In locat€ons where plants will be susceptible to injury by pedestrian or motor traffic, they shall be protected by appropriate curbs, tree guards or other devices. Parking areas, community entrance, community passive park, and circulation areas shall be enhanced with landscaped spaces containing tree or tree groupings. Upon approval of the proposed Landscaping and Irrigation Plan by the Planning and Community Development Department, the landscaped areas shall be installed and permanently maintained in accordance herewith. The precise size and species of trees shall be subject to review and approval by the Planning and Community Development Department. 1. The native park incorporates a meandering stone path with a decomposed granite seating area under the shade of native sycamore trees. Sages and other native plants are incorporated in the planting Palette. 2. The Central courtyard has a circular garden featuring succulents and flowering perennials, adjoining walkways are lined with flowing plants and trees. 3. The entry is lined with flowering trees and terminates at a stone water feature that is surrounded by flowering groundcover. 3.3.1 COMMUNITY AMENITIES The community amenities at Pacific Ave can be enjoyed by all the residents in the community. These elements include walking paths, shady seating areas, and a California Native plant garden with a natural, permeable courtyard. The community has a unique opportunity for sustainable food production in the community 'Garden Park'. This garden includes raised wood planters, and a seating areas with vines and fruit trees_ It is envisioned as a gathering space for families to come together and grow seasonal vegetables, fruit, and herbs. A large native sycamore provides shade in the contemplative garden space. The 'Central Courtyard' has central walking paths through flowing trees that lead to a circular garden featuring succulents and flowering perennials. The pathway terminates at a shady lawn space under a large tree to sit and enjoy the outdoors. These amenities and features will be detailed in the CC&R's for the project. 3.3.2 PROJECT SIGNAGE Any sign proposed throughout the project site shall have sufficient scale and proportion in its design and in its visual relationship to buildings and surroundings. Every sign shall be designed as an integral architectural element of the building and site to which it principally relates. A Sign Program shall be submitted to the Planning and Community Development Department for review and approval. The colors, materials and lighting of every sign shall be restrained and harmonious with the structures and site to which it principally relates and shall be consistent with the architectural theme. The community entrance sign will be a night lighted stone water feature with decorative planting located in between the front gates of the development, Back lit (box or can) signs are prohibited. Directly illuminated signs shall be limited to individual letters. Exposed bulb or garish neon lighting is prohibited. The number of graphic elements on a sign shall be held to the minimum needed to convey the sign's message and shall be composed in proportion to the area of the sign face. The security of all residents within this community is the highest priority. To deter uninvited habitants and guests, this community will be developed as a private, gated community with a code entry system. All proposed signage shall meet the standards specified in the City's Zoning Code and shall be reviewed and approved by the Planning Commission prior to installation, pursuant to an approved Sign Program. 3.3.3 LIGHTING%SECURITY The outdoor lighting system shall be compatible with the architectural theme of the units and shall enhance the building design and adjacent landscape. Lighting standards and building fixtures shall be of a design and size compatible with the building and adjacent areas. Common open space lighting shall be provided and maintained by the community Home Owners Association (HOA) to provide adequate lighting for security purposes. See the Lighting Exhibit. Although the project will introduce new sources of light in the area (exterior building illumination and pedestal lighting throughout the project), these sources of illumination are not anticipated to be significant. Lighting adjacent to guest parking areas and exterior building lighting shall be shielded and directed downward to prevent spillover lighting. Lighting shall be restrained in design and excessive brightness shall be avoided. All proposed lighting shall be reviewed and approved by the Planning and Community Development Department and the Police Department prior to installation_ 3.4 DEVELOPMENT STANDARDS The provisions of this Specific Plan have been established to provide for the orderly development of the property. Application of the Specific Plan is intended to protect the health, safety, and welfare of the community. All construction on the property shall comply with all applicable state laws in effect as amended from time to time, except as expressly provided in this Specific Plan. In order to provide relief and allow deviations from the Development Standards and Zoning Code requirements, the following control mechanisms shall be applied: 3.4.1 MAXIMUM DENSITY The Site Plan (Appendix "A") attached hereto and incorporated herein by this reference identifies the boundaries for the forty seven (47) condominium units. Based on the total square footage within the boundary site, the density shall not exceed 14.8 units per acre. 3.4.2 YARD SETBACKS The following required yard setbacks shall be observed for Units 1-37 and 39-47: a. Side Yard: 8' minimum on one side yard of the unit, 0' on the other (similar to "zero lot line") b. Rear Yard: 10' minimum The following required yard setbacks shall be observed for Unit 38- a. Side Yard: 5.5' minimum on one side yard of the unit, 0' on the other (similar to "zero lot line") b. Rear Yard: 10' minimum to building (Unit 37) 3.4.3 MINIMUM FLOOR AREA Each dwelling unit shall have and maintain a minimum gross floor area of 1,600 square feet and shall have not less than three (3) bedrooms. 3.4.4 BUILDING HEIGHT AND LENGTH The height of the condominiums shall not be constructed to a height exceeding three -stories, with a maximum height of 30 feet, measured at eave line. The condominiums shall not exceed 60 feet in length. 3.4.5 OPEN SPACES Private Open Space — Each dwelling unit shall provide a private open space area having access from within the main dwelling unit. All private yard areas shall be enclosed by a solid wall/fence, gate, or rail at least 36" in height. Items that may be stored in this area shall be limited to patio furniture, potted plants, outdoor barbeque, outdoor play equipment, outdoor The parking area shall be designed to meet Fire storage, which shall be addressed in the CC&R's. Department requirements, City parking stall standards, and to avoid potential circulation issues. Common Open Space — All residents of the condominiums shall be provided with designated common open space areas. These spaces include a native park, central courtyard and poseo, and entry area. The location of these common open space areas can be found on the Conceptual Landscape Plan, Appendix D, and are detailed in Section 3.3, Landscape Design. Features and amenities included in the common open spaces will be described in the CC&R's, and shall be maintained by the Homeowner's Association (HOA). 3.4.6 PARKING Each unit shall be provided with a 2 -car attached garage that is independently and privately accessed. A total of 9A garage spaces are allocated for resident parking and a total of 19 guest parking spaces shall be provided for the sole use of residents' guests. Proper signage shall be provided identifying these stalls as guest parking. 18 stalls are within the gates of the community, while 1 is located near the exit, outside of the gates. Guest parking spaces are 9' in width and 18' in length. Any other stipulations and regulations regarding parking will be detailed in the CC&R's. 4.1 PURPOSE OF DOCUMENT This document encapsulates the long-range goals for the Pacific Villas and ensures the project elements are developed in a consistent and coordinated manner. Development standards have been tailored for specific residential building types whole allowing for innovative community design. The cohesiveness and enhanced level of quality created by this Specific Plan maximizes the ability to create a seamlessly articulated community, resulting in increased property values over what is provided by traditional zoning. The process for implantation and approval of the Specific Plan development area is outlined in this chapter. Upon adoption of this document, the Development Standards and procedures established herein shall become the applicable zoning standards for Pacific Villas. 4.1. J HOW TO USE THIS SPECIFIC PLAN By functioning as a regulatory document, the Pacific Villas Specific Plan specifies the maximum amount of development and allowable land use, as well as describing a general set of standards for street dimensions, parking, building types, improvements, and landscaping. Photographs and illustrative imagery have been included to aid in the practical application of the requirements and provisions. This imagery should not be interpreted literally; it is meant to serve as a prototypical depiction of possible arrangements of conforming development. The City will review site development plans through a Plan/Design Review process, ensuring consistency with the goals, vision, and requirements of this plan. 4.2 IMPLEMENTATION The Community Development Director shall be responsible for the administration and enforcement of Pacific Villas Specific Plan in accordance with the provisions within this document, the State of California Governmental Code, and the Subdivision Map Act. This administration of the Specific Plan includes processing assistance, interpretations of provisions, approval of administrative pen -nits, issuance of permits, approval of temporary or interim uses, specification of conditions of approval, and authorization of certificates of occupancy for new development. The Planning Commission shall be responsible for approving subdivision, site development review, review of zone change and general plan amendment applications, preparation of recommendations to City Council, for major Specific Plan amendments and acting on appeals from decisions by the Community Development Director. The City Council shall be responsible for adopting major amendments to the Specific Plan and acting on appeals of decisions by the Planning Commission. 4.2.7 SEVERABILITY If any section, subsection, sentence, clause, or phrase of this Specific Plan, future amendments, or additions hereto is for any reason held to invalid or unconstitutional by the decision of any court of competent jurisdiction such decision shall not affect the validity of the remaining portions of this pian. 4.3.2 INTERPRETATIONS When there is a question or ambiguity regarding the interpretation of any provision of the Specific Plan, the community director has the authority to interpret the provision, using the spirit and intent of the Specific plan as a guide. the planning director may, at his or her discretion, refer interpretations to the planning commission for consideration and action. Such a referral shall be accompanied by a written analysis of issues related to the interpretation. all interpretations made by the community development director and decisions of the planning commission may be appealed per the applicable provisions of the city of Baldwin Park municipal code. A.3 REVIEW AND APPROVAL 4.4 MAINTENANCE The Pacific Villas Specific Plan will be implemented through a tentative tract map and final tract map. This map will be subject to the City of Baldwin Park's two-part approval process. 1. Planning approval: review of plans for zoning compliance and design review 2. Plan Check approval: a detailed technical review of the working drawings will be conducted, during which the city will determine if the drawings are in conformance with this Specific Plan, the Building Code, Gty Standards, and Conditions of Approval. Plan check approval is required before issuance of grading and building permits, which may also require approval of the planning commission. during this review process, the city will determine whether the proposal is in conformance with this Specific Plan, the Building Code, City Standards, and conditions of approval. Management of property within the Specific Plan will be by a Homeowner's Association. Prior to the approval of development, the application shall provide a clear description of the role of the association in providing and maintaining private roadways, amenities, landscaping, and other improvements required by the city. Prior to recordation of a final map, the individual or entity submitting and processing the tentative map shall submit the CC&Rs to the Planning Department for review and approval by the City Attorney. SITE PLAN MVATM TBAOT Na iEWW Fm OO DOMMM PHNOM N VE C" OF R4WVM P" CoMw OF LOB ANamz% STATE CF CALF01M .,um w,n nw vV� ow..iaa�.�.�oi asi. �iiw�c wa �aW cor..� nCyv ALS arm s:aie � �wc�o .,�� ,•.� aoe,.s, n�u r a n�so� rnye �� .conox coo � .wweae CITY OF BAL V6gN PARK s[m PLAN T9MTW youff in 7UPQs Tm cowom" PfJi'0� 7 —,I TENTATIVE TRACT ND. 73354 fM " FUFOSM M — UM PAGFE AWME N TFF CRY OF R&OWN PARK FORM Ld7,=A 774W AGiP ITO�iCT LINA �m 0. �q � mq s�sas !¢ w+m wem i•+M was rua ar<m 2 n 1A.wn N m GAL MP,4lifASW LLC PACfIC ALQRI6 TYAOA� �Oi iwo swD LTI! Y'f'1111L �Ol1OlY fuc e-•_, Crr-Y OF BALDWlM PAFtF TENTATWE TRr40T ND. 7SW4 FOR COOMMM PUMOM IOW - OM MOM AlH 1 - 1 PACIFIC VILLAS Baldwin Park, CA LW40 M«rcW Ate. 204220 • 07 -aa -15 PLAN / DESIGN REVIEW e CAL 33 Nrt_., LLC Allan S. Li.Pr­i _t 2853 Maampa Sheet [.--CA 9oso3 1424) 2717263 And,ne� Wdlia,n H.,—lhalch A4ite_i. Inc, Richard Snag, Ar ktect,&a mrAS..1, 2050 Pedl,iN Avenue. Site 200 Santa Ana. CA 92705 (949) 25010,507 CMI Engm— Land U-.6p,nant Co whams Fkrxl M.2aha6 P E N'Li'l 1520 B_.k1.16 De. Ste 33 S -i. Ana, CA 92705 (714) 557i)Oo L --s ,_p. An -hit t Bort wrckGuy Deonnhejsen, I� Chau Nems. ASLA, Senor. Pr, .d Manager 2444 Dupont fi— Irvine CA 92Y2 (949) 476-0616 s _ ;I.� �J f j w� v FmNTPY COUPT AT PACIFIC AVE..STQFmET ELEVATIONS k$LLC. " 6aldwn Park, PACIFIC VILLAS o�ffrmllw �a 414 111 mmin; 1� R;1 Kim K7 n;Elm VILLA lA 3 KDROOPI • 25 BATH 1.700 S.F. SECOND CAL 3.3 Partners, LLC.�. PACIFIC VILLAS W1a Baldwin Pork CA w�ce... SIGH- PPONT VIIWLAIB 3 BEDROOM • 25 BATH 1.700 S.F. -MND clam CAi33 Partners tLG. PACIFIC VILLAS � Baldwin Park. CA ;Gr -EGk7 VILLA 2A 3 BEDROOM • 35 BATH 2.000SP. SECOND CAL w Aartners. LLC. PACIFIC VILLAS Baldwin Pork, CA 71GN- "EAR VILLA 2B 3 BEDROOM • 3,5 BAN 2.000 S.F. FIF`Si lrr _rte_ SU -OND THIRD CAL PeCAlLC Baldwin Por,kk.,PACIFIC VILLAS m, 7IG R;AR FRONT 3 BEDROOM • 3.5 BATEI 2.000 S -F. VILLA. 2C '� CAL.3.3Partners, LLC. �� Baldwin Pork,CA PACIFIC VILLAS b++mo - mea RIGP T P=AP r'ee'ereee III ieee VILLA 3A 4 BZDROOM • 35 BATH 2 )CO S.F. #"lRST v...siF CAL 33 Partners. LLC. a�' eoldwm Park, CA PACIFIC VILLAS Zcv- g=ar: FRONT 4BEDPOOM - MBATH 2JOO5f. j FIRST VILLA 3B wE(�ONL� THIRD ENE= m 21 dw CAL 33 Ps, LLC. PACIFIC V °�°.�" w,wMW Baldwin Par.,kk,, CA �e • w -o. -ss »...-�-.».. RIGF R_AR VILA 3C 4 BEDROOM • 3.5 BATH 210QS.F. FI IST CAL Partners, LLC.�. PACIFIC VILLAS � ��""s Baldwin Park, CA ���"`'•'� PACIF YMI AS a N wax, cuuawu stns 18 �,� PACNW VILLAS a.unraH rux cu.�raw�. ser+s 24 awflp MYa �•�m�'�• PACIFIC VILLAS 5ws 1B ml, COLOR AND MATIPIALS MR BCAL 33 "rs.aklwin Pork, CALF PACIFIC V .� . - 1777 - w�B olm an ml Q�. L1F s ENLARGEMEM'K 11B'=1'-0' ENLARGEMENT'E' W-1'-0' ENLARGENEHT'C' W-1'-0' POTENTIALSHRUB WAGES CAL33 Parkners, I.I.C.'� ..� AIn Baldwin Park, CA -PACIFIC VILLAS s Mese tx*rfm WHO= PACIPIC VILLAS CAL -" partners. LLC. Baldwin Park, CA ATTACHMENT #2 EXHIBIT "B" PROJECT PLANS C W ON $`N C1 s$E(C g ! .xh 4111 R H L P GY Y 1MllH111lle' p�4� , i •x � � g�§ gC� p 1 5 1� � � a Cg!. ai _ go i. i. a1 a 1PB1: p 1' sj Pa c i!!=G! ea s!laG�sJ e ■ a S!j!'3C yS Se!@!aC PC. U, URI 111t 21 141 j1 31,E Y a 0 e 10 EXHIBIT 17': DATE: December 7, 2016 CASE NUMBER: AGP-118, Z-555, SP 16-01 & TNI -733354 APPLICANT: Cal 33 Partners, LLC. Y Q Z m mLL 0 U V V e� Is S Y :1 Is ATTACHMENT #3 VICMTY MAP Vicinity Map LOCATION: APN: 8438-015-037, -043,7047, -059, -065 through -103, -060, -061, -062, and -105 CASE NUMBERS: AGP-118, Z-555, SP 16-01, and TM -73354 DATE: December 7, 2016 ATTACHMENT #4 AW §� m~ \ \!§J / `§{� 2 k§§h �_ z z �© � * off) ` | � a [ [�:| § |§|| | ■ | ■ B�- §@■ E §| � e | , „ ■ o . 2 �■� '� � - � I2 � � §| | § 2 - � / � z §lu a� o q| ■ � 2 c ■ ATTACHMENT #5 INITIAL STUDY AND RELATED ENVIRONMENTAL DOCUMENTS INITIAL STUDY/ MITIGATED NEGATIVE DECLARATION FOR TENTATIVE TRACT MAP NO. 73354 PACIFIC VILLAS DRAFT City of Baldwin Park, Los Angeles County, California LEAD AGENCY: City of Baldwin Park Planning Department 14403 E. Pacific Ave. Baldwin Park, CA 91706 Contact: Amy Harbin, AICD, City Planner (626) 960-4011 ext. 475 APPLICANT: CAL 33 Partners, LLC 2563 Maricopa Street Torrance, CA 90503 (714) 738-0828 CEQA CONSULTANT: Michael Baker International 40810 County Center Drive, Suite 100 Temecula, CA 92591-6049 Contact: Darren Edgington (951)506-2083 August 2016 TTM No. 73354 Initial Study/Mitigated Negative Declaration PAGE INTENTIONALLY LEFT BLANK TTM No. 73354 Initial Study/Mitigated Negative Declaration Table of Contents TABLE OF CONTENTS SECTION 1.0 INTRODUCTION..............................................................................1 1.1 STATUTORY AUTHORITY AND REQUIREMENTS...............................................................1 1.2 PURPOSE...........................................................................................................................1 1.3 CONSULTATION................................................................................................................1 1.4 INCORPORATION BY REFERENCE.....................................................................................2 BIOLOGICAL RESOURCES................................................................................................ SECTION 2.0 PROJECT DESCRIPTION....................................................................3 4.5 2.1 PROJECT LOCATION & SETTING....................................................................................... 3 2.2 BACKGROUND.................................................................................................................. 4 2.3 PROJECT OBJECTIVES........................................................................................................ 4 2.4 PROJECT CHARACTERISTICS............................................................................................. 5 2.5 AGREEMENTS, PERMITS, AND APPROVALS..................................................................... 7 SECTION 3.0 INITIAL STUDY CHECKLIST.............................................................29 80 3.1 BACKGROUND................................................................................................................29 82 3.2 ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED ................................................... 30 3.3 EVALUATION OF ENVIRONMENTAL IMPACTS................................................................ 30 SECTION 4.0 ENVIRONMENTAL ANALYSIS.........................................................33 4.1 AESTHETICS.................................................................................................................... 33 4.2 AGRICULTURE RESOURCES............................................................................................. 36 4.3 AIR QUALITY................................................................................................................... 39 4.4 BIOLOGICAL RESOURCES................................................................................................ 51 4.5 CULTURAL RESOURCES................................................................................................ 55 4.6 GEOLOGY AND SOILS...................................................................................................... 58 4.7 GREENHOUSE GAS EMISSIONS....................................................................................... 63 4.8 HAZARDS AND HAZARDOUS MATERIALS....................................................................... 69 4.9 HYDROLOGY AND WATER QUALITY............................................................................... 75 4.10 LAND USE AND RELEVANT PLANNING........................................................................... 80 4.11 MINERAL RESOURCES..................................................................................................... 82 4.12 NOISE..............................................................................................................................84 4.13 POPULATION AND HOUSING.......................................................................................... 93 4.14 PUBLIC SERVICES............................................................................................................ 94 4.15 RECREATION................................................................................................................... 97 4.16 TRANSPORTATION/TRAFFIC...........................................................................................99 4.17 UTILITIES AND SERVICE SYSTEMS................................................................................. 107 4.18 MANDATORY FINDINGS OF SIGNIFICANCE.................................................................. 112 4.19 DETERMINATION..........................................................................................................115 City of Baldwin Park Page f August 20'16 TTM No. 73354 Table of Contents Initial Study/Mitigated Negative Declaration SECTION 5.0 REFERENCES................................................................................117 5.1 LEAD AGENCY................................................................................................................ 117 5.2 PREPARERS OF INITIAL STUDY/ MITIGATED NEGATIVE DECLARATION ......................117 5.3 REFERENCES................................................................................................................. 117 LIST OF FIGURES Figure 1 ................ Regional/Local Vicinity Map................................................................................. .....9 Figure 2 Existing/Proposed General Plan Land Use..............................................................................11 Table 4.3-3 Localized Significance of Construction Emissions....................................................................49 Figure 3 Existing/Proposed Zoning........................................................................................................13 Figure4A Tentative Tract Map................................................................................................................15 Table 4.12-2 City of Baldwin Park Exterior Noise Standards......................................................................86 Figure4B Site Plan...................................................................................................................................17 Figure 5A Conceptual Landscape Plan.....................................................................................................19 Table 4.12-5 Typical Vibration Levels for Construction Equipment...........................................................91 Figure 5B Conceptual Landscape Design Details.....................................................................................21 Figure 6A Visual Simulation — Pacific Ave................................................................................................23 Table 4.16-3 intersection Analysis — Project Opening Year with Project Conditions ...............................102 Figure6B Visual Simulation — Paseo........................................................................................................ 25 Figure 6C Visual Simulation — Internal Drive........................................................................................... 27 LIST OF TABLES Table 1-1 Existing/Proposed Zoning and General Plan Land Use.................................................................7 Table 1-2 Agreements, Permits, and Approvals............................................................................................7 Table 4.3-1 Construction Related Emissions...............................................................................................43 Table 4.3-2 Long -Term Operational Air Emissions......................................................................................46 Table 4.3-3 Localized Significance of Construction Emissions....................................................................49 Table 4.3-4 Localized Significance of Operational Emissions......................................................................50 Table 4.7-1 Estimated Greenhouse Gas Emissions.....................................................................................67 Table 4.12-1 Noise and Land Use Compatibility.........................................................................................85 Table 4.12-2 City of Baldwin Park Exterior Noise Standards......................................................................86 Table4.12-3 Noise Measurements.............................................................................................................87 Table 4.12-4 Maximum Noise Levels Generated by Construction Equipment ........................................... 88 Table 4.12-5 Typical Vibration Levels for Construction Equipment...........................................................91 Table 4.16-1 Existing LOS Conditions........................................................................................................101 Table 4.16-2 intersection Analysis — Existing Plus Project Conditions ......................................................102 Table 4.16-3 intersection Analysis — Project Opening Year with Project Conditions ...............................102 Table 4.16-4 Intersection Analysis - Forecast Year 2030 with Project Conditions ...................................103 Table 4.16-5 Adjacent Parcel Information................................................................................................104 LIST OF APPENDICES Appendix A: Plan/Design Review Appendix B. Air Quality/Greenhouse Gas Data Appendix C: Geotechnical Evaluation Appendix D. Phase I Environmental Site Assessment Appendix E: Noise Data Appendix F: Traffic Impact Analysis August 2016 Page ii City of Baldwin Park Section 1.0 Introduction Following preliminary review of the proposed Tentative Tract Map (T non) No. 73354 Project, here after called the "project," the City of Baldwin Park (City) has determined that the project is a "project" subject to the guidelines and regulations of the California Environmental Quality Act (CEQA). This Initial Study has been prepared to address potential impacts associated with the project, as described below. This Initial Study addresses the direct, indirect, and cumulative environmental effects, as applicable, that may result with implementation of the proposed project. 1.1 STA TUTOR YAUTHORITY AND REQUIREMENTS In accordance with CEQA (Public Resources Code, Section 21000 - 21178.1), this Initial Study has been prepared to analyze the project in order to identify any potential significant environmental impacts that would result from implementation of the project. The purpose of this Initial Study is to inform City of Baldwin Park decision -makers, affected agencies, and the public of potential environmental impacts associated with implementation of the proposed project. 1.2 PURPOSE The purpose of an Initial Study is to: (1) identify environmental impacts; (2) provide the Lead Agency with information to use as the basis for deciding whether to prepare an EIR or Negative Declaration; (3) enable an applicant or Lead Agency to modify the project, mitigating adverse impacts before an EIR is prepared; (4) facilitate environmental assessment early in the design of the project; (5) provide documentation of the factual basis for the finding in a Negative Declaration or other method, provided that entries on a checklist or other form are briefly explained to indicate that there is some evidence to support the entries; (5) provide a discussion of ways to mitigate significant effects identified, if any; (6) provide an examination of whether the project is compatible with existing zoning, plans, and other applicable land use controls; and, (7) identify the name of the person or persons who prepared or participated in the preparation of the Initial Study. 1.3 CONSULTATION The Lead Agency (City of Baldwin Park) has determined that an Initial Study is the appropriate environmental document for the project as proposed. As part of preparation of the Initial Study, the Lead Agency begins informal consultations with all Responsible Agencies and Trustee Agencies that administer resources potentially affected by the project. Consultations are conducted to obtain recommendations from those Responsible Agencies prior to initiation of the permit acquisition process. The City would consider any recommendations from these agencies in the formulation of their preliminary environmental findings. City of Baldwin Park Page 1 August 2016 TTM No. 73354 Section 1.0 introduction Initial Study/Mitigated Negative Declaration 1.4 INCORPORATION BY REFERENCE Pertinent documents relating to this initial Study have been cited and incorporated, in accordance with Sections 15148 and 15150 of the State CEQA Guidelines, to eliminate the need for inclusion of voluminous engineering and technical reports within the CEQA document. Of particular relevance are those previously -prepared documents that present relevant information regarding descriptions of environmental settings, future development -related growth, and/or cumulative impacts. This Initial Study has incorporated by reference the following documents, which are available for review at the following location: City of Baldwin Park 2020 General Plan Update, Adopted November 2002. Last Amended April 2015. ■ City of Baldwin Park 2020 General Plan Update Final Environmental Impact Report (Final E1R), September 2002. QTY OF BALDWIN PARK PLANNING DEPARTMENT 14403 E. Pacific Ave. Baldwin Park, California 91706 August 2016 Page 2 City of Baldwin Park Section 2.0 Project Description 2.1 PROJECT LOCATION & SETTING The Pacific Villas project ("proposed project") site is located at 14827 to 148339 Pacific Avenue within the City of Baldwin Park in Los Angeles County, California; refer to Fire 1, Rest wdlLocal Vicinity Map. Pacific Avenue forms the southern project boundary. Big Dalton Avenue lies to the west of the site; Puente Avenue lies to the east of the site. Overall, the project affects a total of nine parcels. The project proposes development on four of these parcels which include County of Los Angeles Assessor Parcel Numbers (APNs) 8438-015- 037, -043 -047, and -059, totaling approximately 3.2 acres. This portion of the project is herein referred to as the "main project site." The five remaining parcels, which include APNs 8438-015-060, -061, -062, -065 to -103 (condominium units), and -105, are also considered to be part of the proposed project; however, no physical development or disturbance of any kind is proposed on these lands at this time. These lands would only be affected by the proposed Amendment to the General Plan (AGP) and Zone Change (Z) that are proposed with the project to change the existing land use designations and zoning classifications that currently apply to the nine parcels. Refer to Fiury a 1, Regior�ailLoeal Vicinity Mai, which identifies the main project site and the surrounding parcels that would be affected by the project. Section 2.4, Project Characteristic's, below, provides additional discussion regarding the proposed AGP and Zone Change (Z). The 3.2 -acre portion of the main project site is presently undeveloped, and therefore, does not support any structures or other improvements. The property has been previously graded and supports limited vegetation (i.e. disturbed/weeds); refer to Figure 1 Re onallLocalVicinbMap. The five remaining parcels also affected by the project all presently support existing development. The parcel immediately to the northwest of the main project site (APN 8438-015-065 through - 103) is developed with multi -family residential uses. The parcel immediately to the east/southeast of the main project site (APN 8438-015-105) supports a church. Two of the three parcels further to the east (APNs 8438-015-060 and -061) support single-family and/or multi. -family residential uses. The third parcel to the east (APN 8438-015-062) supports an office building; refer to Figure 1, Regional/Local Vicinity Mut. A curb, sidewalk, and multiple drive approaches into the property are present along the project frontage on Pacific Avenue. The main project site is generally flat and drains slightly from north to south, with an approximate 3 -foot change in overall elevation across the property. To the northwest, the main project site is bordered by a large-scale multi --family residential complex. To the north/northeast, single-family residential uses are present. To the east/southeast are single-family residential uses, an office building, and a church. Pacific Avenue borders the main project site to the southwest, with single-family and multi -family residential uses present City of Baldwin Park Page 3 August 2016 TTM No. 73354 Section 2.0 Project Description Initial Study/Mitigated Negative Declaration along the roadway within the vicinity. Several small-scale commercial uses (i.e., gas stations, retail stores) are also present further to the southeast along Pacific Avenue. 2.2 BACKGROUND The Land Use Element of the City of Baldwin Park General Plan indicates that the project site is located within an area identified as a "2020 General Plan Focus Area." The Pacific Avenue Focus Area includes the properties adjacent to the north and south of Pacific Avenue from just west of Big Dalton Avenue to just east of Puente Avenue and includes the project site. Fourteen Focus Areas have been identified throughout the City and represent locations where long-term change and improvement are desired. These Focus .Areas are considered by the City to be "key opportunity areas" for fixture commercial and industrial development. The General Plan contains policies that address the compatibility issues specific to the Focus Areas. These policies are focused on accommodating new development that complements and is compatible with existing land uses in each area. Further, these policies are aimed at allowing for the gradual elimination of non -conforming land uses in each area, improving the buffering of commercial uses from adjacent residential neighborhoods, and rezoning specific properties within the area to achieve compatibility. 2.3 PROJECT OBJECTIVES ■ Process a General Plan Amendment for APNs 8438-015-037, -043, -047, -059, and -065 through -103 to change the existing General Plan land use designation from Garden Multi - Family Residential [8.8-12 dwelling units per acre (du/ac)] to Multi -Family Residential (12.1 to 20.0 du/ac), and for APNs 8438-15-060, -061, -062, and -105 from Mixed -Use to Multi -Family Residential; refer to Figure. 2,_F�xistinelProposed General Man Land Use. ■ Process a Change in Zone for the main project site (APNs 8438-015-037, -043, -047, -059, and -65 to -103) to change the existing zoning from Residential Garden (RG)/Planned Development (PD) to High -Density Residential (R-3) to allow for the proposed single- family detached residential uses; refer to Efgyre 3 Existin 1 ed Zoning. ■ Process a Change.in Zone for APNs 8438-015-060, -061, -062, and -705 to change the existing zoning from Mixed -Use 2 (MU -2) to High -Density Residential (R-3) to achieve consistency with surrounding land uses. ■ Process a Change in Zone for APNs 8438-015-065 through -103 (an existing condominium development) to change the existing zoning from Residential Garden (RG) to High - Density Residential (R-3) to achieve consistency with surrounding land uses. ■ Process Tentative Tract Map No. 73354 for the main project site (APNs 8438-015-037,-043, -047, and -059) to subdivide the existing lots in order to allow for the proposed condominium project; refer to Figyre 4A, Tentative Tract Map, and Figure 0, Site Plan. August 2016 Page 4 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 2.0 Project Description ■ Process a Specific Plan to provide design guidelines for future development of the main project site (APNs 8438-015-037, -043, -047, and -059) consistent with the intended vision for the project and with respect for surrounding land uses. ■ DeveIop a residential condominium project consisting of 47 single-family detached residential units in addition to a private linear paseo that would offer opportunities for passive recreation; landscaping; private drives; and associated resident and guest parking. Z4 PROJECT CHARACTERISTICS The project proposes development of 47 single-family detached residential dwelling units (condominium units) on four main parcels totaling approximately 3.2 acres. Various housing design alternatives have been developed to provide potential future buyers with a range of options; refer to Ayyendix J PlanlDesjo Review. Villa designs 1A to 1C would offer units of 1,620 square feet (s.f.) with three bedrooms and 2.5 bathrooms, each offering variations of the exterior design. These homes would be two stories in height and would offer a two -car garage. Villa designs 2A to 2C would offer units of 1,870 s.f. with three bedrooms and three bathrooms, each offering variations of the exterior design. These homes would be three stories in height and would offer a two -car garage an the lower level. Villa designs 3A to 3C would offer units of 2,150 s.f. with three bedrooms and 3.5 bathrooms, each offering variations of the exterior design. These homes would be three stories in height and would offer a two -car garage on the lower level. Building materials and color palettes for each of the villa designs would vary. All units would be of stucco siding with clay the roofing. Varied color themes are proposed for each villa design with regard to wood and stucco trim, garage doors, front doors, and stucco siding to enhance architectural variety and increase visual interest. Access to/from the project site would be provided from Pacific Avenue. Two 20 -foot wide entry/exit drives would be constructed to allow for ingress/egress, and a central courtyard would allow vehicles to turn around if needed; refer to Figyre 6A Visual Simulation - Pacific Ave. The courtyard would be enhanced with decorative paving and landscaping to provide visual interest from the roadway. Interior circulation would be provided via a private paved looped drive constructed to 26 feet in width with a concrete gutter and decorative concrete apron; refer to Figure 6C. Visual Simulation_ Internal Drive. The looped drive would also serve as a fire lane and would be constructed to City design standards to ensure that requirements for emergency vehicle circulation and access are met. The access drive would be gated (sliding gates) at the two proposed entries into the residential area for purposes of security; refer to Figure 4A, Tentative Tract Mav, and Fi, Ure 4B, Site Plan. City of Baldwin Park Page 5 August 2016 TTM No. 73354 Section 2.0 Project Description Initial Study/Mitigated Negative Declaration Onsite parking requirements would be satisfied through provision of 94 parking spaces at the residential units, consistent with the City's parking requirements for residential uses (City of Baldwin Park Municipal Code, Chapter 153: Zoning Code, Table 153.150.040, Number of Parking Spaces Required). An additional 14 onsite guest parking spaces would also be provided to accommodate visitors; refer to E re 4A Tentative Tract A linear paseo is proposed through the central portion of the site; refer to Figure 5A. Conceptual Landscape Plan. and Figure 6B _Visual Simulation - Paseo. The paseo would be private and restricted to use by residents of Pacific Villas. The paseo would provide pedestrian walkways complemented by small gathering areas, benches, landscaping, and other enhancements to encourage use by residents. A series of interior walkways is also proposed to provide linkage between the residential units and the paseo, as well as access to guest parking areas. A Conceptual Landscape Plan has been prepared for the project, consistent with City landscape design requirements; refer to F igare 5A Can al Lands e an and Figure 5B, Con=foal Landscape Design Details. Landscaping would be installed along the project frontage on Pacific Avenue to enhance the project entryway. Further, Iandscaping is proposed within the interior of the development along walkways and within guest parking areas to enhance the visual appearance of the neighborhood. Potable water service for the project would be provided by the Valley County Water District; wastewater treatment service would be provided by the Los Angeles County Sanitation District (District 15). Fire protections service would be provided by the Los Angeles County Fire Department. Police protection services would be provided by the City of Baldwin Park Police Department. Construction of the project would not be phased and would occur as one event. It is anticipated that construction would be completed and the development occupied by the end of 2017. In addition, as mentioned above, the project would involve an Amendment to the General Plan and Zone Change to change the e)dsting land use designations and zoning classifications of five additional parcels in the surrounding area; refer to Table 1-1 ExistingtELoposed Zoning and General Pian Land Use, below, which identifies the e)dsting and proposed land use designations and zoning classifications for all parcels affected by the proposed project. As stated above, no physical development on these five parcels would occur with the project, and conditions on these properties would remain the same as under current conditions. These five parcels are not part of the Pacific Villas Specific Plan prepared for the Pacific Villas project. August 2016 Page 6 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 2.0 Project Description Table 1.1 Exisiin ]Proposed Zoning and General Plan Land Use Assessor Parcel ' Proposed Existing General Plan `` Proposed General' Number :.:. Existing Zoning Zoning Land Use Plan Land Use Proposed Development Area 8438-015-037 Residential Garden (RG)/ High -Density Garden Multi -Family Multi -Family Plan / Des!' n Review Planned Development Residential R-3) (8.8-12 du/ac) Residential 8438-015-043 Residential Garden (RG)1 High -Density Garden Multi -Family Mufti -Family �__Storrnwater Pollution Prevention Plan Planned Development Residential R-3 8.8-12 dulac Residential 8438-015-047 Residential Garden (RG)/ High -Density Garden Multi -f=amily Multi -Family Planned Development Residential R-0 8.8-12 du/ac Residential 8438-015-059 Residential Garden (RG)l High -Density Garden Multi-Famify Multi-Farnll Planned Development Residential R-3 8.8-12 dulac Residential Additional Parcels Affected by Proposed Pro' 8438-015-065 Residential Garden (RG)1 High -Density Garden Multi -Family Multi -Family thrpugh -103 Planned Development Residential R-3 8.8-12 dulac Residential 8438-015-060 Mixed -Use 2 (MU -2) High -Density Residential (R-3 Mixed -Use Multifamily Residential 8438-015-061 Muted -Use 2 (MU -2) High -Density Residential R-3 Mixed -Use Multi -Family Residential 8438-013-062 Mixed -Use 2 (MU -2) High -Density Residential R-3 Mixed -Use Multi -Family Residential 8438-015-105 Mixed -Use 2 (MU -2) High -Density Residential R-0 Mixed -Use Multi -Family Residential 2.5 AGREEMENTS, PERMITS, AND APPROVALS Table 1-2. Agreements. Permits, and Approvals, identifies the anticipated agreements, permits, and approvals needed to allow for implementation of the project as proposed- The agency responsible for granting the action is also identified. Table 1.2 Agreements, Permits, and Approvals "A reements; Perm and iavals 9 14 APp Grarn en 9', �Y IS/MND Approval City of Baldwin Park S ecific Plan SP 16-01)_City of Baldwin Park Zone Change Z-555 Cfty of Baldwin Park General Plan Amendment AGP-118 City of Baldwin Park Tentative Tract Map No. 73354 City of Baldwin Park Plan / Des!' n Review City of Baldwin Park Covenants, Conditions 8 Restrictions City of Baldwin Park Grading Permit City of Baldwin Park Building Permits City of Baldwin Park Air Quality Permit South Coast Air Quality Management District �__Storrnwater Pollution Prevention Plan State Water Resources Control Board City of Baldwin Park Page 7 August 2016 TTM No. 73354 Section 2.0 Project Description Initial Study/Mitigated Negative Declaration PAGE INTENTIONALLY LEFT BLANK August 2016 Page 8 City of Ballwin Park !4 7■ 4 741 r` � r L _ b 1. 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Pacific Ave. Baldwin Park, California 91.706 Contact Person and Phone Number: Amy Harbin, City Planner (626) 960-4011 ext. 475 Project Location: Refer to Section 2.1, Project Location & Setting, above. General Plan Designation: Garden Multi -Family (8.8-12 DUJAC) and Mixed -Use (MU) Zoning Classification: Residential Garden (RG) and Mixed -Use 2 (MU -2) Descri tion of the Project: Describe the whole action involved including but not limited to later phases of the project, and any secondary, siupyort or off-site features necessary for its implementation.) Refer to Section 2.4, Project Characteristics, above. Surrounding Land Uses and Setting_ Refer to Section 2.1, Project Location & Setting, above. City of Baldwin Park Page 29 August 2016 TTM No. 73354 Section 3.0 Initial Study Checklist Initial Study/Mitigated Negative Declaration 3.2 ENVIRONMENTAL FACTORS POTENTIALLYAFFECTED 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. The analysis found that with implementation of mitigation measures, all of these potentially significant impacts would be reduced to a less than significant level. 0 Aesthetics ❑ Agriculture Resources Q Air Quality 2 Biological Resources 11 Cultural Resources ❑ Geology/Soils ❑ Greenhouse Gas 11 Hydrology/Water Land Use/Planning Emissions Quality El Mineral Resources m Noise Population/Housing El Public Services ❑ Recreation TransportationjTraffic ❑ Utilities/Service B Mandatory Findings of Significance Systems 3.3 EVALUATION OF ENVIRONMENTAL IMPACTS This section analyzes the potential environmental impacts associated with the proposed project. The issue areas evaluated in this Initial Study include: ■ Aesthetics ■ Land Use and Planning ■ Agriculture Resources ■ Mineral Resources ■ Air Quality and Global Warming ■ Noise ■ Biological Resources ■ Population and Housing ■ Cultural Resources ■ Public Services ■ Geology and Soils ■ Recreation ■ Greenhouse Gas Emissions ■ Transportation/Traffic Hazards and Hazardous Materials ■ Utilities and Service Systems ■ Hydrology and Water Quality * Mandatory Findings of Significance The environmental analysis in this Section is patterned after the Initial Study Checklist recommended by the City's CEQA Guidelines and used by the City in its environmental review process. For the preliminary environmental assessment undertaken as part of this Initial Study's preparation, a determination that there is a potential for significant effects indicates the need to more fully analyze the project impacts and to identify mitigation. For the evaluation of potential impacts, the questions in the Initial Study Checklist are stated and an answer is provided according to the analysis undertaken as part of the Initial Study. The August 2016 Page 30 City of Baldwin Parts TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 3.0 Initial Study Checklist analysis considers the long-term, direct, indirect, and cumulative impacts of the proposed project. To each question, the following are the four possible responses: ■ No Impact. The project would not have any measurable environmental impact on the environment. ■ Less Than Significant Impact. The project would have the potential for impacting the environment, although this impact will be below established thresholds that are considered to be significant. ■ Less Than Significant With Mitigation Incorporated. The project would have the potential to generate impacts which may be considered as a significant effect on the environment, although mitigation measures or changes to the project's physical or operational characteristics can reduce these impacts to levels that are less than significant. ■ Potentially Significant Impact. The project would have impacts that are considered significant, and additional mitigation measures cannot reduce these impacts to less than significant levels. Where potential impacts are anticipated to be significant, mitigation measures are required so that impacts may be avoided or reduced to the extent feasible. City of Baldwin Park Page 31 August 2016 TTM No. 73354 Section 3_0 Initial Study Checklist Initial Study/Mitigated Negative Declaration PAGE INTENTIONALLY LEFT BLANK August 2016 Page 32 City of Baldwin Park Section 4.0 Environmental Analysis This section analyzes the potential environmental impacts that may result from the proposed project. For the evaluation of potential impacts, the questions in the Initial. Study Checklist (Section 3) are stated and answers are provided according to the analysis undertaken as part of the Initial Study. The analysis considers the project's short-term impacts (construction related), and long-term impacts (operational related). 4.1 AESTHETICS c) Substantially degrade the existing visual character or quality of the site and ❑ ❑ u ❑ its surroundings? d) Create a new source of substantial light or glare which would adversely ❑ ❑ ❑ affect day or nighttime views in the area? Would the Project: a) Have a substantial adverse effect on a scenic vista? Determination: No Impact A scenic vista is generally defined as a view of undisturbed natural lands exhibiting a unique or unusual feature that comprises an important or dominant portion of the viewshed. Scenic vistas may also be represented by a particular distant view that provides visual relief from less attractive views of nearby features. Other designated federal and State lands, as well as local open space or recreational areas, may also offer scenic vistas if they represent a valued aesthetic view within the surrounding landscape. The City's 2020 General Plan does not identify any scenic vistas or other scenic resources in the City of Baldwin Park. City of Baldwin Park Page 33 August 2016 Less Than Significant Potentially with Less Than Significant Mitigation Significant Impact Incorporation Impact No Impact AESTHETICS — Would the project. a) Have a substantial adverse effect on a ❑ Q scenic vista? b) Substantially damage scenic resources, including, but not limited to, ❑ ❑ ❑ trees, rock outcroppings, and historic buildings within a state scenic highway? c) Substantially degrade the existing visual character or quality of the site and ❑ ❑ u ❑ its surroundings? d) Create a new source of substantial light or glare which would adversely ❑ ❑ ❑ affect day or nighttime views in the area? Would the Project: a) Have a substantial adverse effect on a scenic vista? Determination: No Impact A scenic vista is generally defined as a view of undisturbed natural lands exhibiting a unique or unusual feature that comprises an important or dominant portion of the viewshed. Scenic vistas may also be represented by a particular distant view that provides visual relief from less attractive views of nearby features. Other designated federal and State lands, as well as local open space or recreational areas, may also offer scenic vistas if they represent a valued aesthetic view within the surrounding landscape. The City's 2020 General Plan does not identify any scenic vistas or other scenic resources in the City of Baldwin Park. City of Baldwin Park Page 33 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration The project would be constructed on Iand that has been highly disturbed. The project site is generally surrounded by existing urban development that includes residential and commercial uses, and the proposed development would not visually conflict with such uses. Additionally, the proposed project would not result in the removal of open space, recreational areas, or other undeveloped lands of scenic value. In certain locations within the project vicinity, there are occasional distant mountain views. The mountains are sporadically visible, but it would depend on the location of the viewer within the community. Not all of the surrounding community have mountain views because of existing development, mature trees, and climate conditions that hinder views. It is not anticipated that the project would adversely interfere with such existing views. The project would be subject to the City's discretionary review process which will ensure that potential aesthetic effects of new development are minimized to the extent feasible and that development occurs consistent with that intended by the Pacific Villas Specific Plan. As such, the project would not have a substantial adverse effect on a scenic vista. No impact would occur. b) Substantially damage scenic resources, including, but not Iimited to, trees, rock outcroppings, and historic buildings within a state scenic highway? Determination: Less Than Significant Impact The California Department of Transportation (Caltrans) implements its California Scemc Highway program, designating those highways of high scenic value as State Scenic Highways. Two such highways are located within the vicinity of the City of Baldwin Park.1 State Route 39 (SR 39) generally runs north -south approximately 2.5 miles to the east/northeast of the project site at its nearest distance. The road traverses a portion of the valley floor, then extends through the Angeles National Forest located to the north of the City. The road is identified by Caltrans as an Eligible State Scenic Highway, however, the roadway is not officially designated as such at this time. Further, the flat topography of the valley floor would obstruct views of the project site from this roadway. Although glimpses of the project site may occur from the road as it ascends/descends the mountains, the topography of the mountains would largely obscure views of the site as one travels along the road. Therefore, it is not anticipated that existing views would be affected with project implementation. State Route 2 (SR 2) is an officially designated State Scenic Highway. State Route 2 generally runs east -west from its intersection with Intestate 210 and traverses the Angeles National Forest to the north of the City. At its closest point, the road is distanced approximately 13.8 miles to the north of the project site. Due to topography of the mountains, combined with distance from the site, the project would not be visible from this roadway, and therefore, existing views would not be affected. It should also be noted that the project site is surrounded by developed lands, and no expansive open space or undeveloped/preserve Iands occur within proximity to the site. Additionally, the project proposes residential development similar to that on adjacent lands, 1 California Department of Transportation - Scenic Highway Routes (Los Angeles County), tLttp:/Avww.dotea.gov/hglLandArdV16 livabllft(scenic highways/index.htm. Accessed March 10, 2016. August 2016 Page 34 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis and therefore, would visually blend in with existing development, thereby reducing its visibility within the landscape from offsite public viewing locations. As applicable, the project would be required to comply the City's Tree Preservation Ordinance, and any tree removal or trimming would be required to comply with the City's Tree Preservation Ordinance 1336. Further, project landscaping plans would be reviewed and approved by the City of Baldwin Park to ensure that adequate landscaping is provided for purposes of screening and for visual enhancement. No rock outcroppings or historic buildings or other scenic resources are present on the main project site or the other five affected parcels. Therefore, no impacts to such resources would occur with project implementation. As such, the project would not substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings within a state scenic highway. Impacts would be less than significant. c) Substantially degrade the existing visual character or quality of the site and its surroundings? Determination: Less than Significant Impact No development is proposed on the five identified parcels that are part of the overall project, and therefore, no change in the existing visual character or quality of these lands would occur. The project is considered an infill project, as the site is located within a highly -urbanized area of the City. All lands adjacent to the site are presently developed, and no open space or preserve lands are located within the project vicinity. The proposed residential units will be constructed in accordance with applicable City design regulations and will be subject to City review, prior to approval and construction. Development standards for the project site are established in the Pacific Villas Specific Plan and have been incorporated into the design of the project to ensure that the development is compatible with the character of the surrounding neighborhood with regard to building height, size, materials, architectural design, and other characteristics. All future development resulting with the project would be subject to the City's discretionary review process to ensure that the project remains in compliance with the overall design intended by the Specific Plan. With such measures, the project would not substantially degrade the existing visual character or quality of the site or its surrounding. Project impacts would be less than significant. d) Create a new source of substantial light or glare which would adversely affect day or nighttime views in the area? Determination: Less than Significant Impact The proposed project would provide new lighting sources on the main project site as a result of exterior lighting to ensure public safety, safe vehicular and pedestrian circulation, and for security purposes. Headlights from project -generated vehicles traveling along onsite or area roadways would also generate a new source of light. Windows on the residential units may also allow for light trespass and/or glare effects during various daytime conditions, or add lighting during nighttime conditions. The lighting or glare intensity caused by the proposed development would be similar to that which occurs in the project area, as produced by the existing residential and commercial structures near the site. Furthermore, future project City of Baldwin Park Page 35 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration development would be required to comply with the City's Municipal Code regulations regarding exterior lighting, security lighting, and shielded lighting, which would minimize lighting/glare impacts. Additionally, the development would be required to comply with all lighting design requirements as identified in the Pacific Villas Specific Plan to ensure that lighting and architectural fenestration is consistent with that intended for the site. With such measures, implementation of the proposed project would not create a new source of substantial light or glare and would therefore result in a less than significant impact. 4.2 AGRICULTURE RESOURCES AGRICULTURE RESOURCES: In determining whether impacts to agricultural resources are significant environmental effects, lead agencies may refer to the California Agricultural Land Evaluation and Site Assessment Model (1997) prepared by the California Dept. Less Than of Conservation as an optional model to Significant use in assessing impacts on agriculture Potentially with Less Than Significant Mitigation Significant and farmland. Would the project: Impact Incorporation impact No impact a) Convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance (Farmland), as shown on the Q 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 ❑ ❑ ❑ Q 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? August 2096 Page 36 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis AGRICULTURE RESOURCES: In determining whether impacts to agricultural resources are significant environmental effects, lead agencies may refer to the California Agricultural Land Evaluation and Site Assessment Model (1997) prepared by the California Dept. of Conservation as an optional model to use in assessing impacts on agriculture significant Siginifiicant and farmland. Would the project: Impact 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? Less Tiwn Significant with Less Than Mitigation Significant incorporation impact No Impact ❑ ❑ R1 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 Dept. 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 effect, lead agencies may refer to information complied 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, the forest carbon measurement methodology provided in the 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? Determination: No Impact The California Department of Conservation Farmland Mapping and Monitoring Program (FMRP), established in 1982, produces maps and statistical data used for analyzing impacts to California's agricultural resources. Agricultural land is rated according to soil quality and irrigation status, with the best quality land called Prime Farmland. Maps are updated every two years, with current land use information gathered from aerial photographs, a computer mapping system, public review, and field reconnaissance. The minimum mapping unit is 10 acres. Prime Farmlands, Farmlands of Statewide Importance, and Unique Farmlands are referenced in the CEQA Guidelines, Appendix G, as resources to consider in an evaluation of agricultural impacts. The City of Baldwin Park does not contain any land designated as Prime Farmland, Unique Farmland, or Farmland of Statewide Importance per maps prepared by the California City of Baldwin Park Page 37 August 2096 TTM No. 73364 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration Department of Conservation, Division of Land Resource Protection.2 According to the City of Baldwin Park 2020 General Plan, the main project site and the other affected parcels have a land use designation of Garden Multi-Farrdly and Mixed -Use, and are therefore, are not intended for agricultural use. Additionally, the affected parcels are zoned RG and MU -2 and are therefore not zoned for or intended for agricultural use. Therefore, the proposed project would have no impact related to the conversion of agricultural land zoned by the City of Baldwin Park or designated by the Farmland Mapping and Monitoring Program to non-agricultural uses. No impact would occur. b) Conflict with existing zoning for agricultural use, or a Williamson Act contract? Determination: No Impact The four parcels comprising the main project site have an existing General Plan land use designation of Garden Multi -Family Residential (8.8-12 du/ac) and are zoned Residential Garden (RG)/Planned Development; the five additional parcels have a land use designation of Garden Multi -Family Residential (8.8-12 du/ac) and Mixed -Use and are zoned Residential Garden (RG)/Planned Development (PD) and Mixed -Use 2 (MU -2). Therefore, such lands are not designated as or intended for agricultural use purposes. As such, the site is not zoned to accommodate agricultural uses, and the development of the proposed project would not conflict with any agricultural zoning. The Williamson Act requires a minimum of 1.00 acres for the establishment of an agricultural preserve. The main project site, which consists of 3.2 acres, is far below the minimum requirements, as defined within the Act. Due to the small size and disturbed nature of the project site, as well as existing (and proposed) zoning, no impacts with regard to agricultural zoning or conflict with a Williamson Act contract would occur. c) Conflict with existing zoning for, or cause rezoning of, forest rand (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))? Determination: No Impact The City of Baldwin Park has no designated forest land or timberland within its boundaries. The project site and associated parcels are not zoned for Timberland Production, nor are the affected parcels located within proximity to any lands zoned as forest land. The land area affected by the proposed project is located within an urbanized area of the City and does not support forest land or timberland resources or operations. Therefore, no impact will occur from project implementation with regard to conflict with existing zoning for, or cause rezoning of, forest land or timberland. d) Result in the loss of forest land or conversion of forest Iand to non forest use? Determination: No Impact Refer to Response 2c), above. The proposed project area does not include any lands designated as forest land and proposes a rezone of the current Residential Garden (RG) and 2 California Department of Conservation. Farmland Mapping and Monitoring Program. Los Angeles County Important Farmland 2012. httr):/lwww.conservation.ca.aov/dlrylfmmn/Paaes/L.osAngeles.asnx. Accessed March 8, 2016. August 2016 Page 38 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis Mixed -Use (MU -2) zoned parcels to High -Density Residential (R-3). Therefore, the project would have no impact with regard to the potential loss 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? Determination: No Impact Refer to the responses above. The proposed Project would not result in the conversion of Farmland to any non-agricultural use. No impact would occur as a result of the proposed project. 4.3 AIR QUALITY AIR QUALITY — Where available, the significance criteria established by the applicable air quality management or air Less Than pollution control district may be relied significant upon to make the following Potentially with Less Than Significant Mitigation Significant determinations. Would the pro)ect: Impact Incoirporation Impact No Impact a) Conflict with or obstruct implementation of the applicable air ❑ ❑ Q ❑ quality plan? b) Violate any air quality standard or contribute substantially to an existing or ❑ Q ❑ ❑ 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 ❑ ❑ Q ❑ ambient air quality standard (including releasing emissions which exceed quantitative thresholds for ozone precursors)? d) Expose sensitive receptors to Q substantial pollutant concentrations? e) Create objectionable odors affecting a ❑ ❑ Q ❑ substantial number of people? City of Baldwin Park Page 39 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration Would the Project a) Conflict with or obstruct implementation of the applicable air quality plan? Determination: Less Than Significant Impact The proposed project is located within the South Coast Air Basin (Basin), which is governed by the SCAQMD. On December 7, 2012, the SCAQMD Governing Board approved the 2012 Air Quality Management Plan (2012 AQMP), which outlines its strategies for meeting the National Ambient Air Quality Standards (NAAQS) for fine particulate matter (PM2s) and ozone (03). According to the SCAQNiD's 2012 AQMP, two main criteria must be addressed. CRITERION 1: With respect to the first criterion, SCAQMD methodologies require that an air quality analysis for a project include forecasts of project emissions in relation to contributing to air quality violations and delay of attainment. a) Would the project result in an increase in the frequency or severity of existing air quality violations? Since the consistency criteria identified under the first criterion pertain to pollutant concentrations, rather than to total regional emissions, an analysis of a project's pollutant emissions relative to localized pollutant concentrations is used as the basis for evaluating project consistency. As discussed in Impact Statement 4.3(d), below, localized concentrations of carbon monoxide (CO), nitrogen oxides (NOx), and fugitive dust (PMio and PNlz.$) would be less than significant during project operations. Therefore, the proposed project would not result in an increase in the frequency or severity of existing air quality violations. Because reactive organic gases (ROGs) are not a criteria pollutant, there is no ambient standard or localized threshold for ROGs. Due to the role ROG plays in ozone formation, it is classified as a precursor pollutant and only a regional emissions threshold has been established. b) Would the project cause or contribute to new air quality violations? As discussed in Impact Statement 4.3(b), operations of the proposed project would result in emissions that would be below the SCAQMD operational thresholds. Therefore, the proposed project would not have the potential to cause or affect a violation of the ambient air quality standards. c) Would the project delay timely attainment of air quality standards or the interim emissions reductions specified in the AQMP? The proposed project would result in less than significant impacts with regard to localized concentrations during project operations. As such, the proposed project would not delay the timely attainment of air quality standards or 2012 AQMP emissions reductions. August 2016 page 40 City of Baldwin park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis CRITERION 2: With respect to the second criterion for determining consistency with SCAQMD and Southern California Association of Government's (SLAG) air quality policies, it is important to recognize that air duality planning within the Basin focuses on attainment of ambient air quality standards at the earliest feasible date. Projections for achieving air quality goals are based on assumptions regarding population, housing, and growth trends. Thus, the SCAQMD's second criterion for determining project consistency focuses on whether or not the proposed project exceeds the assumptions utilized in preparing the forecasts presented in the 2012 AQMP. Determining whether or not a project exceeds the assumptions reflected in the 2012 AQMP involves the evaluation of the three criteria outlined below. The following discussion provides an analysis of each of these criteria. a) Would the project be consistent with the population, housing, and employment growth projections utilized in the preparation of the AQMP? in the case of the 2012 AQMP, three sources of data form the basis for the projections of air pollutant emissions: the City's General Plan, SCAG's Growth Management Chapter of the Regional Comprehensive Plan (RCP), and SCAG's 2012-2035 Regional Transportation Plan/Sustainable Communities Strategy (RTP/SCS). The RTP/SCS also provides socioeconomic forecast projections of regional population growth. The project site is designated as Garden Multi -Family Residential, which allows for a maximum of 12 units per acre. The proposed project requires a General Plan Amendment to change the existing land use designation for the project site from Garden Multi -Family Residential and Mixed -Use to Multi -Family Residential, and a zone change from Residential Garden (RG)/Planned Development to High -Density Residential (R-3, 12.1 to 20 units per acre). In addition, the project would require a zone change from Mixed -Use 2 (MU -2) to R-3, and RG to R-3 at adjoining off --site properties. It should be noted that these parcels do not anticipate any change from existing conditions or uses. As of January 2016, the average number of persons per household in the City of Baldwin Park is 4.46 persons per household .3 Based on an estimate of 4.46 persons per unit, the 47 net dwelling units proposed by the project could generate an increase in the City's population of approximately 210 persons. The potential population growth associated with the project would represent approximately 0.28 percent of the City's current population of 74,738 persons 4 SCAG's growth forecasts estimate the City's population to reach 82,200 persons by 2035, representing an increase of 7,462 persons between 2015 and 2035.5 The project's total population generation (210 persons) represents approximately 0.25 percent of the 2035 population anticipated for the City. 3 California Department of Finance, Table 2: E-5 Population and Housing Estimates for Cities, Counties, and the state, 2011- 2016, With 2010 Census Benchmark (updated January 1, 2016). http:llwww.dof.ca.gov/Forecasting/Demographics]Edmates/E-51. Accessed July 19, 2016. 4 Ibid. 5 southern Califomia Association of Governments, 2012 Adopted Growth Forecast, http:llwww.scag.ca.govlforecastl, accessed March S, 2016. City of Baldwin Park Page 41 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration Thus, although the proposed project would increase the density and persons (210) at the project site, the proposed project would not result in growth significantly exceeding existing local conditions (only a 0.28 percent increase) and/or regional population projections (only 0.28 percent of the total projected population of the City). Therefore, the proposed project would be considered consistent with the overall type, intensity, and pattern of land use envisioned for the site vicinity in the RCP. b) Would the project implement all feasible air quality mitigation measures? Compliance with all feasible emission reduction measures identified by the SCAQMD would be required as identified in Impact Statements 4.3(b). As such, the proposed project would meet this 2012 AQMP consistency criterion. c) Would the project be consistent with the land use planning strategies set forth in the AQMP? The proposed project would serve to implement various City and SCAG policies. The proposed project is located within a developed portion of the City, and is considered to be an infill development in the vicinity of a mix of residential uses. In conclusion, the determination of 2012 AQMP consistency is primarily concerned with the long-term influence of a project on air quality in the Basin. The proposed project would not result in a long-term impact on the region`s ability to meet State and federal air quality standards. Also, the proposed project would be consistent with the goals and policies of the AQMP for control of fugitive dust. As discussed above, the proposed project would also be consistent with SCAQMD and SCAG's goals and policies and is considered consistent with the 2012 AQMP. Impacts would be less than significant. b) Violate any air quality standard or contribute substantially to an existing or projected air quality violation? Determination: Less Than Significant Impact With Mitigation Incorporated SHORT-TERM CONSTRUCTION EMISSIONS The project involves construction activities associated with grading, paving, construction, and architectural coating applications. The project would be constructed over approximately two years, beginning in September 2016. Approximately 2,400 cubic yards of balanced cut and fill would be moved throughout the project site during grading activities. Exhaust emission factors for typical diesel -powered heavy equipment are based on the California Emissions Estimator Model (CalEEMod) program defaults. Variables factored into estimating the total construction emissions include the level of activity, length of construction period, number of pieces and types of equipment in use, site characteristics, weather conditions, number of construction personnel, and the amount of materials to be transported on- or off-site. The analysis of daily construction emissions has been prepared utilizing CaIEEMod. Refer to Appendix B, Air Duali_tulGreenhouse Gas Datafor the CaIEEMod outputs and results. able 4.3- I Construction Related Emissions presents the anticipated daily short --term construction emissions. August 2016 Page 42 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis Table 4.3-1 Construction Related Emissions Emissions Sdurce :;: Pollutant poundsldA RQG .. . `' NQx ." ; CO 5.02:.' . PMto PMss` 2016 Unmitigated Emissions 3.99 42.50 30.20 0.04 8.86 5.52 Mitigated Emissions2,3 3.99 42.50 30.20 0.04 4.96 3.42 SCAQMD Thresholds 75 100 550 150 150 55 is Threshold Exceeded Alter Mitigation? No No No Na No No 2017 Unmitigated Emissions 2.60 26.05 17.97 0.03 1.69 1.41 Mitigated Emissions2.3 2.60 26.05 17.97 0.03 1.69 1.41 SCAQMD Thresholds 75 100 550 150 150 55 1s Threshold Exceeded After Mitigation? No No No No Na No 2018 Unmitigated Emissions 10.19 22.14 17.48 0.03 1.46 1.20 Mitigated EmissionsZ3 10.99 22.14 17.48 0.03 1.46 1.20 SCAQMD Thresholds 75 100 550 150 150 55 Is Threshold Exceeded After Mifigadon? No No No No No No Notes: 1. Emissions were calculated using CaIEEMod, as recommended by the SCAQMD. 2. The reductioNcredits for canstruction emission mitigations are based on mitigation included in CaEEMod and as typically required by the SCAQMD through Rule 403. The mitigation Includes the following: property maintain mobile and other construction equipment; replace ground cover in disturbed areas quiddy; water exposed surfaces three times daily; cover stock piles with tarps; water all haul roads twice daily; and limit speeds an unpaved roads to 15 miles per hour. 3. Refer to A wn& B, Air Quallh+/Ginhouse Gas Data, for assumptions used in this analysis. Fugitive Dust Emissions Construction activities are a source of fugitive dust emissions that may have a substantial, temporary impact on local air quality. In addition, fugitive dust may be a nuisance to those living and worldng in the project area. Fugitive dust emissions are associated with land clearing, ground excavation, cut -and -fill, and truck travel on unpaved roadways (including demolition as well as construction activities). Fugitive dust emissions vary substantially from day to day, depending on the level of activity, specific operations, and weather conditions. Fugitive dust from grading, excavation and construction is expected to be short -terra and would cease upon project completion. Additionally, most of this material is inert silicates, rather than the complex organic particulates :released from combustion sources, which are more harmful to health Dust (larger than. 10 microns) generated by such activities usually becomes more of a local nuisance than a serious health problem. Of particular health concern is the amount of PMia (particulate matter smaller than 10 microns) generated as a part of fugitive dust emissions. PMio poses a serious health hazard alone or in combination with other pollutants. Fine Particulate Matter (PM2.5) is mostly produced by mechanical processes. These include City of Baldwin Park Page 43 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration automobile tire wear, industrial processes such as cutting and grinding, and re -suspension of particles from the ground or road surfaces by wind and human activities such as construction or agriculture. PMzs is mostly derived from combustion sources, such as automobiles, trucks, and other vehicle exhaust, as well as from stationary sources. These particles are either directly emitted or are formed in the atmosphere from the combustion of gases such as NOx and sulfur oxides (SOx) combining with ammonia. PMas components from material in the earth's crust, such as dust, are also present, with the amount varying in different locations. Mitigation Measure AQ -1 would implement dust control techniques (i.e., daily watering), limitations on construction hours, and adherence to SCAQMD Rules 402 and 403 (which require watering of inactive and perimeter areas, track out requirements, etc.), to reduce PMio and PM2.s concentrations. It should be noted that these reductions were applied in CalEEMod. The recommended mitigation measures would be required to ensure compliance with SCAQMD Rules and Regulations, which would be verified and enforced through the City's development review process_ As depicted in Table 4.3-1, total PM10 and PMzs emissions would not exceed the SCAQMD thresholds during construction. Thus, construction air quality impacts would be less than significant. Construction Equipment and Worker Vehicle Exhaust Exhaust emissions from construction activities include emissions associated with the transport of machinery and supplies to and from the project site, emissions produced onsite as the equipment is used, and emissions from trucks transporting materials to/from the site. As presented in Table 4.3-1, construction equipment and worker vehicle exhaust emissions would be below the established SCAQMD thresholds. Therefore, air quality impacts from equipment and vehicle exhaust emission would be less than significant. ROG Emissions In addition to gaseous and particulate emissions, the application of asphalt and surface coatings creates ROG emissions, which are 03 precursors. As required, all architectural coatings for the proposed project structures would comply with SCAQMD Regulation )Q, Rule 1113 —Architectural Coating6. Rule 1113 provides specifications on painting practices as well as regulates the ROG content of paint. ROG emissions associated with the proposed project would be less than significant, refer to Table 4.3-1. Asbestos Asbestos is a term used for several types of naturally occurring fibrous minerals that are a human health hazard when airborne. The most common type of asbestos is chrysotile, but other types such as tremolite and actinolite are also found in California. Asbestos is classified as a known human carcinogen by state, federal, and international agencies and was identified as a toxic air contaminant by the California Air Resources Board (CARB) in 1986. 6 South Coast Air Quality Management District, http:)hvww.agmd.gov/docs/default-sourcelrule-booktmg-xVrl 113.pdf. August 2016 Page 44 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis Asbestos can be released from serpentinite and ultramafic rocks when the rock is broken or crushed. At the point of release, the asbestos fibers may become airborne, causing air quality and human health hazards. These rocks have been commonly used for unpaved gravel roads, landscaping, fill projects, and other improvement projects in some localities. Asbestos may be released to the atmosphere due to vehicular traffic on unpaved roads, during grading for development projects, and at quarry operations. All of these activities may have the effect of releasing potentially harmful asbestos into the air. Natural weathering and erosion processes can act on asbestos bearing rock and make it easier for asbestos fibers to become airborne if such rock is disturbed. According to the Department of Conservation Division of Mines and Geology, A General Location Guide for Ultramafic Rocks in California —Areas More Likely to Contain Naturally Occurring Asbestos Report (August 2000), serpentinite and ultramafic rocks are not known to occur within the project area. Thus, there would be no impact in this regard. Total Daily Construction Emissions In accordance with the SCAQMD Guidelines, CaIEEMod was utilized to model construction emissions for ROG, NOx, CO, SOx, PMio, and PMz.5. CaIEEMod allows the user to input mitigation measures such as watering the construction area to limit fugitive dust. Mitigation measures that were input into CaIEEMod allow for certain reduction credits and result in a decrease of pollutant emissions. Reduction credits are based upon studies developed by CARB, SCAQMD, and other air quality management districts throughout California, and were programmed within CalEEMod. Table 4.3-1 also provides the reduction associated with recommended mitigation measures calculated by CaIEEMod. As indicated in Table 4.3-1, impacts would be less than significant for all criteria pollutants during construction. Implementation of standard SCAQMD measures (required by Mitigation Measure AQ -1) would further reduce these emissions. Thus, construction related air emissions would be less than significant. LONG-TERM EMISSIONS Mobile Source Emissions Mobile sources are emissions from motor vehicles, including tailpipe and evaporative emissions. Depending upon the pollutant being discussed, the potential air quality impact may be of either regional or local concern. For example, ROG, NOx, SOx, PMso, and PMss are all pollutants of regional concern (NOx and ROG react with sunlight to form 03 1photochemical smog], and wind currents readily transport SOx, PMio, and PMzs). However, CO tends to be a localized pollutant, dispersing rapidly at the source. According to the Traffic Impact Analysis prepared by TJW Engineering, Inc. (dated May 7, 2015), the proposed project would generate approximately 447 daily trips. Table 4.3-2 Lon - TermQperrationEal Air Emissionspresents the anticipated mobile source emissions. As shown in Table 4.3-2, unmitigated emissions generated by vehicle traffic associated with the proposed project would not exceed established SCAQMD thresholds. Impacts from mobile source air emissions would be less than significant. City of Baldwin Park Page 45 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration Area Source Emissions Area source emissions would be generated from consumer products, architectural coating, hearths, and landscaping. As shown in I e 4.3-2 area source emissions from the proposed project would not exceed SCAQMD thresholds for ROG, NOx, CO, SOX, Mo, ar PM25. Table 4.3.2 I_onq-Term Operational Air Emissions Energy Source Emissions Energy source emissions would be generated as a result of electricity and natural gas (non - hearth) usage associated with the proposed project The primary use of electricity and natural gas by the project would be for space heating and cooling, water heating, ventilation, lighting, appliances, and electronics. As shown in Table -4.3-2 energy source emissions from the proposed project would not exceed SCAQMD thresholds for ROG, NOx, CO, SOx, PMia, or PM2s. Total Operational Emissions As indicated in Table 4.3-2 unmitigated operational emissions from the proposed project would not exceed SCAQMD thresholds. Thus, operational air quality impacts would be less than significant. MITIGATION MEASURES: AQ -1 Prior to issuance of any Grading Permit, the City Engineer shall confirm that the Grading Plan and specifications stipulate that, in compliance with SCAQMD Rule 403, excessive fugitive dust emissions shall be controlled by regular watering or other dust prevention measures, as specified in the SCAQMD's Rules and Regulations. In addition, SCAQMD Rule 402 requires implementation of dust suppression techniques to prevent fugitive dust from creating a nuisance off-site. Implementation of the following measures would reduce short-term fugitive dust impacts on nearby sensitive receptors: ■ All active portions of the construction site shall be watered during daily construction activities and when dust is observed migrating from the August 2016 Page 46 City of Baldwin Park Polltttint oundeda Emissions Source ROG Nor .: co ' Sox " PM. - ' PMzs Mobile Emissions 1.80 3.34 20.43 0.05 3.51 1.00 Area Source Emissions 14.29 0.36 27.54 0.04 3.61 3.61 Energy Emissions 0.04 0.35 0.15 0.00 0.03 0.03 Total Emissions 17.77 7.27 54.95 0.10 1.77 a03 SG4QMD Threshold 55 55 350 150 150 55 Is Threshold Exceeded -2 No No No No No No (Significant Impact?) Notes: t. Based on CaIEEMod modeling results, worst ase seasonal emissions for area and mobile emissions have been modeled. 2. Refer to Aggq& g &Qua1wQvanhoyw Gas 00 for assumptions used in this analysis. Energy Source Emissions Energy source emissions would be generated as a result of electricity and natural gas (non - hearth) usage associated with the proposed project The primary use of electricity and natural gas by the project would be for space heating and cooling, water heating, ventilation, lighting, appliances, and electronics. As shown in Table -4.3-2 energy source emissions from the proposed project would not exceed SCAQMD thresholds for ROG, NOx, CO, SOx, PMia, or PM2s. Total Operational Emissions As indicated in Table 4.3-2 unmitigated operational emissions from the proposed project would not exceed SCAQMD thresholds. Thus, operational air quality impacts would be less than significant. MITIGATION MEASURES: AQ -1 Prior to issuance of any Grading Permit, the City Engineer shall confirm that the Grading Plan and specifications stipulate that, in compliance with SCAQMD Rule 403, excessive fugitive dust emissions shall be controlled by regular watering or other dust prevention measures, as specified in the SCAQMD's Rules and Regulations. In addition, SCAQMD Rule 402 requires implementation of dust suppression techniques to prevent fugitive dust from creating a nuisance off-site. Implementation of the following measures would reduce short-term fugitive dust impacts on nearby sensitive receptors: ■ All active portions of the construction site shall be watered during daily construction activities and when dust is observed migrating from the August 2016 Page 46 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis project site to prevent excessive amounts of dust. The applicant shall submit a watering plan to control fugitive dust; ■ Pave or apply water every three hours during daily construction activities or apply non-toxic soil stabilizers on all unpaved access roads, parking areas, and staging areas. More frequent watering shall occur if dust is observed migrating from the site during site disturbance; ■ Any on-site stockpiles of debris, dirt, or other dusty material shall be enclosed, covered, or watered twice daily, or non-toxic soil binders shall be applied; ■ All grading and excavation operations shall be suspended when wind speeds exceed 25 miles per hour; • Disturbed areas shall be replaced with ground cover or paved immediately after construction is completed in the affected area; ■ Track -out devices such as gravel bed track -out aprons (3 inches deep, 25 feet long, 12 feet wide per Iane and edged by rock berm or row of stakes) shall be installed to reduce mud/dirt trackout from unpaved truck exit routes. Alternatively, a wheel washer shall be used at truck exit routes; ■ On-site vehicle speed shall be limited to 15 miles per hour; • All material transported off-site shall be either sufficiently watered or securely covered to prevent excessive amounts of dust prior to departing the job site; and ■ Trucks associated with soil -hauling activities shall avoid residential streets and utilize City -designated truck routes to the extent feasible. 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)? Determination: Less Than Significant Impact With respect to the proposed project's construction -related air quality emissions and cumulative Basin -wide conditions, the SCAQMD has developed strategies to reduce criteria pollutant emissions outlined in the 2012 AQMP pursuant to Federal Clean Air Act (FCAA) mandates. As such, the proposed project would comply with SCAQMD Rule 403 requirements, and implement all feasible mitigation measures (Mitigation Measure AQ -1). Rule 403 requires that fugitive dust be controlled with the best available control measures in order to reduce dust so that it does not remain visible in the atmosphere beyond the property line of the proposed project. In addition, the proposed project would comply with adopted 2012 AQMP emissions control measures. Per SCAQMD rules and mandates, as well as the CEQA requirement that significant impacts be mitigated to the extent feasible, these same requirements (i.e., Rule 4003 compliance, the implementation of all feasible mitigation measures, and compliance with adopted 2012 AQMP emissions control measures) would also City of Baldwin Park Page 47 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial StudylMitigated Negative Declaration be imposed on construction projects throughout the Basin, which would include related projects. As discussed previously, the proposed project would not result in long-term air quality impacts, as emissions would not exceed the SCAQMD adopted operational thresholds. Additionally, adherence to SCAQMD rules and regulations would alleviate potential impacts related to cumulative conditions on a project -by -project basis. Emission reduction technology, strategies, and plans are constantly being developed. As a result, the proposed project would not contribute a cumulatively considerable net increase of any nonattainment criteria pollutant. Therefore, cumulative operational impacts associated with implementation of the proposed project would be less than significant. d) Expose sensitive receptors to substantial pollutant concentrations? Determination: Less Than Significant With Mitigation Incorporated Sensitive receptors are defined as facilities or land uses that include members of the population that are particularly sensitive to the effects of air pollutants, such as children, the elderly, and people with illnesses. Examples of these sensitive receptors are residences, schools, hospitals, and daycare centers. CARB has identified the following groups of individuals as the most likely to be affected by air pollution: the elderly over 65, children under 14, athletes, and persons with cardiovascular and chronic respiratory diseases such as asthma, emphysema, and bronchitis. Sensitive receptors near the project site include surrounding adjoining residences to the north, east, south, and west, and a church facility adjoin the project site to the south of the project site. In order to identify impacts to sensitive receptors, the SCAQMD recommends addressing localized significance thresholds (LSTs) for construction and operations impacts (area sources only). The CO hotspot analysis following the LST analysis addresses localized mobile source impacts. LOCALIZED SIGNIFICANCE THRESHOLDS LSTs were developed in response to SCAQMD Governing Boards' Environmental Justice Enhancement Initiative (1-4). The SCAQMD provided the Final Localized Significance Threshold Methodology (dated June 2003 [revised 2008)) for guidance. The LST methodology assists lead agencies in analyzing localized air quality impacts. The SCAQMD provides the LST screening lookup tables for one, two, and five acre projects emitting CO, NOX, PMx.s, or PMio. The LST methodology and associated mass rates are not designed to evaluate localized impacts from mobile sources traveling over the roadways. The SCAQMD recommends that any project over five acres should perform air quality dispersion modeling to assess impacts to nearby sensitive receptors. The project is located in Source Receptor (SRA) 9, East San Gabriel Valley. CONSTRUCTION Based on the SCAQMD guidance on applying Ca1EEMod to LSTs, the project would disturb approximately 3.2 acres of land per day. Therefore, the LST thresholds for two acres were August 2016 Page 48 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis conservatively utilized for the construction LST analysis. As the nearest sensitive uses are adjoining the project site, the LST value for 25 meters was utilized, as this is the most conservative option the methodology allows. Table 4.3-3 Localized Si i tante o Consfruction Emissions, shows the localized unmitigated and mitigated construction -related emissions. It is noted that the localized emissions presented in Table 4.3-3 are less than those in Table 4.3-1 because localized emissions include only on-site emissions (i.e., from construction equipment and fugitive dust). As seen in Table 4.3-3, mitigated on-site emissions would not exceed the LSTs for SRA 9. Table 4.3-3 Localized Significance of Construction Emissions source.NOx Pollu ou"n°Wda '" ' COI?Mia Construction 2018 Total Unmitigated Onsite Emissions' 38.45 26.1D 8.4D 5.35 Total Mitigated On -Site Emissions' 38.45 26.10 4.50 3.26 Localized Significance Threshold" 128 953 7 5 Thresholds Exceeded? No No No No 2017 Total Unmitigated Onsite Emissions2 25.54 16.38 1.46 1.35 Total Mitigated On -Site Emissions2 25.54 16.38 1.46 1.35 Localized Significance Threshold3 128 953 7 5 Thresholds Exceeded? No No No No 2018 Total Unmitigated On -Site Emissions2 21.68 16.01 123 1.13 Total Mitigated On -Site Emissions2 21.68 16.01 1.23 1.13 Localized Significance Threshold3 128 953 7 5 Thresholds Exceeded? No No No No Notes: 1. For construction year 2016, the grading phase emissions are presented as the worst case scenario. 2. For construction years 2017 and 2018, the building construction phase emissions are presented as the worst case scenario. 3. The Localized Significance Threshold was determined using Appendix C of the SCAQMD Final Localized Signihcanf Threshold Methodology guidance document for pollutants NOx, CO, Mia, and PM2,5. The Localized Significance Threshold was based on the anticipated daily acreage disturbance for constriction {approximately 3.2 acres; therefore the thresholds for 2 acres were conservatively used , the distance to sensitive rete tors, and the source receptor area SRA 9). OPERATIONS As seen in Table 4.3-4 Localized Significance of QVerational Emissions project -related mitigated operational area source emissions would be negligible and would be below the LSTs. Modeled area source emissions include the natural gas burning fireplaces and exclude the use of wood burning fireplaces per SCAQMD Rule 445. Therefore, operational LST impacts would be less than significant in this regard. City of Baldwin Park Page 49 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration Table 4.3-4 Localized Sionificance of Onerational Emission% Source Pollutant oundsldi NOx CO .. PMin . PMss Operational Mitigated Area Source Emissions' 0.05 3.92 0.08 0.08 Localized Significance Threshold 128 953 2 2 Thresholds Exceeded? No No No No Notes: I. Area sources include natural gas burning fireplaces and exclude the use of wood burning fireplaces and wood burning stones per SCAQMD Rule 445 nod -Bumf Devices). Carbon Monoxide Hotspots CO emissions are a function of vehicle idling time, meteorological conditions, and traffic flow. Under certain extreme meteorological conditions, CO concentrations near a congested roadway or intersection may reach unhealthful levels (i.e., adversely affecting residents, school children, hospital patients, the elderly, etc.). The SCAQMD requires a quantified assessment of CO hotspots when a project increases the volume -to -capacity ratio (also called the intersection capacity utilization) by 0.02 (two percent) for any intersection with an existing level of service LOS D or worse. Because traffic congestion is highest at intersections where vehicles queue and are subject to reduced speeds, these hot spots are typically produced at intersections. The Basin is designated as an attainment/maintenance area for the federal CO standards and an attainment area for State standards. There has been a decline in CO emissions even though vehicle miles traveled on U.S. urban and rural roads have increased. On -road mobile source CO emissions have declined 24 percent between 1989 and 1998, despite a 23 percent rise in motor vehicle miles traveled over the same 10 years. California trends have been consistent with national trends, CO emissions declined 20 percent in California from 1985 through 1997 while vehicle miles traveled increased 18 percent in the 1990s. Three major control programs have contributed to the reduced per -vehicle CO emissions: exhaust standards, cleaner burning fuels, and motor vehicle inspection/maintenance programs. . A detailed CO analysis was conducted in the Federal Attainment Plan for Carbon Monoxide (CO Plan) for the SCAQMD's 2003 Air uali MM9enwnt Plan. The locations selected for microscale modeling in the CO Plan are worst-case intersections in the Basin, and would likely experience the highest CO concentrations. Thus, CO analysis within the CO Plan is utilized in a comparison to the proposed project, since it represents a worst-case scenario with heavy traffic volumes within the Basin. Of these locations, the Wilshire Boulevard/Veteran Avenue intersection in Los Angeles experienced the highest CO concentration (4.6 parts per million [ppm]), which is well below the 35 -ppm 1 -hr CO Federal standard. The Wilshire BoulevardNeteran Avenue intersection is one of the most congested intersections in Southern California with an average daily traffic (ADT) volume of approximately 100,000 vehicles per day. As the CO hotspots were not experienced at the Wilshire BoulevardNeteran Avenue intersection, it can be reasonably August 2016 Page 50 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis inferred that CO hotspots would not be experienced at any intersections within the City of Baldwin Park near the project site due to the low volume of traffic (447 daily trips) that would occur as a result of project implementation. Therefore, impacts would be less than significant in this regard. MITIGATION MEASURES: Refer to Mitigation Measure AQ -1. No additional mitigation is required. e) Create objectionable odors affecting a substantial number of people? Determination: Less Than Significant Impact According to the SCAQMD C£QA 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. The proposed project does not include any uses identified by the SCAQMD as being associated with odors. Construction activity associated with the project may generate detectable odors from heavy- duty equipment exhaust. Construction related odors would be short-term in nature and cease upon project completion. Any impacts to existing adjacent land uses would be short-term, as previously noted, and are considered less than significant given the project size. 4.4 BIOLOGICAL RESOURCES Less Than Significant BIOLOGICAL RESOURCES -- Would Potentially with Less Than the project: significant Mitigation Significant p Impact Incorporation Impact No Impact a) Have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional. plans, ❑ ❑ ❑ policies, or regulations, or by the California Department of Fish and Wildlife or 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 Wildlife or US Fish and Wildlife Service? City of Baldwin Park Page 51 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration The project site lies within the City of Baldwin Park, which is an urbanized community and largely built out. Baldwin Park is predominately suburban in nature, with limited to no natural habit for special status species.'The project site is highly disturbed, and no sensitive habitat is present on the property, refer also to Figur, a 1. RegionallLocal Vicinity Man. Therefore, project implementation is generally not anticipated to directly impact any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or 7 CRy of Baldwin Park General Plan. November 2002. August 2016 Page 52 City of Baldwin Park Less Than Significant BIOLOGICAL RESOURCES -- Would potentially with Less Than Significant the project: Mitigation significant impart Impact Incorporation Impact No 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, ❑ ❑ ❑ Q 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 ❑ ❑ Q ❑ resources, such as a tree preservation policy or ordinance? f) Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, ❑ c� ❑ E] 1z or other approved local, regional, or state habitat conservation plan? 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 Wildlife or U.S. Fish and Wildlife Service? Determination: Less than Significant Impact With Mitigation Incorporated The project site lies within the City of Baldwin Park, which is an urbanized community and largely built out. Baldwin Park is predominately suburban in nature, with limited to no natural habit for special status species.'The project site is highly disturbed, and no sensitive habitat is present on the property, refer also to Figur, a 1. RegionallLocal Vicinity Man. Therefore, project implementation is generally not anticipated to directly impact any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or 7 CRy of Baldwin Park General Plan. November 2002. August 2016 Page 52 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis regulations, or by the California Department of Fish and Wildlife or U.S. Fish and Wildlife Service. Although the project site is highly disturbed, several mature trees are present along the eastern/northeastern boundary of the main project site. These trees may have the potential to be utilized by migratory birds that could be indirectly impacted during the construction phase due to noise, tree removal, construction activity, and/or the presence of construction workers. The Migratory Bird Treaty Act (META) makes it unlawful to pursue, capture, loll, or possess or attempt to do the same to any migratory bird or part, nest, or egg of any such bird listed in wildlife protection treaties between the United States, Great Britain, Mexico, Japan, and the countries of the former Soviet Union.. Mitigation Measure BIO -1 restricts the removal of any potential nesting habitat during the avian nesting season and requires clearance surveys and buffers to ensure that any nesting birds are protected. With implementation of Mitigation Measure BIO -1 and compliance with the Cites Tree Preservation Ordinance, potential impacts on special status species would be reduced to a less than significant level. BIO -Z Pursuant to the Migratory Bird Treaty Act and California Department of Fish and Game Code, removal of any trees, shrubs, or any other potential nesting habitat shall be conducted outside the avian nesting season. If any construction, grading, brushing, clearing, or tree removal is proposed between January 1s' and August 31st, or if work is scheduled to occur during the breeding season, a pre -construction nesting bird clearance survey shall be conducted by a quah ied biologist three (3) days prior to the commencement of any ground disturbing activities. Should any active nests be located on or within 300 feet of the main project site (this buffer extends to 500 feet for raptor species), construction shall comply with Migratory Bird Treaty Act and California Department of Fish and Game Code requirements, including provision of an adequate construction buffer around active nests (if any), or avoidance of construction during the species nesting season if provision of an adequate buffer is determined to be infeasible. 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 Wildlife or U.S. Fish and Wildlife Service? Determination: No Impact Refer to Response 4.4(a), above. Walnut Creek Wash and the Walnut Creek Nature Park are located within the City of Baldwin Parka The proposed project does not propose any development that would cause disturbance to Walnut Creek Wash or Walnut Creek Nature Park, nor 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." The property has been previously graded and is largely void of any vegetation, refer to Figure 7 Re 'onalli,ocal ViciniW Aft. Several trees are present onsite along the eastern property boundary, and any tree removal activities would require compliance with the City's Tree Preservation Ordinance. No rivers or streams or other surface waters are located on the property. As stated in Appendix A (Initial Study) of the 2020 General Plan Final Program EIR, City of Baldwin Park Page 53 August 2016 TTM No. 73354 Section 4.0 Environmental Anafysis Initial Study/Mitigated Negative Declaration no known significant biological resources are located within the City. As such, project site does not support any riparian habitat or other sensitive natural community. Therefore, no impact to such resources would occur with development of the property as proposed. 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? Determination: No Impact Refer also to Response 4.4(a), above. The proposed project site is generally flat and does not contain any substantial natural drainage or surface water features, such as a stream or river. Additionally, according to the General Plan Final Program EIR (Appendix A -- Initial Study), there are no known biological resources or federally -protected wetlands within the City of Baldwin Park. Therefore, the project would not have a substantial effect on federally - protected wetlands as defined by Section 404 of the Clean Water Act. No impacts would occur, and no mitigation measures are required. 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? Determination: No Impact The project site lies within the City of Baldwin Park, which is a highly urbanized community. As stated above, the site has experienced substantial development and disturbance. The site is not located within a Multi -Species Habitat Conservation Plan, and no designated wildlife corridors are present within the City limits. Additionally, due to the disturbed nature of the project site, the site is not anticipated to be utilized by wildlife as a movement or migratory corridor; refer also to Fipre 1, Re tonal/Local Vicinity Aft. Additionally, neither the project site nor surrounding lands are expected to support native wildlife nursery sites. As a result, implementation of the proposed project would not affect any migratory corridors or linkages on or in the vicinity of the project site. No impacts would occur, and no mitigation measures are required. e) Conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance? Determination: Less Than Significant Impact Refer to Response 4.4(a), above, regarding onsite conditions with regard to biological resources. Development of the project may potentially require the removal of mature trees onsite to accommodate the proposed uses; however, landscaping would be installed on the property, consistent with the adopted project Landscape Plan, following the construction phase; refer to Figure 6A,ConceptuaI LandsgVe Plan. The applicant would be required to adhere to Ordinance 1336, which relates to tree preservation and protection. Pursuant to Ordinance 1336, removal of any mature or required trees will be required to comply with the City's Tree Preservation Ordinance, which requires the submittal and approval of a Mature Tree Trimming and/or Removal Application, and obtaining a permit from the Tree Officer. Because the project would be required to comply with Ordinance 1336, impacts are considered less than significant. August 2016 Page 54 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis J) Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation pian? Determination: No Impact Baldwin Park is not within the jurisdiction of any habitat conservation plan, natural community conservation plan, or any other approved local, regional, or State habitat conservation plan. The closest designated habitat conservation area is a County of Los Angeles Significant Ecological Area (SEA) (Area #19, San Gabriel Canyon)." The SEA is located approximately 1.8 miles to the north of the project site. Therefore, the proposed project would not result in an impact with regard to conflict with an adopted conservation plan. No impacts would occur, and no mitigation measures are required. 4.5 CULTURAL RESOURCES Would the Project. a) Cause a substantial adverse change in the significance of a historical resource as defined in CEQA Guidelines §15064.5? Determination: No Impact Historic resources generally consist of buildings, struchires, improvements, and remnants associated with a significant historic event or person(s) and/or have a historically significant style, design, or achievement. Damage to or demolition of such resources is typically considered to be a significant impact. Impacts to historic resources can occur through direct S Los Angeles County Department of Regional Planning. General Plan 2035. Conservation and Natural Resources Element. Figure 9.3, Significant Ecological Areas and Coastal Resources Areas. Adopted October 6, 2015. httn:llplanning.iacounty.govlassetslupllproieOAi) 2035 2014 -FIG 9-3 significant ecological areaspdf. Accessed March 7, 2016. City of Baldwin Park Page 55 August 2016 Less Than significant CULTURAL RESOURCES — Would the Potentially with Less Than significant Mitigation sip icant project: Impact Incorporation Impact No Impact a) Cause a substantial adverse change in the significance of a historical resource ❑ ❑ ❑ as defined in'15064.5? b) Cause a substantial adverse change in the significance of an archaeological ❑ ❑ ❑ resource pursuant to '15064.5? c) Directly or indirectly destroy a unique paleontological resource or site or ❑ ❑ ❑ unique geologic feature? d) Disturb any human remains, including those interred outside of ❑ ❑ Q ❑ formal cemeteries? Would the Project. a) Cause a substantial adverse change in the significance of a historical resource as defined in CEQA Guidelines §15064.5? Determination: No Impact Historic resources generally consist of buildings, struchires, improvements, and remnants associated with a significant historic event or person(s) and/or have a historically significant style, design, or achievement. Damage to or demolition of such resources is typically considered to be a significant impact. Impacts to historic resources can occur through direct S Los Angeles County Department of Regional Planning. General Plan 2035. Conservation and Natural Resources Element. Figure 9.3, Significant Ecological Areas and Coastal Resources Areas. Adopted October 6, 2015. httn:llplanning.iacounty.govlassetslupllproieOAi) 2035 2014 -FIG 9-3 significant ecological areaspdf. Accessed March 7, 2016. City of Baldwin Park Page 55 August 2016 TTM No. 73364 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration impacts, such as destruction or removal, and through indirect impacts, such as a change in the setting of a historic resource. The City's General Plan Open Space and Conservation Element identifies several structures of regional and local importance within the City limits, as determined by the Baldwin Park Historical Society. Such resources are recommended for preservation. Additionally, the City's Zoning Code contains a Historic Resources Code that protects and encourages preservation of the City's heritage. Under the Historic Resources Code, the City Planning Commission acts as the Historic Resources Advisory Committee for the review of alterations to potentially historic buildings and other activities that may affect potentially historic resources. No known historic resources are present on the project site. The project does not propose to change the historic designations of any recognized historical sites or structures and would not change or have any effect upon the City's existing preservation objectives or policies. The main project site, and any associated parcels, are not located within a Historic Overlay Zone, as defined by the City's Zoning Ordinance. Further, the proposed project would not authorize any adverse impacts to a historical resource. Therefore, no impacts on historic resources would occur with the project, and no mitigation measures are required. b) Cause a substantial adverse change in the significance of an archaeological resource pursuant to CEQA Guidelines §15054.5? Determination: No Impact Archaeological sites are locations that contain resources associated with former human activities. Archaeological sites may contain such resources as human skeletal remains, waste from tool manufacture, tool concentrations, and/or discoloration or accumulation of soil or food remains. As stated in the Initial Study prepared for the 2020 General Plan Final E1R (included as Appendix A of the EIA), the City of Baldwin Park is largely built out and does not contain any known archaeological resources. Therefore, the potential for uncovering such resources within the City is considered to be remote. As such, the General Plan Final Program EIR determined that no impacts on historical and cultural resources would occur with future buildout of the General Plan. Previous onsite disturbance on the main project site, and/or construction that has occurred on the five associated parcels, has likely disturbed or destroyed any archaeological resources that may have been present in the past_ The potential for uncovering such significant resources during project grading or excavation activities is therefore considered to be low. As such, no substantial adverse change in the significance of an archaeological resource would result with implementation of the project. If unknown cultural resources are encountered during project construction, compliance with standard protocols for halting construction activity and undertaking proper evaluation to ensure long -terra protection of any significant resources. No impacts would occur in this regard. August 2016 Page 56 City of Baldwin Park TTM No. 73354 Initial StudylMitigated Negative Declaration Section 4.0 Environmental Analysis c) Directly or indirectly destroy a unique paleontological resource or site or unique geologic. feature? Determination: No Impact Paleontological resources are the preserved fossilized remains of plants and animals. Fossils and traces of fossils are preserved in sedimentary rock units, particularly fine- to medium - grained marine, lake, and stream deposits, such as limestone, siltstone, sandstone, or shale, and in ancient soils (paleosols). They are also found in coarse-grained sediments, such as conglomerates or coarse alluvium sediments. Fossils are rarely preserved in igneous or metamorphic rock units. Fossils may occur throughout a sedimentary unit and, in fact, are more likely to be preserved subsurface, where they have not been damaged or destroyed by previous ground disturbance, amateur collecting, or natural causes such as erosion In contrast, archaeological and historic resources are often recognized by surface evidence of their presence. As stated above, the City of Baldwin Park is largely built out. The General Plan Final Program E1R indicates that the City does not contain any known paleontological resources. Previous land development and other human activities have likely disturbed or destroyed any paleontological resources that may have been present onsite in the past. The potential for uncovering significant paleontological resources during new construction or redevelopment projects is therefore considered to be remote. As such, project implementation would not adversely impact paleontological resources. No impacts would occur. d) Disturb any human remains, including those interred outside of formal cemeteries? Determination: Less Than Significant Impact Ground -disturbing activities, such as grading or excavation, have the potential to disturb human remains. If human remains are found, such remains would require proper treatment, in accordance with applicable local, State, and federal laws. The Native American Graves Protection and Repatriation Act (NAGPRA) includes provisions fior unclaimed and culturally unidentifiable Native American cultural items, intentional and inadvertent discovery of Native American cultural items on federal and tribal lands, and penalties for noncompliance and illegal trafficking. State of California Public Resources Health and Safety Code Section 7050.5-7055. describes the general provisions regarding human remains, including the requirements if any human remains are accidentally discovered during excavation of a site. As required by State law, and as applicable to project construction activities, the requirements and procedures set forth in Section 5097.98 of the California Public Resources Code (PRC) would be implemented, including notification of the County Coroner, notification of the Native American Heritage Commission and consultation with the individual identified by the Native American Heritage Commission (NAHC) to be the "most likely descendant." If human remains are found during excavation, excavation must stop m the vicinity of the find and any area that is reasonably suspected to overlie adjacent remains until the County Coroner has been called to the site, and the remains have been investigated and appropriate recommendations have been made for the treatment and disposition of the remains. Project compliance with federal and State regulations, which detail the appropriate actions necessary City of Baldwin Park Page 57 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration in the event human remains are encountered, would ensure that impacts on unknown human remains would remain less than significant. 4.6 GEOLOGY ARID .SOILS ❑ ❑ Q ❑ loss of topsoil? Less Than c) Be located on a geologic unit or soil Significant GEOLOGY AND SOILS -- Would the Potentially with Less Than project: Significant Mitigation Significant ❑ potentially result in on- or off-site Impaei Incorporation Impact No Impact a) Expose people.or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving: ❑ ❑ 91 ❑ i) Rupture of a known earthquake fault, as delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the State ❑ ❑ Q ❑ 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? ❑ ❑ [ ❑ iii) Seisn- ic-related ground failure, ❑ ❑ ❑ including liquefaction? iv) Landslides? ❑ ❑ ❑ b) Result in substantial soil erosion or the ❑ ❑ Q ❑ 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 ❑ ❑ R1 ❑ potentially result in on- or off-site landslide, lateral spreading, subsidence, liquefaction or collapse? d) Be located on expansive soil, as defined in Table 18-1-B of the Uniform ❑ ❑ 91 ❑ Building Code (2004), creating substantial risks to life or property? August 2016 Page 58 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis Less Than Significant GEOLOGY AND SOILS -- Would the Potentially with Less Than Significant Mitigation Significant project: Impact Incorporation Impact No Impact e) Have soils incapable of adequately supporting the use of septic tanks or alternative waste water disposal systems ❑ ❑ ❑ where sewers are not available for the disposal of waste water? 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 AIquist 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. Determination: Less Than Significant Impact The City of Baldwin Park, like the rest of southern California, is located within a seismically -active region as the result of being located near the active margin between the North American and Pacific tectonic plates. As stated in the Public Safety Element of the General Plan, there are no active known faults within the City of Baldwin Park, however, several major faults do exist within the region and have the potential to cause damage within the City. The most significant known active fault zones that are capable of seismic ground shaking and can impact the City are the Whittier -Elsinore Fault Zone, Newport -Inglewood Fault Zone, San Andreas Fault Zone, and San Gabriel Fault Zone, as well as the lesser San Fernando/Sierra Madre -Cucamonga Fault Zone, Raymond Hili Fault Zone, Verdugo Fault Zone, and Chino Fault Zone, according to Figure PS -1, Regional Fault Zones, in the Public Safety Element of the General Plan- Because lan Because Baldwin Park is subject to strong ground shaking in the event of a major earthquake on regional faults, all construction is required to occur in compliance with the most current California Building Code (CBC) requirements. Additionally, compliance with existing local City building standards and other applicable seismic - related design requirements would further reduce the potential for damage to occur as the result of rupture of known earthquake faults in the region. The project site is not located within a designated AlquistPriolo or Los Angeles County Fault Hazard Zone, as indicated by the Public Safety Element, Figure PS -1, Regional Fault .Zones, of the General Plan. Ground rupture is generally considered most likely to occur along pre-existing active faults. According to the General Plan, no known faults exist on the project site or within the general vicinity of the site. Therefore, the potential for ground rupture to occur on the site is low. City of Baldwin Park Page 59 August 2016 7?M No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration As indicated in the Geotechnical Report prepared by Duco Engineering, Incorporated (August 2014), no seismic hazards were identified onsite; refer to A . endix C ftort o Geotechnical Evaluation, of this Initial Study. Future development of the project site would include grading and/or other ground- disturbing activities to allow for the proposed residential development. Based on the conditions described above, no proposed building pads or structures would be placed within a fault setback zone. Project compliance with the CBC and other applicable local seismic -related building requirements would reduce the potential for impacts to occur from the exposure of people or structures to potential substantial adverse effects as the result of fault rupture. Therefore, project impacts are considered to be less than significant, and no mitigation measures are required. ii) Strong seismic ground shaking? Determination: Less Than Significant Impact As discussed in Response 4.6(a)(i), several faults are present within the surrounding region having the potential to create strong seismic ground shaking. Therefore, the project site could be exposed to ground shaking during seismic events. Construction of the future residential building pads and the design and engineering of the residential structures would be required to comply with the City's Building Code and the CBC. Additionally, the General Plan Public Safety Element includes goals and policies to protect the community of Baldwin Park from risks associated with seismic hazards. Compliance with the codes and regulations discussed above would lessen potential project impacts associated with fault rupture and strong seismic groundshaking to a level of less than significant, and no mitigation measures are required. iii) Seismic -related ground failure, including Iiquefaction? Determination: Less Than Significant Impact The occurrence of liquefaction and seismically -induced settlement or ground failure is generally related to strong seismic shaking events where the groundwater table occurs at a relatively shallow depth (generally within 50 feet of the ground surface), or where lands are underlain by loose, cohesionless deposits. Liquefaction generally results in the loss of shear strength of a soil, which occurs due to the increase of pare water pressure caused by the rearrangement of soil particles induced by shaking or vibration. During liquefaction, soil strata typically behave similar to a heavy fluid. As depth to groundwater within the City of Baldwin Park is generally greater than 50 feet below ground surface (bgs), the potential for liquefaction to occur is considered to be low; however, according to Section 2.9, Geology and Soils, of the 2020 General Plan Final Program ETR, the Division of Mines and Geology Division of the California Department of Conservation has identified the southwestern portion of the City as being subject to liquefaction. The project site is not located within this area. The preliminary Geotechnical Evaluation prepared for the project site by Duco Engineering, Inc. (August 2014) indicated that test holes were excavated onsite to a depth of 17 feet; refer to AMendix G Report of Geotechnical Evaluation. No groundwater August 2016 Page 60 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis was encountered in any holes to the depths explored, and none is expected at an elevation that would affect the proposed site development. This is consistent with other groundwater data available for the project area, which indicates the highest recorded groundwater levels at 60 feet bgs, with the majority of data commonly indicating groundwater levels at greater than 100 feet bgs. Further, the Geotechnical Evaluation indicates that hazards associated with seismic hazard mapping (liquefaction) were not identified onsite. As such, the potential for liquefaction to occur on the project site (and adjacent lands) is considered to be low. Placement and compaction of any fill material for the proposed residential structures shall be performed in accordance with the City of Baldwin Park grading standards and to the satisfaction of a qualified geotechnical engineer. In addition, the project would be required to comply with the CBC, as well as applicable General Pian policies and City codes and regulations. As the site is not located within a designated Alquist Priolo Fault Zone, Los Angeles County Fault Hazard Zone, or in an area susceptible to liquefaction hazards, impacts associated with ground failure, including liquefaction and settlement, are considered to be less than significant. No mitigation measures are required. iv) Landslides? Determination: No Impact According to the Initial Study prepared in support of the 2020 General Plan Final Program E1R (Appendix A — Initial Study and Notice of Preparation of the EIR), the Division of Mines and Geology Division of the California Department of Conservation does not identify any areas subject to landslides on the Baldwin Park U.S. Geological Survey (USGS) quadrangle. Topography within the City is relatively flat. No canyons or steep topographic features are present. Similarly, the project site and surrounding lands are relatively flat, and therefore, landslides are not considered to be a hazard. The property is generally flat with an approximate 3 -foot change in elevation across the property. Further, the Geotechnical Report prepared for the project indicates that no landslides were encountered during the site visit, and no such conditions are known to exist on the property or at a location that would affect the project site, refer to Appendix CC. No impacts relative to landslides are anticipated. b) Result in substantial soil erosion or the Ioss of topsoil? Determination: Less Than Significant Impact Grading and trenching during the construction phase of the project would displace soils and temporarily increase the potential for soils to be subject to wind and water erosion. Soil erosion is most prevalent in unconsolidated alluvium and surfi.cial soils and in areas that have slopes. As the City of Baldwin Park is relatively flat and built out and is generally covered by urban Landscaping and/or impermeable surfaces, the potential for soil erosion or loss of topsoil of topsoil is -minimal. The project Applicant would be required to meet City of Baldwin Park City of Baldwin Park Page 61 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration grading standards, and as required, would prepare site-specific grading plans to be signed by a registered civil engineer. Further, the Applicant would be required to prepare a Stormwater Pollution Prevention Plan (SWPPP) for approval by the City prior to grading. The plan would identify site-specific Best Management Practices (BMPs) to be implemented with the proposed development in order to prevent erosion, minimize siltation from impacting downstream water bodies, and protect water quality. Implementation of the project would occur in compliance with such plans and grading standards, as discussed above. With such compliance, project impacts with regard to soil erosion or the loss of topsoil are considered to be less than significant, and no mitigation measures are required. 0 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? Determination: Less Than Significant Impact Lateral spreading is a phenomenon in which large blocks of intact, non -liquefied soil move down slope on a liquefied soil layer. Lateral spreading is often a regional event. For lateral spreading to occur, the liquefiable soil zone must be laterally continuous, unconstrained laterally, and free to move along sloping ground. Liquefaction and seismically -induced settlement or ground failure are generally associated with strong seismic shaking in areas where groundwater tables occur at relatively shallow depths (within 50 feet bgs) or when land is underlain by loose, cohesionless deposits. As stated above, depth to groundwater at the project site and on surrounding lands is anticipated to be greater than 50 feet bgs. Additionally, according to the Initial Study prepared in support of the General Plan Final Program EIR (see Appendix A, initial Study and Notice of Preparation, of the EIR), the City does not contain any areas susceptible to subsidence. During site-specific geologic testing performed in 2014 (Duco Engineering, August 2014), fill soils were documented onsite within a depth of approximately one to two feet; localized fills may be deeper and associated with past grading and unforeseen subsurface structures. Such soils were found to be soft, silty sands, some with gravel overlying natural silty sand. These soils are composed of material similar to the onsite natural soils and found within the top one foot. Such soils are not suitable for support of foundations and would be removed and re - compacted with project development to ensuxe the absence of any unstable soils. As the project site and associated parcels are not located within a designated Alquist-Priolo, Los Angeles County Fault Hazard Zone, or in an area susceptible to liquefaction hazards, impacts associated with ground failure, including landslides, liquefaction, lateral spreading, and settlement, are considered to be less than significant with project compliance with the CBC and applicable local codes and building standards. Refer also to Responses 4.6(a)(R) through 4.6(a)(iv), above, for additional discussion. Project impacts relative to unstable geologic units or soils would be less than significant. August 2016 Page 62 city of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis d) Be Iocated on expansive soil, as defined in Table 18-1-B of the Uniform Building Code (2004), creating substantial risks to life or property? Determination: Less Than Significant Impact Expansive soils are those that undergo volume changes as moisture content fluctuates, swelling substantially when wet or shrinking when dry. Soil expansion can damage structures by cracking foundations, causing settlement, and distorting structural elements. The site-specific geologic testing performed in 2014 (Duco Engineering, August 2014) determined that soils onsite have a very low expansion potential. Future development of the proposed residential units onsite would be subject to a site-specific geologic study, prior to issuance of a grading permit, to identify measures that may potentially lessen potential impacts related to any expansive soils, as appropriate. In addition, all future development on the project site would be required to comply with the most current CBC at the time of construction, which contains minimum design requirements for construction on expansive soils. Therefore, project impacts relative to potential risks to life and property from expansive soils would be less than significant. 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? Determination: No Impact Baldwin Park does not allow the use of septic systems for wastewater disposal; the proposed project does not include the use of septic systems or other alternative wastewater disposal systems. The project would utilize a gravity sewer system that would connect to the City's existing public sewer and wastewater treatment systems, consistent with City engineering requirements. The need for wastewater disposal via the use of septic tanks would not be required. Therefore, no impact would occur in this regard. 4.7 GREENHOUSE GAS EMISSIONS City of Baldwin Park Page 63 August 2016 Less Than significant GREENHOUSE GAS EMISSIONS - Potentially with Tess Than Would the project. Significant Mitigation Significant No impact Impact Inwrporation Impact a) Generate greenhouse gas emissions, either directly or indirectly, that may have a significant impact on the environment? b) Conflict with an applicable plan, policy or regulation adopted for the ❑ Q purpose of reducing the emissions of greenhouse gases? City of Baldwin Park Page 63 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration GLOBAL CLIMATE CHANGE California is a substantial contributor of global greenhouse gases (GHGs), emitting over 450 million tons of carbon dioxide (CO2) in 2013.9 Climate studies indicate that California is likely to see an increase of three to four degrees Fahrenheit over the next century. Methane (CH4) is also an important GHG that potentially contributes to global climate change. GHGs are global in their effect, which is to increase the earth's ability to absorb heat in the atmosphere. As primary GHGs have a long lifetime in the atmosphere, accumulate over time, and are generally well -mixed, their impact on the atmosphere is mostly independent of the point of emission. The impact of human activities on global climate change is apparent in the observational record. Air trapped by ice has been extracted from core samples taken from polar ice sheets to determine the global atmospheric variation of CO2, CH4, and nitrous oxide (N20) from before the start of industrialization (approximately 1750), to over 650,000 years ago. For that period, it was found that CO2 concentrations ranged from 180 to 300 parts per million. For the period from approximately 1750 to the present, global CO2 concentrations increased from a pre -industrialization period concentration of 280 to 379 parts per million in 2005, with the 2005 value far exceeding the upper end of the pre -industrial period range. REGULATIONS AND SIGNIFICANCE CRITERIA The Intergovernmental Panel on Climate Change (1PCC) developed several emission trajectories of GHGs needed to stabilize global temperatures and climate change impacts. it concluded that a stabilization of GHGs at 400 to 450 parts per million CO2equivalent16 (COzeq) concentration is required to keep global mean warming below two degrees Celsius, which in turn is assumed to be necessary to avoid significant levels of climate change. Executive Order S-3-05 was issued in June 2005, which established the following GHG emission reduction targets: ■ 2010: Reduce GHG emissions to 2000 levels ■ 2020: Reduce GHG emissions to 1990 levels ■ 2050: Reduce GHG emissions to 80 percent below 1990 levels Additionally, issued in April 2015, Executive Order B-30-15 requires statewide GHG emissions to be reduced 40 percent below 1990 levels by 2030. Assembly Bill 32 (AB 32) requires that the California Air Resources Board (CARB) determine what the statewide GHG emissions level was in 1990, and approve a statewide GHG emissions limit that is equivalent to that level, to be achieved by 2020. CARB has approved a 2020 erzussions limit of 431 million metric tons (MT) of CO2eq (MTCaeq). 9 California Environmental Protection Agency, Califomis Greenhouse Gas Emission Inventory - 2015 Edition, W:iAkNm.arb.ca.govloc.rinventoryldataldata.htm, accessed March 8, 2016. 10 Carbon Dioxide Equivalent—A metric measure used to compare the emissions from various greenhouse gases based upon their global warming potential. August 2016 Page 64 City of Baldwin Park TfM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis Due to the nature of global climate change, it is not anticipated that any single development project would have a substantial effect on global, climate change. In actuality, GHG emissions from the proposed project would combine with emissions emitted across California, the United States, and the world to cumulatively contribute to global climate change. In June 2008, the California Governor's Office of Planning and Research published a Technical Advisory, which provides informal guidance for public agencies as they address the issue of climate change in CEQA documents." This is assessed by determining whether a proposed project is consistent with or obstructs the 39 Recommended Actions identified by CARB in its Climate Change Scoping Plan which includes nine Early Action Measures (qualitative approach). The Attorney GeneraYs Mitigation Measures identify areas were GHG emissions reductions can be achieved in order to achieve the goals of AB 32. As set forth in the California Governor's Office of Planning and Research Technical. Advisory and in the proposed amendments to the CEQA Guidelines Section 15064.4, this analysis examines whether the proposed project's GHG emissions are significant based on a qualitative and performance based standard (Proposed CEQA Guidelines Section 15064.4(a)(1) and (2)). South Coast Air Quality Management District Thresholds On December 5, 2008, the SCAQMD adopted GHG significance thresholds for Stationary Sources, Rules, and Plans where the SCAQMD is lead agency. The threshold uses a tiered approach. A proposed project is compared with the requirements of each tier sequentially and would not result in a significant impact if it complies with any tier. Tier 1 excludes projects that are specifically exempt from Senate Bill 97 from resulting in a significant impact. Tier 2 excludes projects that are consistent with a GHG reduction plan that has a certified final CEQA document and complies with AB 32 GHG reduction goals. Tier 3 excludes projects with annual emissions lower than a screening threshold. For industrial stationary source projects, the SCAQMD adopted a screening threshold of 10,000 MTCOaeq per year (MTCOzeq/yr). This threshold was selected to capture 90 percent of the GHG emissions from these types of projects where the combustion of natural gas is the primary source of GHG emissions. The SCAQMD concluded that projects with emissions less than the screening threshold would not result in a significant cumulative impact. Tier 4 consists of three decision tree options. Under the first option, the proposed project would be excluded if design features and/or mitigation measures resulted in emissions 30 percent lower than business as usual (BAU) emissions. Under the second option the proposed project would be excluded if it had early compliance with AB 32 through early implementation of California Air Resources Board's CIimate Change Scoping Plan measures. Under the third option, the proposed project would be excluded if it met sector based performance standards. However, the specifics of the Tier 4 compliance options were not adopted by the SCAQMD Board in order to allow further time to develop the options and coordinate with CARB's GHG significance threshold development efforts. Tier 5 would exclude projects that implement off-site mitigation (GHG 11 Govemoes office of Planning and Research, CEQA and Climate Change: Addressing Climate Change Through California EWronmental Quality Act (CEQA) Review, 2008. City of Baldwin Park Page 65 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration reduction projects) or purchase offsets to reduce GHG emission impacts to less than the proposed screening level. While not adopted by the SCAQMD Board, the guidance document prepared for the stationary source threshold also suggested the same tiered approach for residential and commercial projects with a 3,000 MTCO2eq/yr screening threshold. However, at the time of adoption of the industrial stationary source threshold, the SCAQMD felt additional analysis was required along with coordination with CARB's GHG significance threshold development efforts. At the November 2009 meeting of the SCAQMD GHG working group, SCAQMD staff presented two options for screening thresholds for residential and commercial projects. The first option would have different thresholds for specific land uses. The proposed threshold for residential projects is 3,500 MTCO2eq/yr, the commercial threshold is 1,400 MTCO2eq/yr, and the mined -use threshold is 3,000 MTCO2eq/yr. The second option would apply the 3,000 MTCO2eq/yr screening threshold for all commercial/residential projects. Lead agencies would be able to select either option. These thresholds are based on capturing 90 percent of the emissions from projects and requiring them to comply with the higher tiers of the threshold (i.e., performance requirements or GHG reductions outside of the project) to not result in a significant impact. SCAQMD staff also presented updates for compliance options for Tier 4 of the significance thresholds. The first option would be a reduction of 23.9 percent in GHG emissions over the base case. This percentage reduction represents the land use sector portion of the CARB's CIimate Change Scoping PIan's overall reduction of 28 percent. This target would be updated as the AB 32 Climate Change Scoping Plan is revised. The base case scenario for this reduction still needs to be defined. Residual emissions would need to be less than 25,000 MTCO2eq/yr to comply with the option. Staff proposed efficiency targets for the third option of 4.6 MTCO2eq/yr per service population (population plus employment) for project level analysis , and 6.6 MTCO2eq/yr for plan level analyses. For project level analyses, residual emissions would need to be less than 25,000 MTCOzeq/yr to comply with this option. At the most recent meeting of the SCAQMD GHG working group, SCAQMD staff recommended extending the 10,000 MTCO2eq/yr industrial project threshold for use by all lead agencies. The two options for land -use thresholds were reiterated with a recommendation that lead agencies use the second, 3,000 MTCO2eq/yr threshold for all non- industrial development projects. Staff indicated that they would not be recommending a specific approach to address the first option of Tier 4, Percent Emissions Reduction Target. if lead agencies enquire about using this approach staff will reference the approach recommended by the San Joaquin Valley Air Pollution Control District and describe the challenges to using this approach. For the third option of Tier 4, SCAQMD staff re -calculated the recommended Tier 4 efficiency targets for project level analyses to 4.8 MTCaeq/yr in 2020 and 3.0 MTCO2eq/yr in 2035. The recommended plan level analysis efficiency target remains 6.6 MTCaeq/yr for 2020, but was lowered to 4.1 MTCO2eq/yr for 2035. SCAQMD staff also stated that they are no longer proposing to include a 25,000 MTCO2eq/yr maximum emissions requirement for compliance with Tier 4. Staff indicated that they hoped to bring the proposed August 2016 Page 66 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis GHG significance thresholds to the board for their December 2010 meeting; however, this did not occur. For the proposed project, the 3,000 MTCO2eq/yr non -industrial screening threshold is used as the significance threshold in addition to the qualitative thresholds of significance set forth below from Section VII of CEQA Guidelines Appendix G. Would the Project. a) Generate greenhouse gas emissions, either directly or indirectly, that may have a significant impact on the environment? Determination: Less Than Significant. Impact The proposed project would result in direct and indirect emissions of COa, CH4, and N20, and would not result in other GHGs that would facilitate a meaningful analysis. Therefore, this analysis focuses on these three forms of GHG emissions. Direct proposed project -related GHG emissions include emissions from construction activities, area sources, and mobile sources, while indirect sources include emissions from electricity consumption, water demand, and solid waste generation. Operational GHG estimations are based on energy emissions from natural gas usage and automobile emissions. The California Emissions Estimator Model (CalEEMod) relies upon trip data within the Traffic Impact Analysis prepared by TJW Engineering, Inc. (dated May 7, 2015) and project -specific land use data to calculate emissions. The proposed project includes the development of 47 single-family detached residential units. Therefore, Table 4.7-1, Estimated Greenhouse Gas .Emissions, presents the estimated CU2, CH4, and N20 emissions of the proposed project. The CalEEMod outputs are contained witliin the Aomdix B, Air QualityfGreenhouse Gas Data. DIRECT PROPOSED PROJECT -RELATED SOURCES OF GREENHOUSE GASES Construction Emissions. -Construction GHG Emissions are typically summed and amortized over the lifetime of a project (assumed to be 30 years), then added to the operational emissionsl2 As seen in Table 4.7-1, the proposed project would result in 19.40 MTCOzeq/yr (amortized over 30 years). Table 4,7.1 Estimated Greenhouse Gas Emissions 12 The project lifetime is based on the standard 34 -year assumption of" South Coast Air Qualfty Management District (http:/ www.agmd.gov/docs/defaultsourcelcegalhandbook/greenhouse-gases�ghg)-cega-slgnifir-ance-thresholdstyear-24o8- 2oa9/ghg-meeting-13/ghg-meeting-1 3 -minutes, pdY?sfvrsn=2). City of Baldwin Paris Page 67 August 2016 Yrm ,Total=' Source NIT `rE MT ' r+ MTCse MT C� 141?C©zeglyr2� �A MT�e41Y� " Construction 19.40 0.01 0.25 0.00 0.00 19.66 amortized over 30 years) Area Source 13.38 0.02 0.50 0.00 0.00 15.90 Mobile Source 673.48 0.03 0.58 0.00 0.00 674.09 Energy 172.86 0.01 0.25 0.00 0.00 173.12 Water Demand 18.52 0.10 2.50 - 0.00 0.00 21.12 Waste 11.15 0.66 16.50 0.00 0.00 28.31 Total Proposed Furl )W- 932.20 MTCO2eq&r Related EmisslonV 12 The project lifetime is based on the standard 34 -year assumption of" South Coast Air Qualfty Management District (http:/ www.agmd.gov/docs/defaultsourcelcegalhandbook/greenhouse-gases�ghg)-cega-slgnifir-ance-thresholdstyear-24o8- 2oa9/ghg-meeting-13/ghg-meeting-1 3 -minutes, pdY?sfvrsn=2). City of Baldwin Paris Page 67 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration Notes: i. Emissions calculated using California Emissions Estimator Model (CalEEMod). 2, Carbon dioxide equivalent values calculated using the United States Environmental Protection Agency Websita, Greenhouse Gas Equivalencies Calculator, http:lhvww.epa.govlenergylgreenhouse-gas-equivalencies-calculator, accessed March 8, 2016. 3. Totals may be slightly off due to rounding. Due to rounding, the results given by the equation calculations used in the Greenhouse Gas EcruAmlencies Calculator, may not return the exact results shown in CalEEMod. Area Source. Area source emissions were calculated using CalEEMod and project -specific land use data. As noted in Table 4.7-1. the proposed project would result in 15.90 MTCO2eg/yr of area sources GHG emissions. Mobile Source. CalEEMod relies upon trip data within the Traffic impact Analysis and project specific land use data to calculate mobile source emissions. The proposed project would directly result in 674.09 MTCOaeq/yr of mobile source -generated GHG emissions; refer to Table 4.7-1. INDIRECT PROPOSED PROJECT -RELATED SOURCES OF GREENHOUSE GASES Energy Consumption. Energy consumption emissions were calculated using CalEEMod and project -specific land use data. Electricity would be provided to the project site via Southern California Edison. The proposed project would indirectly result in 173.12 MTCaeq/yr due to energy consumption; refer to Table 4.7-1. Water Demand The proposed project's operations would result in a demand of approximately 4.99 million gallons of water per year. Emissions from indirect energy impacts due to water supply would result in 21.12 MTCOaeq/yr; refer to Tabk 4.7-1. Solid Waste. Solid waste associated with operations of the proposed project would result in 28.31 MITCOzeq/yr; refer to Table 4.7-1. TOTAL PROPOSED PROJECT -RELATED SOURCES OF GREENHOUSE GASES As shown in Table 4.7-1, the total amount of project -related GHG emissions from direct and indirect sources combined would total 932.20 MTCO2eq/yr. Although the proposed project's GHG emissions are below the 3,000 MTCO2eq/yr GHG threshold, the proposed project includes design features that would further reduce project - related GHG emissions. The proposed project would comply with Title 24 requirements as well as the California Green Building Code standards. The project would install energy efficient lighting and appliances throughout the project site. Additionally, the proposed project would install water efficient irrigation systems, and incorporate water reducing features and fixtures into the buildings. Due to the project site's location, existing public transportation options (bus service) are in proximity to the project site. The project site is served by LA Metro and Foothill Transit. Further, the project is an infill project located close to commercial centers that include restaurants, retail shops, and other service uses making it possible to walk to many daily needs, thereby reducing vehicle trips. As shown in Table 4.7-1, operational -related emissions would be 932.20 MTCO2eq/yr, which are below the 3,000 MTCaeq/yr threshold. The proposed project's energy, transportation, August 2016 Page 68 City of Baldwin Park TTM No. 73364 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis water, and solid waste efficiency design features would further reduce project -related GHG emissions. Therefore, the proposed project would result in a less than significant impact with regard to GHG emissions. b) Conflict with an applicable plan, policy or regulation adopted for the purpose of reducing the emissions of greenhouse gases? Determination: Less Than Significant Impact No applicable plans, policies, or regulations adopted for the purpose of reducing GHG emissions apply to the project area. Therefore, the proposed project would not conflict with an adopted plan, policy, or regulation pertaining to GHGs. Also, the proposed project would result in operational GHG emissions that are below the 3,000 MTCOseq/yr threshold. The proposed project would also include design features to reduce emissions associated with vehicle trips, energy and water consumption. Thus, a less than significant impact would occur in this regard. 4.8 HAZARDS AND HAZARDOUS MATERIALS c) Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within ❑ ❑ Q ❑ 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 ❑ ❑ ❑ R1 Section 65962.5 and, as a result, would it create a significant hazard to the public or the environment? City of Baldwin Park Page 69 August 2016 Less Than Significant HAZARDS AND HA7A OUS Potentially with Less Than Significant ]]Mitigation Significant MA.TERULS - Would the project: bnpad Incarporation ]Unpack No Impart 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 ❑ Q ❑ 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 ❑ ❑ Q ❑ 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 ❑ ❑ ❑ R1 Section 65962.5 and, as a result, would it create a significant hazard to the public or the environment? City of Baldwin Park Page 69 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration h) Expose people or structures to a significant risk of loss, injury or death involving wildland fires, including ❑ ❑ Q ❑ where wildlands are adjacent to urbanized areas or where residences are intermixed with wildlands? A Limited Phase I Environmental Site Assessment (Phase I ESA) was completed for the project. site in July 2014 by Ecobility Corporation; refer to Appendix D. The Phase I ESA included a site assessment; consultation with relevant regulatory officials and personnel associated with the subject site and adjoining properties with knowledge of the site and its history; review of topographic maps, aerial photographs, and site photographs; review of Sanborn Fire Insurance maps, City directories and database search findings; and, a Tier I Vapor Encroachment Assessment, in order to best understand conditions onsite. Would the project: a) Create a significant hazard to the public or the environment through the routine transport, use, or disposal of hazardous materials? Determination: Less Than Significant Impact The transport, use, and/or disposal of hazardous materials can result in the accidental release of chemicals that may present a risk to the public. The transport of materials is often directly related to the uses present within a development such as industrial and manufacturing operations. The project proposes development of residential land uses that would not typically involve the routine transport or use of hazardous materials; however, during the August 2016 Page 70 City of Baldwin Parc Less Than Significant HAZARDS AND HAZARDOUS Potentially with Less Than MATERIALS - Would the project: Significant Impact Mitigation Incorporation Significant... Impact No Impact e) For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use 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, would the project result ❑ ❑ Q 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 ❑ ❑ Q ❑ where wildlands are adjacent to urbanized areas or where residences are intermixed with wildlands? A Limited Phase I Environmental Site Assessment (Phase I ESA) was completed for the project. site in July 2014 by Ecobility Corporation; refer to Appendix D. The Phase I ESA included a site assessment; consultation with relevant regulatory officials and personnel associated with the subject site and adjoining properties with knowledge of the site and its history; review of topographic maps, aerial photographs, and site photographs; review of Sanborn Fire Insurance maps, City directories and database search findings; and, a Tier I Vapor Encroachment Assessment, in order to best understand conditions onsite. Would the project: a) Create a significant hazard to the public or the environment through the routine transport, use, or disposal of hazardous materials? Determination: Less Than Significant Impact The transport, use, and/or disposal of hazardous materials can result in the accidental release of chemicals that may present a risk to the public. The transport of materials is often directly related to the uses present within a development such as industrial and manufacturing operations. The project proposes development of residential land uses that would not typically involve the routine transport or use of hazardous materials; however, during the August 2016 Page 70 City of Baldwin Parc TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis construction phase of the project, hazardous materials would be present due to the machinery used during this stage of the project. While total prevention of accidental onsite discharge of hazardous materials is not possible, activities relative to construction and operation of the proposed development are not anticipated to present substantial risk of hazard. Impacts related to routine transport of hazardous materials would be less than significant. Refer also to Appendix D for more detailed information pertaining to the findings of the Phase I ESA, including the database search. 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? Determination: Less than Significant Impact Refer to Response 4.8(a), above. Due to the nature of the proposed use (single-family residential), the project is not anticipated to 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. During the construction phase of the project, there is the possibility that hazardous materials (i.e. oil, paint, solvents, gasoline from construction vehicles and/or equipment, etc.) maybe released into the environment; however, due to the anticipated short-term construction period of the project, the risk associated with release of hazardous chemicals is considered to be less than significant. During this phase, contractors would be subject to applicable construction regulations and safety procedures in order to reduce the risk of contamination to the greatest degree possible. In the event of a hazardous materials contamination, containment and remediation of the incident would be subject to all local, State, and federal regulations. With implementation of applicable construction safety standards and hazardous materials handling requirements, project impacts related to the release of hazardous materials would be less than significant. Additionally, the Phase I ESA for the main project site (see A endix DD} was prepared in conformance with the scope and limitation of ASTM E 1527-13, Standard Practice for Environmental Site Assessments. The Phase I ESA evaluated the potential for known hazardous sites in the area to potentially affect the subject property. Review of federal, State, and local regulatory databases was performed to evaluate the project site and known or suspected sites of environmental contamination within the applicable search distance from the subject property, as specified in ASTM Standard E 1527-13. The search determined that the subject site is not listed on any federal, State, or Iocal regulatory databases. A Tier 1 assessment was conducted in general accordance with ASTM E 2600-10 relative to potential soil vapor emissions. No sites with the standard 1/3 -mile study area radius or area of concern were identified as existing or as likely existing vapor encroachment conditions relative to the project site. A Recognized Environmental Condition (REC) indicates the presence of, or likely presence of, any hazardous substances or petroleum products on a property under conditions that indicate an existing release, a past release, or a material threat of a release of any hazardous substances or petroleum products, even under conditions in compliance with laws. The term is not intended to include de miunimis conditions that generally do not present a material risk City of Baldwin Park Page 71 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration to public health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate government agencies. The identification of RECs in connection with the subject site may impose an environmental liability on owners or operators of the site, reduce the value of the site, or restrict the use or marketability of the site, and therefore, further investigation may be warranted to evaluate the scope and extent of potential environmental liabilities. Similarly, a Historic REC 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 residential use criteria established by a regulatory authority, without subjecting the property to any required control. Additionally, a Controlled Recognized Environmental Condition (CREC) is defined by ASTM as a REC resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory agency (for example, as evidenced by the issuance of a no further action letter or equivalent, or meeting risk-based criteria established by a regulatory authority), with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls (i.e., property use restriction, activity and use limitations, institutional controls or engineering controls). A condition identified as a CREC does not imply that the adequacy or continued effectiveness of the required control that has been, or is intended to be, implemented has been evaluated or confirmed. The Phase I ESA revealed no evidence of Recognized Environmental Conditions (RECs), Historical RECs (HRECs), Controlled Recognized Environmental Conditions (CRECs) or de minimis environmental conditions in connection with the subject property, with one exception. The Phase I ESA identified one site, the San Gabriel Valley Area 2 Superfund Site (SGV Area 2), which represents a regional groundwater contamination plume that is located beneath the subject property (and surrounding lands), as well as a large portion of the San Gabriel Valley. The Superfund Site is considered to be an REC to lands affected by the proposed project. The SGV Area 2 Superfund Site is one of four known regional Superfund sites addressing groundwater contamination in the San Gabriel Valley. Chemicals of concern involved with the Superfund Site include volatile organic compounds (VOCs), perchlorate, N- nitrosodimethylamine (NDMA), and 1,4 -dioxane. The SGV Area 2 is undergoing active groundwater remediation and monitoring under the regulatory guidance of the United States Environmental Protection Agency (USEPA) Region IX and the Los Angeles Regional Water Quality Control Board (LARWQCB). The proximity of the Superfund Site to the proposed project site is considered an REC to the subject property. The project would be served by the public water supply system operated by the Valley County Water District, which provides public water service to the City of Baldwin Park, and would therefore not be dependent upon groundwater. As such, the project would not require the use of groundwater supplies that may be contaminated, thereby reducing potential risk of health hazards to project residents. As the potential for identified hazardous conditions within the surrounding area to affect the project site were limited to underlying groundwater August 2016 Page 72 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis conditions, it is not anticipated that such conditions would adversely affect the property and/or the health of future residents of the Pacific Villas community. The Phase I ESA concluded that, based on the information reviewed, no further assessment of the project site is required at this time. With project compliance with relevant federal, State, and local regulations and polices pertaining to the proper handling, treatment, and disposal of potentially hazardous materials or wastes associated with the project site or surrounding properties, it is not anticipated that the project would 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. Impacts would be less than significant. 0 Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or proposed school? Determination: Less than Significant Impact Refer to Responses 4.8(a) and (b), above. Several schools are located within the vicinity of the project site and include the following: Baldwin Park High School, located approximately 0.25 mile to the northeast at 3900 N. Puente Avenue; Jones Junior High School, located approximately 0.8 mile to the southwest at 14250 E. Merced Avenue; and, Central Elementary School, located approximately 0.1 mile to the north at 14741 Central Avenue. Hazardous emissions are often defined as air toxins released from a variety of potential sources including but not limited to motor vehicles, dry cleaners, manufacturing plants and agricultural operations. Potential emissions could potentially occur at the project site due to the presence of machinery during the construction and demolition phases. Once constructed, the proposed project would consist of residential development, with associated landscaping, recreational amenities, and infrastructure improvements, which would not generally emit hazardous materials, due to their nature. During the initial construction and demolition phases, the project would be required to comply with regulations set for by the California Environmental Protection Agency. Compliance with these measures is intended to ensure the protection of air and water quality, as well as soil. contaminant levels. Through compliance with applicable Cal/EPA laws during construction and operation of the project relative to potential hazardous waste generation or release within close proximity to a school, project impacts would be less than significant. d) Be located on a site which is included on a list of hazardous materials sates compiled pursuant to Government Code Section 65962.5 and, as a result, would it create a significant hazard to the public or the environment? Determination: No Impact Refer to Responses 4.8(a) and (b), above. Government Code §65962.5 refers to the "Hazardous Waste and Substances Site List," which is a list of facilities that may be subject to the Resource Conservation and Recovery Act (RCRA) corrective action program. Platform Esther is not identified on the list prepared by the Department of Toxic Substances Control (DISC) pursuant to Government Code §65962.5. Therefore, the project site would not be located on a site which is included on a list of hazardous materials sites compiled pursuant to Government City of Baldwin Park Page 73 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration Code Section 65962.5 and, as a result, would not create a significant hazard to the public or the environment. No impact would occur. e) For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project result in a safety hazard for people residing or working in the project area? Determination: No Impact The airport nearest to the project site is the El Monte Airport, which is located approximately 4.6 miles west of the project site. The airport is under the jurisdiction of the Los Angeles County Airport Land Use Commission. According to the Los Angeles County Airport Land Use Plan El Monte Airport Map, the project site is not located within the EI Monte Airport Influence area. Therefore, no impact related to airport land use compatibility would occur. f) For a project within the vicinity of a private airstrip, would the project result in a safety hazard for people residing or working in the project area? Determination: No Impact According to the Federal Aviation. Administration (FAA) Airport Contacts Database, there are no private airstrips within the City of Baldwin Park or within two miles of the City boundary. The project is also not located within the boundary of the El Monte Airport Influence Area, located 4.6 miles west of the project site. Therefore, no impact would occur. g) Impair implementation of or physically interfere with an adapted emergency response plan or emergency evacuation plan? Determination: Less than Significant Impact The Baldwin Park Multi -hazard Functional Plan and the Baldwin Park Emergency Preparedness Plan outline emergency response actions in the event of a hazardous materials emergency. The proposed project is not anticipated to result in significant impacts to emergency response or emergency evacuation plans. Future development onsite would be subject to all applicable City ordinances and design requirements, as well as review by local police and fire protection authorities, prior to project approval, to ensure that emergency access can be adequately maintained and/or provided. No offsite roadway improvements are proposed that would interfere with emergency access, response times, or impede circulation of emergency vehicles on surrounding roadways. As such, a less than significant impact would occur. h) Expose people or structures to a significant risk of Ioss, injury or death involving wildland fires, including where wildlands are adjacent to urbanized areas or where residences are intermixed with wildlands? Determination: Less than Significant Impact The project site is located within a highly urbanized environment and is surrounded by existing development on all sides. No wildlands are located within or adjacent to the City boundaries. Therefore, the potential for significant risk of loss, injury or death involving wildland fires is considered low; however, the project would be required to meet all building and fire code requirements. City review and approval of project design plans, as well as a building inspection conducted by City building officials, would be required prior to occupancy of the development to ensure that any required design measures have been implemented with regard to reducing the potential for fire events to occur. Impacts with regard to loss, injury, or death involving wildland fires would be less than significant. August 2016 Page 74 City of Baldwin Park TTM No. 73364 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis 4.9 HYDROLOGYAND WATER QUALITY HYDROLOGY AND WATER QUALITY potentially -- Would the project: Significant impact a) Violate any water quality standards or waste discharge requirements? b) Substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table level (e.g., the production rate of pre-existing nearby wells would drop to a level which would not support existing land uses or 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? ❑M 1 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? Less Than Significant with Mitigation Incorporation 11 El n C Less Than Sip faicant Impact Q 0 No Impact El 0 ❑E ❑ Q ❑ f) Otherwise substantially degrade ❑ ❑ 21 ❑ water quality? City of Baldwin Park Page 75 August 2016 Section 4.0 Environmental Analysis TTM No. 73354 Initial Study/Mitigated Negative Declaration Less Than HYDROLOGY AND WATER QUALITY Potentially Significant Significant with Mitigation Less Than Significant -- Would the project: bnpact Incorporation Impact No Impact 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 ❑ ❑ ❑ Q 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, tsunami, or ❑ ❑ Q mudflow? Would the Project: a) Violate any water quality standards or waste discharge requirements? Determination: Less than Significant Impact Water discharge from project construction may consist of oil and grease, trash, heavy metals, and pathogens, as well as other potential pollutants. These potential discharges can be of concern for development projects, as damage to water bodies can occur. Regulation of discharges into these waters is the responsibility of the State Water Resources Control Board (SWRCB). During the demolition and grading phase of the project, potential runoff into the surrounding drainage system could cause sediment, oil, and other construction debris to contaminate downstream water bodies. The SWRCB has adopted General Permit number CAS000002- Waste Discharge Requirements for Discharges of Storm Water Runoff Associated with Construction Activity (General Permit). This permit applies to most construction -related runoff within the State. The General Permit requires that all grading permits for projects over one acre are required to submit a Stormwater Pollution Prevention Plan (SWPPP) that outlines best Management Practices (BMPs) that will be used on the project site to keep all sediment resulting from grading activities contained on the project site. The SWPPP for the proposed project would be submitted to the Regional Water Quality Control Board Los Angeles Division. The implementation of the SWPPP would reduce the potential runoff associated with construction activities. August 2016 Page 76 City of Baldwin Paris TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis Once constructed, the residential project site would be required to develop and comply with a Water Quality Management Plan (WQMP) in order to reduce potential runoff and erosion to the greatest degree possible on the project site. Through compliance with the SWPPP during the construction phase, and WQMP during the operational phase, project impacts would be less than significant. b) Substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a dowering of the local groundwater table Ievel (e.g., the production rate of pre-existing nearby wells would drop to a Ievel which would not support existing land uses or planned uses for which permits have been granted)? Determination: Less than Significant .Impact The project is located within the service boundaries of the Valley County Water District (VCWD). The VCWD serves the Cities of Azusa, Duarte, Irwindale, West Covina, and Baldwin Park. According to the VCWD 2013 Water Master Plan, the District as of 2012 had a demand of 8,098 AFY and projects that demand will rise to 9,846 AFY by 2035. The district obtains water from a variety of sources including imported water from Covina Irrigation Company, Main San Gabriel Basin Groundwater, and emergency water from the Upper San Gabriel Valley Municipal Water District. According to the Water Master Plan, the VCWD anticipates that the district population will increase from 69,784 (2010) to 75,978 (2035). According to the California Department of Finance City/County Population and Housing Estimates (as of January 1, 2016), the number of persons per household (pph) is estimated to be approximately 4.46 for the City of Baldwin Park. 13 The project would allow for fixture construction of 47 single-family detached residential dwelling units, which could result in a population increase of approximately 210 persons, using the rate of 4.46 pph. According to the projected total population for the District by the year 2030, the addition of the additional 210 residents who would live in the proposed project would not substantially increase water demand for the district to a level that the district could not meet with the current water distribution infrastructure. The proposed project would also require the installation of new impervious surfaces which could increase runoff on the project site and may lead to a decrease in the amount of water recharged to the groundwater system within the project site; however, due to the small size of the project (3.6 acres), and the fact that the project design includes pervious, landscaped areas (refer to Fi re 5A Cons tuad Landscape Plan and Fi re 5B Conc tuaI Landscape Desi Details), the project is not anticipated to substantially deplete groundwater supplies or interfere substantially with groundwater recharge. Impacts would be less than significant. Therefore, impacts related to the depletion of groundwater supplies and the interference of groundwater recharge would be less than significant. 13 California Department of Finance, Table 2: E-5 Population and Housing Estimates for Cities, Counties, and the State, 2011- 2016, with 2010 Census Benchmark (updated January 1, 2016). http:/lwww.dof.ce.gov/Forecasting/Demographics/Eslmates/E-5/. Accessed July 19, 2016. City of Baldwin Paris Page 77 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial StudylMitigated Negative Declaration 0 SubstantialIy 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? Determination: Less Than Significant Impact The proposed project site is generally flat and does not contain any substantial natural drainage features, such as a stream or river. Under current conditions, runoff from the project ultimately discharges into existing drainage facilities located within Pacific Avenue. The project proposes installation of new onsite drainage and stormwater infrastructure that would collect any onsite runoff allow it to infiltrate onsite soils anal/or be treated onsite and discharged to the existing storm drain in Pacific Avenue. In order to ensure that sediment would not enter the onsite system, preparation of an Erosion Control Plan would be required by the City, prior. to commencement of construction on the project site. Therefore, with consideration for the disturbed nature of the project site and the proposed use of onsite and offsite stormwater infrastructure, impacts related to alteration of existing drainage pattems would be less than significant. 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? Determination: Less than Significant Impact As noted above, the main project site is undeveloped and is relatively flat. Onsite grading would be limited to approximately 2,400 c.y. of balanced cut -and -fill and would not substantially change the existing topography of the site. The project site does not contain any naturally occurring water features such as streams or rivers. The project would be required to develop a Water Quality Management Plan as well as a SWPPP prior to the beginning of construction. Integrated landscaping onsite would also allow for infiltration and would minimize the potential for runoff from the property; refer to Fi re 6 Cort= tual LandgQm Plan. Additionally, onsite improvements for stormwater treatment (Le. stormwater chamber, etc.) are proposed for onsite retention and treatment of stormwater; refer to FiQureA. Tentative Tract Man. As such, the project would have a less than significant impact related to flooding on- and offsite. e) 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? Determination: Less Than Significant Impact Refer to Responses 4.9(a) and (d), above. The proposed project includes construction of 47 residential dwelling units, access drives, and other surfaces that would increase the impervious surface area onsite as compared to the existing condition. Project construction would not result in an increase in stormwater runoff from the site. The project has been designed to facilitate infiltration of runoff in onsite landscaped areas and through improvements for stormwater retention onsite; refer to Figure 4A and Figures Due to the minimal runoff anticipated for the project site and the use of design elements to improve infiltration of water onsite, substantial polluted runoff would not occur as a result of the project. Therefore, impacts would be less than significant. August 2016 Page 78 City of Baldwin Park TFM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis J) Otherwise substantially degrade water quality? Determination: Less Than Significant Refer to the responses provided in 4.9(a) and 4.9(e), above. The proposed project would have a less than significant impact gelated to 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? Determination: No Impact The main project site and the five parcels affected by the project are not located within a FEMA Flood Insurance Rate Map (FIRM) 100 -Year Flood zone [per Flood Insurance Rate Map 06037CI700F, dated September 26, 2005, as published by the Federal Emergency Management Agency (FEMA)]. The affected lands are designated as Zone X, which is the designation for areas outside of the 500 year floodplain. As such, no impact would occur. h) Place within a 100 -year flood hazard area structures which would impede or redirect flood flows? Determination: No Impact Refer to response 49(g) above. The project is not Iocated within a 100 -year floodplain. As such, the project would not place structures within the 100 -year floodplain. No impact would occur. 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? Determination: Less than Significant Impact As noted in response 49(h) above, the project site (and the five affected surrounding parcels) are not located within a 100- or 500 -year floodplain, and as such, flooding as a result of heavy storm flows resulting in loss, injury, or death is of low risk; however, due to the seismic activity within the San Gabriel Valley, concerns related to potential dam or levee failure are a reality for the project site. According to the Baldwin Park General Pian, failure of the Santa Fe Dam, located along the San Gabriel River to the north of the City, could lead to flooding within the City which could reach a maximum of 12 feet of water within the areas closest to the Dam; however, the project site is located south of the dam, and therefore, flood risk and severity are substantially lower (General Plan, PS -6). Although the risk of flooding as a result of the failure of the Santa Fe Dam is possible, the performance of the dam in past seismic events and the limited time that dam contains water throughout the year reduces this risk greatly (General Plan, PS -4). Therefore, impacts will be less than significant. j) Inundation by seiche, tsunami, or mudflow? Determination: No Impact The project site is located approximately 25 miles from the nearest coastline. This greatly reduces the potential for impacts relates to seiche and tcnnan,;. The City of Baldwin Park is not included in the California Department of Conservation Los Angeles County Tsunami Inundation Map. Continuing, the location of the project site several miles east of the ocean reduces the risk of inundation resulting from seiche. Due to the relatively flat topography and urban development in the vicinity of the project site, inundation as a result of mudflow is of low risk for the project site. Therefore, impacts would not occur. City of Baldwin Park Page 79 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial StudylMitigated Negative Declaration 4.10 LAND USE AND RELEVANT PLANNING Less Than Significant LAND USE AND PLANNING - Would Potentially Significant with Mitigation Less Than Significant the project: Impact Incorporation Impact No impact a) Physically divide an established ❑ ❑ ❑ community? b) Conflict with any applicable land use plan, policy, or regulation of an agency with jurisdiction over the project (including, but not limited to the general ❑ ❑ � ❑ plan, specific plan, local coastal program, or zoning ordinance) adopted for the purpose of avoiding or mitigating an environmental effect? c) Conflict with any applicable habitat ❑ ❑ El Q conservation plan or natural community conservation plan? Would the Project: a) Physically divide an established community? Determination: Less Than Significant Impact The main project site is comprised of approximately 3.2 acres (four parcels total) and is presently vacant and highly disturbed. To the northwest, the main site is bordered by a large- scale multi -family residential complex. To the north/northeast, single-family residential uses are present. To the east/southeast are single-family residential uses and a church. Pacific Avenue borders the main project site to the southwest, with single-family and multi -family residential uses present along the roadway within the vicinity. Several small-scale commercial uses (i.e., gas stations, retail stores) are also present further to the southeast along Pacific Avenue. The project would also affect five additional parcels as a result of the proposed GPA/rezone. As no physical development is proposed on these lands, the project would not result in a division of an established community with regard to these properties. The proposed project would be an infill development for the community that would be surrounded by existing urban development. The General Plan identifies Pacific Avenue within proximity of the project site as a Collector roadway. Along its length, the corridor supports a variety of residential and commercial land uses. The project would allow for a zone reclassification and General Plan land use change that would allow for future residential development onsite, consistent with existing zoning and General Plan land use on adjoining properties. As such, the proposed project is not anticipated to result in a land use that would cause a physical division within the community, August 2016 Page 80 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis and instead, would allow for future development consistent with surrounding lands. Development of the proposed project would not divide any existing established development in the surrounding area, as all development would occur onsite within the project boundaries. Additionally, the project does not propose the construction of any new roadways that could create a physical barrier or restrict existing circulation patterns. Therefore, the proposed project will not physically divide an established community. The project will result in a less than significant impact with regard to physical division of a 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, local coastal program, or zoning ordinance) adopted for the purpose of avoiding or mitigating an environmental effect? Determination: Less than Significantlmpact The project is located in the City of Baldwin Park and is therefore subject to compliance with the City's adopted plans, policies and regulations. The project site is not within the boundaries of an adopted local coastal program, and therefore, is not subject to such regulations. The project would involve a GPA and ZC to change the existing land use designations and zoning classifications of five additional parcels in the surrounding area; refer to j & 1-1 Existingl� Zoning and General Plan Land Use which identifies the existing and proposed land use designations and zoning classifications for all parcels affected by the proposed project. As stated above, no physical development on these five parcels would occur with the project, and conditions on these properties would remain the same as under current conditions. These five parcels are not part of the Specific Plan prepared for the Pacific Villas project. Although the project requires City approval of a GPA and ZC, the project would be considered consistent with the City's General Plan and Municipal Code with City approval. Additionally, the project would be subject to all requirements and development guidelines as provided in the Pacific Villas Specific Plan prepared for the project. The Specific Plan would allow the main project site to be developed in accordance with the City's adopted General Plan, Single -Family Residential Design Guidelines, and the City's Municipal Code, or as otherwise proposed with the Specific Plan and approved by the City through the discretionary process. As such, project conformance with the Specific Plan would ensure compliance with the above-mentioned regulations, and no conflict would occur. Therefore, the project would not conflict with any applicable land use plan, policy, or regulation of an agency with jurisdiction over the project adopted for the purpose of avoiding or mitigating an environmental effect. A less than significant impact would occur. c) Conflict with any applicable habitat conservation plan or natural community conservation plan? Determination: No Impact Baldwin Park is not within the jurisdiction of any habitat conservation plan, natural community conservation plan, or any other approved local, regional, or State habitat conservation plan. The closest designated habitat conservation area is a County of Los City of BaldvAn Park Page 81 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial StudylMitigated Negative Declaration Angeles Significant Ecological Area (SEA) (Area #19, San Gabriel Canyon).14 The SEA is located approximately 1.8 miles to the north of the project site. Therefore, the proposed project would not result in an impact with regard to conflict with an adopted conservation plan. No impact would occur. b) Result in the loss of availability of a locally-importaxit mineral resource r� recovery site delineated on a local ❑ ❑ �I ❑ general plan, specific plan or other land use plan? 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? Determination: Less Than Significant Impact The State Mining and Geology Board (SMGB) establishes Mineral Resources Zones (MRZs) to designate lands that contain mineral deposits. The classifications used by the State to define MRZs are as follows: ■ MRZ-1: Areas where the available geologic information indicates no significant likelihood of significant mineral deposits. ■ MRZ-2a: Areas where the available geologic information indicates that there are significant mineral deposits. ■ MRZ-2b: Areas where the available geologic information indicates that there is a likelihood of significant mineral deposits. ■ Nd Z -3a: Areas where the available geologic information indicates that mineral deposits exist. However, the significance of the deposit is undetermined. 14 Los Angeles County Department of Regional Planning_ General Plan 2635. Conservation and Natural Resources Element. Figure 9.3, Significant Ecological Areas and Coastal Resources Areas. Adopted October 6, 2015. httg'i/glennin .Runty ovlassetslunl/L).ro'ect/gp_2035 2014 -FIG 9-3 significant ecological areas.r) Accessed March 7, August 2016 Page 82 City of Baldwin Park Less Than Significant MINERAL RESOURCES -- Would the Potentially with Less Than project. Significant Mitigation Significant Impact Incorporation Impact No Impact a) Result in the loss of availability of a known mineral resource that would be ❑ ❑ E ❑ of value to the region and the residents of the state? b) Result in the loss of availability of a locally-importaxit mineral resource r� recovery site delineated on a local ❑ ❑ �I ❑ general plan, specific plan or other land use plan? 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? Determination: Less Than Significant Impact The State Mining and Geology Board (SMGB) establishes Mineral Resources Zones (MRZs) to designate lands that contain mineral deposits. The classifications used by the State to define MRZs are as follows: ■ MRZ-1: Areas where the available geologic information indicates no significant likelihood of significant mineral deposits. ■ MRZ-2a: Areas where the available geologic information indicates that there are significant mineral deposits. ■ MRZ-2b: Areas where the available geologic information indicates that there is a likelihood of significant mineral deposits. ■ Nd Z -3a: Areas where the available geologic information indicates that mineral deposits exist. However, the significance of the deposit is undetermined. 14 Los Angeles County Department of Regional Planning_ General Plan 2635. Conservation and Natural Resources Element. Figure 9.3, Significant Ecological Areas and Coastal Resources Areas. Adopted October 6, 2015. httg'i/glennin .Runty ovlassetslunl/L).ro'ect/gp_2035 2014 -FIG 9-3 significant ecological areas.r) Accessed March 7, August 2016 Page 82 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis ■ MRZ-3b: Areas where the available geologic information indicates that mineral deposits are likely to exist. However, the significance of the deposit is undetermined. ■ MRZ-4: Areas where there is not enough information available to determine the presence or absence of mineral deposits. As stated in the City of Baldwin Park General Plan Final Program ETR, since 1982, all of Baldwin Park has been designated by the State Geologist as a Mineral Resource Zone 2 (MRZ- 2) where "adequate information indicates that significant mineral deposits are present or where it is judged that a high likelihood for their presence exists." This designation also applies to substantial acreage throughout the adjacent cities of Azusa and Irwindale, where active surface mining operations are present. Such areas contain aggregate resources, commonly known as gravel, which is considered to be an important construction material; however, as the City of Baldwin Park is nearing buildout, the areas containing significant mineral resources are largely developed. As stated above, a significant impact on mineral resources would occur if a project were to result in a loss of availability of a known mineral resource of value to the region or the State. Implementation of the proposed project may therefore have the potential to impact mineral resources, due to the MRZ-2 classification. As stated in the General. Plan Final Program EIR, "given the MRZ-2 designation and the active extraction activities in surrounding areas, it is highly likely that mineral resources exist in the City of Baldwin Park;" however, the EIR also states that "the City is largely built out with urban uses that are incompatible with mineral extraction and/or surface mining activities." Additionally, General Plan policy does not provide for mining activities to occur within the City. The General Plan final Program EIR indicates that because mining use is not required by any applicable State law or local ordinance, and because in a regional context, potential mineral resources in the City are limited in extent and are largely inaccessible due to urbanization, impacts on aggregate resources are not considered to be significant. The proposed project would be required to comply with applicable State and local regulations relative to mineral resources, as applicable to development of the subject site; however, due to the above reasons, project impacts on mineral resources are considered to be less than significant 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? Determination: Less Than Significant Impact Refer to Response 4.11(a), above. Due to existing conditions onsite and within the City of Baldwin Park, the proposed project would not result in the loss of availability of a locally important mineral resource recovery site delineated on the General Plan, Specific Plan, or other land use plan. Impacts would be less than significant. City of Baldwin Park Page 83 August 2016 TTM No. 73364 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration 4.12 NOISE Less Than Significant Potentially , with Less Than Sigdficant Mitigation Significant NOISE — Would the project result in: Impact Incorporation Impact No Impact a) Exposure of persons to or generation of noise levels in excess of standards established in the local general plan or ❑ Q ❑ ❑ noise ordinance, or applicable standards of other agencies? b) Exposure of persons to or generation ❑ ❑ R1 ❑ of excessive ground borne vibration or ground -borne 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 ❑ ❑ Q ❑ project vicinity above levels existing without the project? e) For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a ❑ ❑ ❑ Q public airport or public use 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, would the project expose ❑ ❑ ❑ Q people residing or working in the project area to excessive noise levels? Sound is mechanical energy transmitted by pressure waves in a compressible medium such as air, and is characterized by both its amplitude and frequency (or pitch). The human ear does not hear all frequencies equally. In particular, the ear de-emphasizes low and very high frequencies. To better approximate the sensitivity of human hearing, the A -weighted decibel scale (dBA) has been developed. On this scale, the human range of hearing extends from approximately three dBA to around 140 dBA. August 2016 Page 84 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis Noise is generally defined as unwanted or excessive sound, which can vary in intensity by over one million times within the range of human hearing; therefore, a logarithmic scale, known as the decibel scale (dB), is used to quantify sound intensity. Noise can be generated by a number of sources, including mobile sources such as automobiles, trucks, and airplanes, and stationary sources such as construction sites, machinery, and industrial operations. Noise generated by mobile sources typically attenuates (is reduced) at a rate between 3 dBA and 4.5. dBA per doubling of distance. The rage depends on the ground surface and the number or type of objects between the noise source and the receiver. Hard and flat surfaces, such as concrete or asphalt, have an attenuation rate of 3 dBA per doubling of distance. Soft surfaces, such as uneven or vegetated terrain, have an attenuation rate of about 4.5 dBA per doubling of distance. Noise generated by stationary sources typically attenuates at a rate between 6 dBA and about 7.5 dBA per doubling of distance. There are a number of metrics used to characterize community noise exposure, which fluctuate constantly over time. One such metric, the equivalent sound level (L�!q), represents a constant sound that, over the specified period, has the same sound energy as the time -varying sound. Noise exposure over a longer period of time is often evaluated based on the Day -Night Sound Level (Ldn or DNL). This is a measure of 24-hour noise levels that incorporates a 10- dBA penalty for sounds occurring between 10:00 p.m. and 7:00 a.m. The penalty is intended to reflect the increased human sensitivity to noises occurring during nighttime hours, particularly at times when people are sleeping and there are lower ambient noise conditions. Typical Lan noise levels for light and medium density residential areas range from 55 dBA to 65 dBA. CITY OF BALDWIN PARK General Plan The Noise Element of the City of Baldwin Park 2020 General Pian adopted standards for noise compatibility for land uses. The guidelines categorize the land uses in terms of community noise exposure; refer to Table 4.12-1, Noise and band Use Cornpattibrlitu. The guidelines are intended to be used as one of the many factors used in the land use planning process. Table 4.12.7 Noise and Land Use Com atibili -� Land Use Categories un►aCent CMiifibnity Nessa EqY. 55 '. 60 B§ ; 7D, 75 ; ` SO , `85. ; Residential - Single Family, Mufti -Family, Duplex A A B B C Residential - Mobile Homes A A B C C Transient Lodging - Motels, Hotels A A B B C C Schools, Libraries, Churches, Hospitals, Nursing Homes A A B C C Auditoriums, Concert Halls, Amphitheater, Meeting Halls B B C C 77777 Sports Arenas, Outdoor Spectator Sport, Amusement Parks A A A B B Playgrounds, Neighborhood Paries A A A B C '. Golf Courses, Riding Stables, Cemeteries A A A A B C C Office and Professional Buildings I A I A I A B B C Commercial Retail, Banks, Restaurants, Theaters I A A I A A B B City of Baldwin Park Page 85 August 2016 Section 4.0 Environmental TTM No. 73354 Initial Study/Mitigated Negative Declaration Table 4.12-1, continued Community Noise Equivalent.Leyel Ckl- Land Use Categories 55 60 65 70 75 80 . 85 Industrial, Manufacturing, Utilities, Wholesale, Service Stations A A A A B B B Agriculture A A A A A A A Zone A - Clearly Compatible - Specified land use is satisfactory, based upon the assumption that any buildings involved are of normal conventional construction without any special noise insulation requirements. Zone B - Conditionally Acceptable - New construction or development should be undertaken only after detailed analysis of the noise reduction requirement is made and needed noise insulation features in the design are determined. Conventional construction, with closed windows and fresh air supply systems or air conditioning, will normally suffice. Zone C - Normally Incompatible - New construction or development should generally be discouraged. if new constriction or development does proceed, a detained analysis of noise reduction requirements must be made and needed noise insulation features included in the design. Shaded areas - Shaded areas indicate new construction or development should generally not be undertaken. Source: City of Baldwin Park, City of Baldwin Park 2020 General Plan Noise dement, 2402, htt :llcdmi6255.contentdm.ocic.or odmlrefleollecfionl 266301 cc 2rd1867 Accessed February 25, 2016 According to the City's Noise Element, freeways, roadways, railroads, and stationary sources, such as large commercial centers, industrial locations, and rock quarries, are the principal noise sources in the City. Code of Ordinances The City's standards for governing environmental noir: are set forth in Chapter 130 (General Offenses, Noise Control) of the City of Baldwin Park Code of Ordinances. The City of Baldwin Park Code of Ordinances, Section 130.37(E), Special Noise Sources (Construction of Buildings and Projects) provides exception to noise during construction of buildings and projects; "It is unlawful for any person within a residential zone, or within a radius of 500 feet therefrom, to operate equipment or perform any outside construction or repair work on buildings, structures, or projects or to operate any pile driver, power shovel, pneumatic hammer, derrick, power hoist, or any other construction type device (between the hours of 7:00 p.m. of one day and 7:00 a.m. of the next day) in such a manner that a reasonable person of normal sensitiveness residing in the area is caused discomfort or annoyance unless beforehand a permit therefore has been duly obtained from the Department of Public Works. No permit shall be required to perform emergency work as defined in Section 130.31." Additionally, the City has defined ambient base noise levels within designated zones; refer to Table 4.12-2. Cittr of Baldwin Park Code of Ordinances Noise Standards. Table 4.12-2 City of Baldwin Paris Exterior noise Standards Zane` `AllovuaW.Use Level(dBA).,Tirrie, Residential 55 dBA 7 a.m. - 7 p.m. Da Residential 50 dBA 7 p.m. -10 p.m.(Evening) Residential 45 dBA 10 p.m. - 7 a.m. (Night) Commercial 65 dBA 7 a.m. -10 p.m. ( Day and Evening) Commercial 55 dBA 7 p.m. - 7 a.m. (Night) Industrial 65 dBA Anytime Source: City of Baldwin Park, Chapter 153: Zoning Code. hthzs:]A&ww.bald W npark.eomldocc-sidemenu/communibAevelopontil)lannino/zoning-code-individual-elements/42&153-140- armance -`-ndgdOle. Accessed June 3, 2016. , August 2016 Page 86 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis EXISTING CONDITIONS Stationary Sources The project area is located within an urbanized area. The primary sources of stationary noise in the project vicinity are urban -related activities (i.e., mechanical equipment, residential/retail areas, parking areas, and pedestrians). The noise associated with these sources may represent a single -event noise occurrence, short-term, or long-term/continuous noise. Mobile Sources The majority of the existing mobile noise in the project area is generated from vehicle sources along Pacific Avenue. NOISE MEASUREMENTS In order to quantify existing ambient noise levels in the project area (vicinity of the project site), two :noise measurements were taken on February 24, 2016; refer to Table 4.12-3, Noise Measurements. The noise measurement sites were representative of typical existing noise exposure within and immediately adjacent to the project site. Ten-minute measurements were taken, between 1:40 p.m. and 2:10 p.m. Short-term (Leq) measurements are considered representative of the noise levels throughout the day. Table AL 12.3 Noise Measurements Jife'° ��, �� (���� 'i $ � R I?ed 156.7 Residential area adjoining the project site to the 34.4 71.0 72.0 1:40 p.m. northeast deremie Street 2 Residential area adjoining the project site to the 68.1 48.6 82.1 98.8 1:56 p.m. southwest Pacific Avenue} Source: Michael Baker Intematlonal, Febmary 24, 2016. ■ Measurement Site 1 was located in the residential area adjoining the northeast corner of the project site on Jeremie Street. Sources of peak noise included local landscaping activities and residents talking. The noise level monitored at Site 1 was 56.7 dBA L.9. ■ Measurement Site 2 was located at the southwest corner of the project site near the adjoining residential area (Cambridge West Condominiums) on Pacific Avenue; approximately 150 feet from Big Dalton Avenue. Source of peak noise included street traffic on Pacific Avenue and dogs barking at the Cambridge West Apartments. The noise level monitored at Site 2 was 68.1 dBA Lq. Meteorological conditions were sunny and clear skies, warm temperatures, with light wind speeds (0 to 5 miles per hour), and low humidity. Noise monitoring equipment used for the ambient noise survey consisted of a Brdel & Kjaer Hand-held Analyzer Type 2250 equipped with a Type 4189 pre -polarized microphone. The monitoring equipment complies with applicable requirements of the American National Standards Institute (ANSI) for Type I City of Baldwin Paris Page 87 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration (precision) sound level meters. The results of the field measurements are included in Appendix E, Noise Data. 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? Determination: Less Than Significant Impact With Mitigation Incorporated. It is difficult to specify noise levels that are generally acceptable to everyone; noise that is considered a nuisance to one person may be unnoticed by another. Standards may be based on documented complaints in response to documented noise levels, or based on studies of the ability of people to sleep, talk, or work under various noise conditions. However, all such studies recognize that individual responses vary considerably. Standards usually address the needs of the majority of the general population. SHORT-TERM CONSTRUCTION Construction of the proposed project would occur over approximately 24 months and would include site preparation, grading, paving, construction of single family homes, and the application of architectural coatings. Ground borne noise and other types of construction - related noise impacts would typically occur during excavation activities of the grading phase. This phase of construction has the potential to create the highest levels of noise. Typical noise levels generated by construction equipment are shown in Table 4.12-4, Maximum Noise Levels Generated by Construction Equipment. It should be noted that the noise levels identified in Taixle 4.12-4 are maximum sound levels (L..), which are the highest individual sound occurring at an individual time period. Operating cycles for these types of construction equipment may involve one or two minutes of full power operation followed by three to four minutes at lower power settings. Other primary sources of acoustical disturbance would be due to random incidents, which would last less than one minute (such as dropping large pieces of equipment or the hydraulic movement of machinery lifts). Table 4.124 Maximum Noise Levels Generated by Construction Equipment 1' of>cquilpment .. Acoustical Use. Factorq:.. , l at 50 Feet d13A Concrete Saw 20 90 Crane 16 81 Concrete Mixer Truck 40 79 Backhoe 40 78 Dozer 40 82 Excavator 40 81 Forklift 40 78 Paver 50 77 Pile Driver (impact) 20 101 Pile Driver sonic 20 96 Roller 20 80 Tractor 40 84 Water Truck 40 80 Grader 40 85 General Industrial Equipment 50 85 August 2016 Page 88 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis cable 4.12-9, Notes 1 Acoustical Use Factor (percent); Estimates the fraction of time each piece of oonstruction equipment is operating at full power (i.e., its loudest condition) duHng a construction operation._ Source: Federal Highway Administration, Roadway Construction Norse Mode!FHWA-HEP 05-054 , January 2006. It is anticipated that construction activities would occur between the hours of 7:00 a.m. and 7:00 p.m., Monday through Saturday, and are less likely to occur on Sundays and holidays. Additionally, all construction activities would be required to comply with the current City's General Plan, noise ordinance and applicable state and federal regulations. Construction would occur throughout the project site and would not be concentrated or confined in the area directly adjacent to sensitive receptors. It should be noted that the noise levels depicted in Table 4.12-4 are maximum noise levels, which would occur sporadically when construction equipment is operated in proximity to sensitive receptors. Given the sporadic and variable nature of proposed project construction and the implementation of noise limits specified in the Code of Ordinances, noise impacts would be reduced to a less than significant level. Additionally, to further reduce the potential for noise impacts and nuisances, Mitigation Measure NOI-1 would be implemented to incorporate best management practices during construction. Implementation of Mitigation Measure NOI-1 would further minimize impacts from construction noise as it requires construction equipment to be equipped with properly operating and maintained mufflers and other state required noise attenuation devices. Thus, with mitigation, a less than significant noise impact would result from construction activities. LONG-TERM OPERATIONAL IMPACTS Off -Site Mobile Noise Implementation of the proposed project would result in additional traffic on adjacent roadways, thereby increasing vehicular noise in the vicinity of existing and proposed land uses. According to the 2013 California Department of Transportation (Caltrans) Technical Noise Supplement to the Traffic Noise Analysis Protocol, doubling of traffic on a roadway would result in an increase of 3 dB. The 447 daily trips generated by the project would be nominal compared to the vehicle capacity of Pacific Avenue (a collector road with an allowed traffic volume of 27,500 vehicles per day; City of Baldwin Park 2020 General Plan, 2002) and would not result in a perceptible increase of traffic noise levels. Therefore, a less than significant impact would occur in this regard. On -Site Mobile Noise The proposed project includes 47 single family residential units. The project site is located in a mostly developed residential area. Further, the project would generate 447 daily trips, and would be similar to the noise environment similar in the existing area (residential). Therefore, on-site traffic noise would not generate substantial noise levels in exceedance of City Standards, and a less than significant impact would occur. City of Baldwin Park Page 89 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial StudylMitigated Negative Declaration Stationary Noise Impacts The project proposes 47 residential dwelling units. Noise that is typical of residential areas includes children playing, pets, amplified music, mechanical equipment such as heating, ventilation, and air conditioning (HVAC) units used on-site, car repair, and home repair; typical of the surrounding residential area. Noise from residential stationary sources would primarily occur during the "daytime" activity hours. Noise impacts to surrounding uses associated with implementation of the proposed project are anticipated to be less than significant. MITIGATION MEASURES: N0I-1 Prior to Grading Permit issuance, the Project Applicant shall demonstrate, to the satisfaction of the Baldwin Park Public Works Department that the project complies with the following: ■ Construction contracts specify that all construction equipment, fixed or mobile, shall be equipped with properly operating and maintained mufflers and other state required noise attenuation devices. ■ Property owners and occupants located within 200 feet of the project boundary shall be sent a notice, at least 15 days prior to commencement of construction of each phase, regarding the construction schedule of the proposed project. A sign, legible at a distance of approximately 50 feet shall be posted at the project construction site. All notices and signs shall be reviewed and approved by the City of Baldwin Park Planning Department, prior to mailing or posting and shall indicate the dates and duration of construction activities, as well as provide a contact name and a telephone number where residents can inquire about the construction process and register complaints. • The Contractor shall provide evidence that a construction staff member will be designated as a Noise Disturbance Coordinator and will be present onsite during all construction activities. The Noise Disturbance Coordinator shall be responsible for responding to any local complaints about construction noise_ When a complaint is received, the Noise Disturbance Coordinator shall notify the City within 24 -hours of the complaint and determine the cause of the noise complaint (e.g., starting too early, bad muffler, etc.) and shall implement reasonable measures to resolve the complaint, as deemed acceptable by the Public Works Department. All notices that are sent to residential units immediately surrounding the construction site and all signs posted at the construction site shall include the contact name and the telephone number for the Noise Disturbance Coordinator. ■ Construction noise reduction methods shall be used where feasible. These reduction methods include shutting off idling equipment, installing August 2016 Page 90 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis temporary acoustic barriers around stationary construction noise sources, maximizing the distance between construction equipment staging areas and occupied residential areas, and electric air compressors and similar power tools. ■ Construction haul routes shall be designed to avoid noise sensitive uses (e.g., residences, convalescent homes, schools, churches, etc.), to the extent feasible. ■ During construction, stationary construction equipment shall be placed such that emitted noise is directed away from sensitive noise receptors. b) Exposure of persons to or generation of excessive ground -borne vibration or ground -borne noise levels? Determination: Less Than Significant Impact SHORT-TERM CONSTRUCTION Project construction can generate varying degrees of ground borne vibration, depending on the construction procedure and the construction equipment used. Operation of construction equipment generates vibrations that spread through the ground and diminish in amplitude with distance from the source. The effect on buildings located in the vicinity of the construction site often varies depending on soil type, ground strata, and construction characteristics of the receiver building(s). The results from vibration can range from no perceptible effects at the lowest vibration levels, to low rumbling sounds and perceptible vibration at moderate levels, to slight damage at the highest levels. Ground borne vibrations from construction activities rarely reach levels that damage structures. The Federal Transit Administration (FTA) has published standard vibration velocities for construction equipment operations—In general, the FTA architectural damage criterion for continuous vibrations (i.e., 0.20 inch/second) appears to be conservative. The types of construction vibration impact include human annoyance and building damage. Human annoyance occurs when construction vibration rises significantly above the threshold of human perception for extended periods of time. Building damage can be cosmetic or structural. Typical vibration produced by construction equipment is illustrated in Table 4.12- 5. Typical Vibration Leveler Construction EgyiMgnf. Table 4.12-5 Tvniral Vibration Lavals for Construction Eauinment Equipment Appro�antate:peakpartrcle 1 proxurtatepeatcpaEtrcie �Appro�ur FeaI�Partrcle veloci #25,feet (itilsec veloci . at 20 feet, inlsec . ; : velocity c-15 feet inli*y Large bulldozer 0.089 0.124 0.191 Loaded trucks 0.076 0.106 0.164 Small bulldozer 0.003 0.004 0.006 Jackhammer 0.035 1 0.049 0,075 1 Federal Transit Adrriinistralion, Transit Noise and Vibration Impact Assessment Guidelines, May 2006. Table 12-2. 2 Galculated using the following formula: PPV eq* = PPVmrx (2510)'-5 where: PPV (equip) = the peak particle velocity in intsec of the equipment adjusted for the distance; PPV (rely = the reference vibration level in in/sac from Table 12-2 of the FTA Transit Noise and Wbration Impact Assessment Guidelines, D = the distance from the equipment to the receiver Source: Federal Transit Administration, Transit Noise and Vibration Impact Assessment Guidelines, May 2006. Table 12-2. City of Baldwin Park Page 91 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration Ground -borne vibration decreases rapidly with distance. As indicated in Table 4.12-5, based on the FTA data, vibration velocities from typical heavy construction equipment operation that would be used during project construction range from 0.003 to 0.089 in/sec peak particle velocity (PPV) at 25 feet from the source of activity. The nearest sensitive receptors (residential uses to the northwest) are located approximately 15 feet from the grading and construction activity. With regard to the proposed project, ground -borne vibration would be generated primarily during grading activities on-site. As noted in Table 4.12-5, vibration at 15 feet would range from 0.006 to 0.191 PPV. Therefore, vibration from construction activities experienced at the nearest sensitive receptors (residences to the northwest) would be below the 0.20 inch - per -second PPV significance threshold. Because the project area is relatively flat, grading activities are considered to be minimal and short in duration. Therefore, vibration impacts would be less than significant. LONG-TERM OPERATIONAL IMPACTS The project proposes 47 single family residential units that would not generate ground -borne vibration that could be felt at surrounding uses. The proposed project would not involve railroads or substantial heavy truck operations, and therefore would not result in vibration impacts at surrounding uses. No impact would occur in this regard. c) A substantial permanent increase in ambient noise' levels in the project vicinity Above Ievels existing without the project? Determination: Less Than Significant Impact. Refer to Response 4.12(a). Less than significant impacts would occur in this regard. d) A substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the project? Determination: Less Than Significant Impact. Refer to Response 4.12(a) and 4.12(b). Less than significant impacts would occur in this regard. e) For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels? Determination: No Impact. The nearest airport to the project site is the E1 Monte Airport located approximately 4.6 miles to the west. The proposed project is not located within an airport land use plan. Therefore, project implementation would not expose people residing or working in the project area to excessive noise levels associated with aircraft. No impacts would occur in this regard. fj For a project within the vicinity of a private airstrip, would the project expose people residing or working in the project area to excessive noise Levels? Determination: No Impact. The project site is not located within the vicinity of a private airstrip or related facilities. Therefore, no impacts would occur in this regard. August 2016 Page 92 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis 4.13 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 (or example, through extension of roads or other infrastructure)? Determination: Less than Significant Impact According to the California Department of Finance City/County Population and Housing Estimates (as of January 1, 2016), the number of persons per household (pph) is estimated to be approximately 4.46 for the City of Baldwin Park.15 The Department of Finance indicates that overall population for the City is 74,738 (as of January 1, 2016).16 The project would allow for future construction of 47 single-family detached residential dwelling units, which could result in a population increase of approximately 210 persons, using the rate of 4.46 pph. The project would therefore result in an increase in the City's population of approximately 0.28%, which is not considered to be a substantial. The project would contribute to a minor increase in population growth, but not above the City's General Plan estimated year 2020 buildout projection of 84,885 persons. Therefore, the proposed project would not induce substantial population growth above that which is already approved and planned for by the City. As a result, a less than significant impact would result. 15 California Department of Finance, Table 2: E-5 Population and Housing Estimates for Cities, Counties, and the State, 2011- 2016, with 2010 Census Benchmark (updated January 1, 2016). http:/Auww.daf.ca.gov/Forecasting/Demographics/EstimatesIE-5/. Accessed July 19, 2016. 16 Ibid. City of Baldwin Park Page 93 August 2016 Less Than Significant POPULATION AND HOUSING -- Potentially with Less Than Significant Mitigation significant Would the project; hnpact Incorporation hnpact No Impact a) Induce substantial population growth in an area, either directly (for example, by proposing new homes and ❑ ❑ ❑ businesses) or indirectly (for example, through extension of roads or other infrastructure)? b) Displace substantial numbers of existing housing, necessitating the ❑ Q construction of replacement housing elsewhere? c) Displace substantial numbers of people, necessitating the construction of ❑ ❑ ❑ replacement housing elsewhere? Would the Project. a) Induce substantial population growth in an area, either directly (for example, by proposing new homes and businesses) or indirectly (or example, through extension of roads or other infrastructure)? Determination: Less than Significant Impact According to the California Department of Finance City/County Population and Housing Estimates (as of January 1, 2016), the number of persons per household (pph) is estimated to be approximately 4.46 for the City of Baldwin Park.15 The Department of Finance indicates that overall population for the City is 74,738 (as of January 1, 2016).16 The project would allow for future construction of 47 single-family detached residential dwelling units, which could result in a population increase of approximately 210 persons, using the rate of 4.46 pph. The project would therefore result in an increase in the City's population of approximately 0.28%, which is not considered to be a substantial. The project would contribute to a minor increase in population growth, but not above the City's General Plan estimated year 2020 buildout projection of 84,885 persons. Therefore, the proposed project would not induce substantial population growth above that which is already approved and planned for by the City. As a result, a less than significant impact would result. 15 California Department of Finance, Table 2: E-5 Population and Housing Estimates for Cities, Counties, and the State, 2011- 2016, with 2010 Census Benchmark (updated January 1, 2016). http:/Auww.daf.ca.gov/Forecasting/Demographics/EstimatesIE-5/. Accessed July 19, 2016. 16 Ibid. City of Baldwin Park Page 93 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration b) Displace substantial numbers of existing housing necessitating the construction of replacement housing elsewhere? Determination: No Impact The project will construct 47 new single-family residential housing units. No housing units would be demolished with the project, and new housing opportunities would be provided. Implementation of the proposed project would not displace substantial numbers of existing housing that would necessitate the construction of replacement housing. Because the project site is vacant, no housing would be displaced as a result of project implementation, and therefore, no impact would occur. c) Displace substantial numbers of people, necessitating the construction of replacement housing elsewhere? Determination: No Impact Refer to Response 4.13(b), above. There are no persons living on the main project site where development is proposed. Therefore, no impact would occur in this regard. Development is present on the five adjacent parcels associated with the proposed project (refer to Section 2.4, Project Characteristics, above); however, no future development would occur on these lands as a result of the project as proposed. Therefore, the project would not displace substantial numbers of people, necessitating the construction of replacement housing elsewhere. No impact would occur. 4.14 PUBLICSERVICES PUBLIC SERVICES 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? Police protection? Schools? Parks? Other public facilities? Potentially significant Impact Less Than significant with Mitigation Incorporation Less Than Significant Impact No Impact August 2016 Page 94 City of BaldvAn Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis Would the Project: 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: 1) Fire protection? Determination: Less Than Significant Impact Baldwin Park is contracted with the Los Angeles County Fire Department for fire protection/emergency services. The East Regional Operations Bureau serves Baldwin Park and reports to the Chief Deputy of Emergency Operations, and includes Division 2, 4, 8, and 9, representing 76 fire stations serving communities within the east side of Los Angeles County, with Division 2 serving Baldwin Park. The nearest fire station is the County Fire Station #29, located at 14334 E Los Angeles Street and is approximately 0.9 mile to the northwest of the project site. The development of 47 new residential units would induce population growth, as identified in Response 4.12(a). Due to the limited number of proposed residential units, it is not anticipated that the project would result in the need for additional new or altered fixe protection services and the project would not alter acceptable service ratios or response times, because of the infill nature of the project. It is not anticipated that implementation of the project would create the need for the development of additional fire facilities. The Fire Department will have an opportunity to review the project during the application process and development impact fees will be determined that will be paid by the applicant, which will contribute to the provision for future facilities as the City's population increases (if determined necessary). Therefore, less than significant impacts to fire protection services would occur with implementation of the proposed project. 2) Police protection? Determination: Less Than Significant Impact The City of Baldwin Park Police Headquarters are located at 14403 Pacific Avenue and is approximately 0.4 mile to the northwest of the project site. The proposed project would result in construction of 47 new single-family residential dwelling units that could induce population growth, as identified in Response 4.12(a), above. The project would not result in the need for additional new or altered police protection services and would not alter acceptable service ratios or response times because of existing services and the infill nature of the project. It is not anticipated that implementation of the project would create the need for the development of additional police facilities, as the Police Department would have an opportunity to review the project as part of the City's discretionary review process. Prior to issuance of a building permit, the project applicant would be subject to the payment of development impact fees, thereby contributing to the provision for future facilities as the City's population increases, as determined to be necessary. Therefore, a less than significant impact on police protection services would occur with implementation of the proposed project. City of Baldwin Park Page 95 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration 3) Schools? Determination: Less Than Significant Impact The development of 47 single-family residential dwelling units could directly induce some degree of population growth, as identified in Response 4.13(a). The project would add additional students to the Baldwin Park Unified School District. The School District currently has 13 elementary schools, 4 middle/junior high schools, and 3 high schools located within the District boundaries. The project area is served by the following schools: Baldwin Park High School, located approximately 0.25 mile to the northeast at 3900 N. Puente Avenue; Jones Junior High School, located approximately 0.8 mile to the southwest at 14250 E. Merced Avenue; and, Central Elementary School, located approximately 0.1 mile to the north at 14741 Central Avenue. Any impacts to the provision of local school services or facilities would be mitigated by mandatory school impact fees that would be paid by the applicant. Therefore, project impacts are considered less than significant. 4) Parks? Determination: Less Than Significant Impact The City of Baldwin Park operates five parks within its boundaries which include Barnes Park, Hilda L. Solis Park, Morgan Park, Syhre Park, and Walnut Creek Nature Park.17 Two of the City's five parks are within a relatively close proximity to the project site and include Morgan Park and Hilda L. Solis Park. Morgan Park is located approximately 0.6 mile to the northwest of the project site. Amenities at Morgan Park include a playground, splash pad, picnic shelters, soccer field, outdoor amphitheater, barbeques, restrooms, horseshoes, and supervised recreation. Hilda L. Solis Park is located approximately 0.2 mile north of the project site and amenities include a playground, outdoor fitness zone, picnic shelters, basketball courts, soccer field, barbeques, restrooms, and supervised recreation. Residents also have access to approximately 169 acres of joint -use school playground facilities. In addition to the City parks, residents have access to County regional parks within and near the City. The Santa Fe Dam Regional Park consists of approximately 835 acres of open space, and the Whittier Narrows Regional Park and Nature Center consists of about 1,092 acres of park space. The Conservation and Open Space Element of the Draft 2020 General Plan recognizes that limited park space exists in Baldwin Park. Goals and policies in the Element focus on enhancing existing parks, expanding joint -use agreements with the local school district, and providing additional park space. The shortage of park space in the City has resulted in a need for additional recreation facilities. Nearby regional park resources and playground facilities help to compensate for the lack of City parkland to some degree; however, such resources may not be conveniently located to serve residential neighborhoods, and park facilities do not always accommodate a community's specific needs. 17 City of Baldwin Park, Recreation Department, Recreation and Community Services. http:/lwww.baklwinpark.comCndex.phplrecreation. Accessed March 8, 2016. August 2016 Page 96 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis The proposed project would not induce significant population growth, as identified in Response 4.13(a). Additionally, the project proposes a private passive park facility within the residential development with amenities that may include an outdoor barbeque and a seating area. It is anticipated that the project would not result in the need for new or expanded parks or park facilities because of the relatively small population increase that the project would generate, combined with the fact that a private park would be provided for residents of the development. The Quimby Act (California Government Code Section 66477), originally passed in 1975, allows cities and counties to pass ordinances requiring that developers set aside land, donate conservation easements, or pay fees for park improvements, which would mitigate impacts to parks with implementation of the proposed project. The project applicant would be subject to the payment of park impact fees to ensure that public demand for park services does not adversely affect the City's ability to provide such amenities. Therefore, a less than significant impact on parks would occur with implementation of the proposed project. 5) Other public facilities? Determination: Less Than Significant Impact The Baldwin Park Library is located at 4181 Baldwin Park Boulevard and is approximately 0.8 mile to -the northwest of the project site. The project would add residents that would potentially use public community library services. Impacts to library services are mitigated through income generated through property tax payments and development impact fees, which project implementation would contribute to. Therefore, project impacts are considered less than significant. 4.15 RECREATION Less Than Significant PotentiaUy with Less Than Significant Mitigation Significant RECREATION -- Impact Incorporation Impact No hnpact 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? b) Does the project include recreational facilities or require the construction or expansion of recreational facilities which ❑ ❑ Q ❑ might have an adverse physical effect on the environment? City of Baldwin Park Page 97 August 2016 TTM No. 73354 Section 4.0 E=nvironmental Analysis Initial StudylMitigated Negative Declaration a) Would the proposed 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? Determination: Less Than Significant Impact Refer to Response 4.14(a)4) above. Five public parks are located within the City, which include Barnes Park, Hilda L. Solis Park, Morgan Park, Syhre Park, and Walnut Creek Nature Park, with Morgan Park and Hilda L. Solis Park located within a relatively close proximity to the project site. Residents also have access to approximately 169 acres of joint -use school playground facilities. Two County regional parks are located within and/or near the City and include the Santa Fe Dam Regional Park and the Whittier Narrows Regional Park and Nature Center. As indicated in the 2020 General Plan Final Program EIR, City -owned parks and recreational facilities currently provide a ratio of approximately 0.4 acres of parkland per 1,000 City residents. This ratio of parkland to population is substantially below the three to five acres per 1,000 people standard established by many communities, and is further supported by the Subdivision Map Aci. Available regional park resources and playground facilities help to compensate for the lack of parkland within the City of Baldwin to some extent; however, such amenities are not always conveniently located within proximity to residential neighborhoods, nor do all City park facilities accommodate specific community needs. The General Plan Final Program EIR indicates that with buildout of the General Plan, impacts on the City's recreational resources would be significant and unavoidable, in part due to the largely urbanized nature of the City and the lack of available lands to create new parks or recreational facilities that would meet future demands. Emphasis is therefore placed on enhancing existing parks, creating new mini -parks, and expanding joint -use agreements with local schools, as well as preserving existing facilities and recreational programs. Implementation of the parks and recreation -related policies identified in the Open Space and Conservation Element of the General Plan would reduce some of the anticipated burden on existing parks and may provide additional park and recreation opportunities for the City's residents; however, given the extent of the current deficiency in parkland and other recreation facilities, utilization of available parks and facilities is anticipated to intensify substantially. Additionally, as there is no assurance that implementation of the proposed General Plan policies would result in sufficient additional park and recreation facilities to accommodate the increase in population, no feasible measures in addition to the General Plan policies are available to fully mitigate the significant impacts. The proposed project would not induce substantial population growth, as identified in Response 4.13(a) above, and would not exceed the planned future growth anticipated with buildout of the General Pian. The addition of 210 persons utilizing the City's existing park recreational facilities would not cause substantial physical deterioration or accelerate the deterioration of existing recreational facilities, as such an increase in population is considered to be a relatively small quantity relative to the City's overall population. Additionally, as stated above, the project proposes a linear paseo as part of the residential development. The paseo would be private and restricted to use by residents of Pacific Villas. The paseo would provide pedestrian walkways complemented by small gathering areas, August 2016 Page 98 City of Baldwin Paris TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis benches, landscaping, and other enhancements to encourage use by residents. A series of interior walkways is also proposed to provide linkage between the residential units and the paseo, as well as access to guest parking areas. Such recreational amenities would reduce potential project -related demands for recreational resources within the City. Due to the low number of new residents that the project would generate (estimated 210 persons), it is not anticipated that the proposed development would result in the need for new or expanded parks or park facilities within the City. The Quimby Act (California Government Code Section 66477), as referenced above in Response 4.13(a)4), allows cities and counties to pass ordinances requiring developers to set aside land, donate conservation easements, and/or pay fees for park improvements. Such means would be used to mitigate potential impacts to parks with implementation of the proposed project. Therefore, project impacts with regard to recreation are considered to be less than significant. b) Does the project include recreational facilities or require the construction or expansion of recreational facilities which might have an adverse effect on the environment? Determination: Less Than Significant Impact Refer to Responses 4.14 (a)4) and 415(a), above. The proposed project will add 47 residential dwelling units that may potentially add 210 persons to the City's population. It is not anticipated that implementation of the proposed project would require the construction or expansion of offsite recreational facilities because of its relatively limited size. As the site is currently developed and/or highly disturbed, development of the proposed onsite recreational amenities within the existing setting is not anticipated to result in adverse environmental effects. Impacts would be less than significant. 4.16 TRANSPORTATION/TRAFFIC TRANSPORTATION/TRA.F.FIC -= Would the pO`y significant project: Impact a) Conflict with an applicable plan, ordinance or policy establishing measures of effectiveness for the performance of the circulation system, taking into account all modes of transportation including mass transit and non -motorized ❑ travel and relevant components of the circulation system, including but not limited to intersections, streets, highways and freeways, pedestrian and bicycle paths, and mass transit? Less Thm Significant with Less Than Mitigation Significant No hworporation Impact Impact ❑ Q ❑ City of Baldwin Park Page 99 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration The following analysis is based upon the Traffic Impact Analysis (TLA) conducted by TTW Engineering (March 2016) for the proposed project (refer to Aynend x Fl_ A total of five study intersections were examined in order to quantify traffic impacts that may result from the development of the proposed project. The study intersections are all located within the City of Baldwin Park with the exception of the Pacific Avenue/Bromley Avenue intersection which is in the City of West Covina (signalized). The intersections studied in the TLA were: ■ Pacific Avenue/Big Dalton Avenue; E Pacific Avenue/Puente Avenue; ■ Pacific Avenue/Bromley Avenue (signalized); ■ Root Street/Puente Avenue; and, ■ Merced Avenue/Puente Avenue The streets surrounding the project site vary in capacity and existing infrastructure, ranging from two-lane undivided roadways (i.e. Big Dalton Avenue, Bromley Avenue) to four -lane divided roadways (i.e. Pacific Avenue, Puente Avenue, Root Street, Merced Avenue). August 2016 Page 100 City of Baldwin Park Less Than Significant TRANSPORTATION/TRAFFIC -- Would the Potentially with Less Than project: Significant Mitigation Signmcaint No Impact Incorporation Impact Impact b) Conflict with an applicable congestion management program, including, but not limited to, level -of -service standards and travel demand measures, or other standards ❑ ❑ ❑ 0 established by the county congestion management agency for designated roads and highways? c) Result in a change in air traffic patterns, including either an increase in traffic levels or a ❑ ❑ ❑ Q change in location that results in substantial safety risks? d) Substantially increase hazards due to a design feature (e.g., sharp curves or dangerous ❑ ❑ P1 ❑ intersections) or incompatible uses (e.g., farm equipment)? e) Result in inadequate emergency access? ❑ ❑ 0 ❑ f) Conflict with adopted policies, plans, or programs supporting alternative transportation ❑ ❑ Ef ❑ (e.g., bus turnouts, bicycle racks)? The following analysis is based upon the Traffic Impact Analysis (TLA) conducted by TTW Engineering (March 2016) for the proposed project (refer to Aynend x Fl_ A total of five study intersections were examined in order to quantify traffic impacts that may result from the development of the proposed project. The study intersections are all located within the City of Baldwin Park with the exception of the Pacific Avenue/Bromley Avenue intersection which is in the City of West Covina (signalized). The intersections studied in the TLA were: ■ Pacific Avenue/Big Dalton Avenue; E Pacific Avenue/Puente Avenue; ■ Pacific Avenue/Bromley Avenue (signalized); ■ Root Street/Puente Avenue; and, ■ Merced Avenue/Puente Avenue The streets surrounding the project site vary in capacity and existing infrastructure, ranging from two-lane undivided roadways (i.e. Big Dalton Avenue, Bromley Avenue) to four -lane divided roadways (i.e. Pacific Avenue, Puente Avenue, Root Street, Merced Avenue). August 2016 Page 100 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis There are no striped Class II bicycle lanes on study area roadways. The General Plan Circulation Element bikeways map identifies Pacific Avenue and Puente Avenue as areas for future Gass 111 bicycle facilities. Sidewalks along roadways and curb ramps at intersections are present at all locations within the study area. The City of Baldwin Park is served by Los Angeles Metro and Foothill Transit bus routes as well as the Baldwin transit shuttle. Foothill Transit Bus Route 178 runs between the Puente Hills Mall and the El Monte Station with stops at the Baldwin Park Metrolink station. In the project vicinity, Bus Route 178 runs along Pacific Avenue with a stop at the Pacific Avenue/Puente Avenue intersection approximately 1/10 of a mile from the proposed project site. Foothill Transit Bus Route 274 runs between the Baldwin Park Metrolink station and the City of Whittier. In the project vicinity, Bus Route 274 runs along Puente Avenue and Pacific Avenue with a stop at the Pacific Avenue/Puente Avenue intersection approximately 1/10 of a mile from the proposed project site. The Baldwin Park Transit Shuttle operates two transit lines that run in a circle around the city, one in a clockwise circulation pattern (Pumpkin Line), and one in a counterclockwise circulation pattern (Teal Line). The closest stop to the project site is at the Pacific Avenue/Puente Avenue intersection. Additionally, the Baldwin Park Metrolink station, which provides peak period service to Downtown Los Angeles, is approximately 11h mile from the proposed project site. Peak hour traffic counts conducted for the project recorded existing level of service (LOS) for the study intersections ranging from LOS A to LOS B. Table 4.16-1 below shows the recorded existing LOS for each of the intersections. Table 4.16-1 Existing LOS Conditions Jntersection ° AM°Peak Hour VIC.(D'ela .`LOS RM Pesti Hour V/ (Del'..: LQSj_ .oft WT, 61 Merced Ave/Puente Ave 0.726 - C 0.800 - C Signal Pacific Avel ft Dalton Ave 0.456 - A 0.557 - A Signal Pacific Ave/Puente Ave 0.615 - B 0.648 - B Signal Root St/Puente Ave 16.0 - C 11.6 - B AWSC Pacific Ave/Bromley Ave 0.335 - A 0.394 - A Signal Note: V/C- Volume to Capacity (Delay Shown in Seconds); AWSC — All Way Stop -Control, delay shown in seconds per vehicle, Source: TJW Engineering Inc. TTM 73354 Project Traffic Impact Analysis March 2016 As shown, the study intersections are currently operating at an acceptable LOS (LOS D or better) during the peak AM and PM peak hours. For a full description of the existing conditions, refer to the attached Traffic Impact Analysis in Appendix F. 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 City of Baldwin Park Page 101 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration limited to intersections, streets, highways and freeways, pedestrian and bicycle paths, and mass transit? Determination: Less Than Significant Impact As noted in the existing conditions described above, the existing LOS for the intersections surrounding the project site range from LOS A to LOS Q however, it is anticipated that as Baldwin Park continues to grow and new development occurs within the City, the LOS of these intersections may be impacted. According to the City of Baldwin Paris General Plan, the City identifies a peak hour target of LOS D or better. According to the Traffic Impact Analysis conducted for the project, the proposed development would add 35 AM Peak Hour trips, 47 PM Peak Hour trips, and 947 daily trips. These trips would be disbursed throughout the streets surrounding the project site. Table 4.16-2 Intersection Analysis - Existing Plus Project Conditions Table 4.164 Intersection Analysis - Project Opening Year with Project Conditions Pro ' a Control :Existing Project" .:nin Existli Plus Pro est VIC or Dela LOS VIC'or. Del , LOS VIGor Delay+:. Intersection. Type AM . PM .:AM PM AM PM. AM ., PM AM PM: Merced Ave/Puente Ave Signal g 0.726 0.800 C C 0.727 0.800 C C Pacific AvelBig signal 0.456 0.557 A A 0.457 0.559 A A Dalton Ave Pacific Ave/Puente Ave Signal g .0615 0.648 B B 0.619 0.652 B B Root St/Puente AWSC 16.0 11.6 C B 16.1 11.8 C B Ave Pacific Ave/Brornley Signal 0.335 0.394 A A 0.337 0.396 A A Ave Pacific Ave/Project TWSC Not Applicable 21.6 27.2 C D Driveway Note: AWSC = All -Way Stop -Control, TWSC = One -or -Two -Way Stop -Control, Delay shown in seconds per vehicle 1 = Per the 2010 Highway Capacity Manual, overall average delay and LOS are shown for signalized and all -way stop -controlled intersections. For intersections with one -or -two-way stop -control, the delay and LOS for the worst individual movement is shown. Source: TJW Engineering Inc. TTM 73334 Prqect Traffic Impact Analysis arch 2016 Table 4.164 Intersection Analysis - Project Opening Year with Project Conditions Pro ' a August 2016 Page 102 City of Baldwin Parte 100'406° Year Witt odt Pro Project" .:nin Year Wth Pro est Control VICor 1361W L05 VIGor Delay+:. LOS- . Intersection Type_ AM PM AM:.. .:: PM.. AM: PM AM PM: Merced AvelPuente Ave Signal g 0.739 0.814 C D 0.740 0.814 C D Pacific Ave/Big Signal 0.463 0.566 A A 0.464 0.568 A A Dalton Ave Pacific Ave/Puente Ave Signal 0.622 0.659 B B 0.630 0.663 B B Root St/Puente AWSC 16.6 11.9 C B 16.7 12.0 C B Ave Pacific Ave/Bromley Signal 0.340 0.400 A A 0.342 0.402 A A Ave August 2016 Page 102 City of Baldwin Parte TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis Table 4.16-3. continued Table 4.16-4 Intersection Analysis - Forecast Year 2030 with Project Conditions Project Operting OpeningYear Without Project ... ` . Project ope'nin Yearvrrith Project �' ' Fone - Yeai 20 vrnth Pic ` ?. Control VIC or. Dela LOS :" VlGor Del LOS AM PM I AM I PM 'AM PM .. AM . LOSS{_ Intersection Type Pacific AM PM:AM: PM . AM . Ave/Project TWSC Not Applicable 22.1 28.2 C D Driveway D D 0.809 0.892 D Note: AWSC = All -Way Stop -Control, TWSC = One -or -Two -Way Stop -Control, Delay shown in seconds per vehicle 1= Per the 2010 Highway Capacity Manual, overall average delay and LOS are shown for signalized and ail -way stop -controlled intersections. For intersections with one -or -two-way stop -control, the delay and LOS for the worst individual movement is shown Source: TJW Engineering Inc. TTM 73354 Project Traffic Impact Analysis March 2018 Table 4.16-4 Intersection Analysis - Forecast Year 2030 with Project Conditions The Traffic Impact Analysis uses these increased trips to project future roadway conditions, both for the project opening year (2017) and for a long-term forecast year (2030). These projections include LOS projections both with the proposed project and without the proposed project. According to the Traffic Impact Analysis, the increase in trips generated by the project would result in a less than significant impact under existing conditions, the project opening year (2017), and for the forecast year (2030). All intersections would operate at a Level of Service of D or better, as shown above in Table 4.16-2 Intersection Analysis - Existing Plus Project Conditions; Table 4.16- Intersection Anal s –Project in Year with ProjLt Conditions and, Table 4.164Intersection Analysis – Forecast Year 20313 with Pro ject Conditions. According to the above-mentioned threshold of a LOS D, the proposed project would not create impacts that would result in a LOS E or F under each of the scenarios evaluated. The study intersections are projected to continue to operate at an acceptable LOS (LOS D or better) during the AM City of Baldwin Park Page 103 August 2016 FarecasE:Year 2030 inthbiA Protea " �' ' Fone - Yeai 20 vrnth Pic ` ?. Intersection . Control 111C Cr Delay? LOS ; ` VJC or.Del , LOSS{_ 3 Tie, AM PM:AM: PM . AM . ,P.M';:' AM FM Merced Signal 9 0.808 0.891 D D 0.809 0.892 D D AvelPuente Ave Pacific Ave/Big Signal 0.502 0.617 A B 0.503 0.621 A B Dalton Ave Pacific Signal 9 0.682 0.720 B C 0.697 0.734 B C Ave/Puente Ave Root SyNente AWSC 22.0 13.3 C B 22A 13.6 C B Ave Pacific Ave/Bromley Signal 0.366 0.433 A A 0.370 0.436 A A Ave Pacific Ave/Project TWSC Not Applicable 30.4 31.0 D D Driveway Note: AWSC = Ail -Way Stop -Control, TWSC = One -or -Two -Way Stop -Control, Delay shown in seconds per vehicle 1 = Per the 2010 Highway Capacity Manual, overall average delay and LOS are shown for signalized and all -my stopoxtrotied intersections. For interswilons with one -or -two-way stop -control, the delay and LOS for the worst individual movement is shown. Source: TJW Engineefing EngineeringInc, TTM 73354 Project Traffic impact Anal is March 2016 The Traffic Impact Analysis uses these increased trips to project future roadway conditions, both for the project opening year (2017) and for a long-term forecast year (2030). These projections include LOS projections both with the proposed project and without the proposed project. According to the Traffic Impact Analysis, the increase in trips generated by the project would result in a less than significant impact under existing conditions, the project opening year (2017), and for the forecast year (2030). All intersections would operate at a Level of Service of D or better, as shown above in Table 4.16-2 Intersection Analysis - Existing Plus Project Conditions; Table 4.16- Intersection Anal s –Project in Year with ProjLt Conditions and, Table 4.164Intersection Analysis – Forecast Year 20313 with Pro ject Conditions. According to the above-mentioned threshold of a LOS D, the proposed project would not create impacts that would result in a LOS E or F under each of the scenarios evaluated. The study intersections are projected to continue to operate at an acceptable LOS (LOS D or better) during the AM City of Baldwin Park Page 103 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration and PM peak hours for all scenarios evaluated (i.e. existing plus project conditions). Therefore, project impacts would be less than significant. Additionally, the TIA considered the four parcels in the project vicinity that would be rezoned with the project for their potential to generate future traffic volumes. These parcels currently support single-family residences and a church and would be rezoned from their current zone to the R3 zone as part of the proposed project. Table 4.16-5. Adjacent Parcel Information, shows the number of dwelling units that could be constructed on each of the parcels under existing and proposed conditions. The proposed rezone of the parcel supporting the church use would result in a decrease in intensity of use, and commercial -type uses would no longer be permitted on the property. Rezoning of the parcels currently zoned for single-family use to R3 would increase the development potential of these properties. However, as shown in Table 4.16-5, overall, the number of dwelling units that could ultimately be constructed on the three affected parcels would decrease with the proposed rezone from. MLT -2 to R3. Table 4.16-5, Adjacent Parcel Information, indicates that under current zoning, the affected parcels would allow for future development of 59 residential dwelling units; under future (proposed) conditions, the affected parcels could potentially be developed with 45 residential dwelling units. Table 4.16-5 Adjacent Parcel Information The TIA considered a conservative analysis of potential long-term impacts resulting with the proposed project (i.e. which could potentially occur under existing conditions). As such, future forecasts of the circulation system with project implementation considered include the addition of project -generated trips plus the addition of trips projected to be generated by the additional 59 residential dwelling units (44 a.m. peak hour trips and 59 p.m. peak hour trips) that could potentially be constructed under existing conditions. However, the addition of such trips to the circulation system would not cause exceedance of an established threshold, and impacts would be less than significant. As stated in the existing conditions summary above, area roadways contain sidewalks and limited bike facilities as well as bus transit stops in the vicinity of the project site. None of August 2016 Page 104 City of Baldwin Paris Parcel "'Cutt+nntZon.ing:: Potential Fuiuri<Zon[no Existing Land Size (Acres! Maximum Potential Maximum Poten#tai. . Use Square Zoning Dwelling Dwelling Zoning Dwelling Dwelling :. Fee lJriWAcre Units Units/Acre Emits .:. Church 1.69 acres MU -2 30 51 R3 20 34 Single -Family 8,400 s.f. MU -2 15* 3 R3 20 4 Dwelling Unit Single -Family 8 400 s.f MU -2 15* 3 R3 20 4 Dwelling Unit Single -Family 7 000 V. MU -2 15* 2 R3 20 3 DwellingUnit Total: 59 Total: 45 Note: * Indicates that parcels less than 15,000 square feet in size located within a MU -2 zone are subject to a ma)dmum densq of 15 dwelling units per acre. The TIA considered a conservative analysis of potential long-term impacts resulting with the proposed project (i.e. which could potentially occur under existing conditions). As such, future forecasts of the circulation system with project implementation considered include the addition of project -generated trips plus the addition of trips projected to be generated by the additional 59 residential dwelling units (44 a.m. peak hour trips and 59 p.m. peak hour trips) that could potentially be constructed under existing conditions. However, the addition of such trips to the circulation system would not cause exceedance of an established threshold, and impacts would be less than significant. As stated in the existing conditions summary above, area roadways contain sidewalks and limited bike facilities as well as bus transit stops in the vicinity of the project site. None of August 2016 Page 104 City of Baldwin Paris TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis these facilities would be removed or altered by the development of the project, with the exception of the reconfiguration of driveway access into the project site. Any changes to the sidewalk made during the construction of driveways for the project would be in accordance with City design requirements and would be subject to plan check review, prior to construction to ensure compliance. As such, project effects on the circulation system would not significantly alter existing conditions, and no . conflicts with applicable policies, ordinances, or plans would occur. Impacts would be less than significant. 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? Determination: No Impact According to the Baldwin Park General Plan, the City of Baldwin Park does not have a Congestion Management Plan, however the City is subject to the Los Angeles County Metropolitan Transportation Authority Congestion Management Program (CMP). The program evaluates all projects that meet the following criteria: ■ All CMP arterial monitoring intersections, including monitored freeway on or off - ramp intersections, where the proposed project will add 50 or more trips during either the AM or PM weekday peak hours (of adjacent street traffic). ■ Mainline freeway monitoring locations where the project will add 150 or more trips, in either direction, during either the AM or PM weekday peak hours. The proposed project does not meet either of the criteria, and is therefore not subject to the County Congestion Management Program_ Additionally, based on the CMP guidelines, and the proximity of the various project land uses in relation to available transit in the project vicinity, the proposed project is forecast to generate approximately 2 AM peak hour transit trips, approximately 3 PM peak hour transit trips, and approximately 22 daily transit trips. As the anticipated project -generated transit trips can be accommodated by existing transit service in the project vicinity, no significant CMP transit impacts are forecast to occur. As such, the proposed project will have no impact on any congestion management program. No impact will occur. c) Result in a change in air traffic patterns, including either an increase in traffic levels or a change in Iocation that results in substantial safety risks? Determination: No Impact The proposed project would not result in a change in air traffic patterns or a change in location resulting in safety risks. The nearest airport is the El Monte Airport, which is located approximately 4.6 miles to the west of the project site. The proposed project is not located within an airport compatibility zone for any airport. The project also proposes single-family residential uses, which are subject to City building height restrictions (or as allowed by the Pacific Villas Specific Plan). Therefore, the project would have no impact on air traffic patterns and would not result in a substantial safety risk. City of Baldwin Park Page 105 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration d) Substantially increase hazards due to a design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)? Determination: Less than Significant Impact The project does not propose any street alignment changes or roadway improvements to area roadways. Access to/from the project site would be provided from Pacific Avenue. Two 20 - foot wide entry/exit drives are proposed to be constructed to allow for ingress/egress, and a central onsite courtyard is proposed to allow vehicles to turnaround if needed. All such improvements would be designed and constructed in accordance with City engineering design requirements. Construction of the project on the subject site would not result in an incompatible use. The development would include residential uses which are consistent with that intended by the Pacific Villas Specific Plan, and surrounding lands presently support similar low -impact uses. Therefore, impacts related to potential hazards or incompatible uses as a result of the project would be less than significant. e) Result in inadequate emergency access? Determination: Less than Significant Impact Vehicular access to the main project site would be from Pacific Avenue. Interior circulation would be provided via a private paved looped drive constructed to 26 feet in width with a concrete gutter and decorative concrete apron; refer to Figure 6C, VisuaI Simulation - Internal Drive. The Iooped drive would also serve as a fire lane and would be constructed to City design standards to ensure that requirements for emergency vehicle circulation and access are met. The access drive would be gated (sliding gates) at the two proposed entries into the residential area for purposes of security; however, emergency personnel would be able to enter/exit the property at all times (i.e. via Knox box or other device), as needed. Refer also to Figure 4A, Tentative Tract Mar and Figure 4B, Site Pian. Prior to construction, the project in its entirety would be subject to review by City officials from the Fire and Police Departments to ensure that all design requirements for the provision of emergency access are met and the public safety is achieved to the maximum extent feasible. Any comments received from these agencies would be incorporated into the project design and subject to final review and approval by the City. With such measures, project impacts would be less than significant. 1) Conflict u*h adopted policies, plans, or programs supporting alternative transportation (e.g., bus turnouts, bicycle racks)? Determination: Less than Significant Impact Refer to the discussion of existing conditions and response to 4.16(6), above. The project does not involve any roadway improvements. Due to the small scale of the project and the anticipated limited effect on the existing circulation system, no new transportation infrastructure would be constructed. Several modes of alternative transportation are currently provided within proximity to the project site. Construction of the proposed project would not preclude the construction of additional alternative transportation infrastructure improvements in the area in the future. Therefore, impacts associated with alternative transportation policies, plans, or programs would be less than significant. August 2016 Page 106 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4:0 Environmental Analysis 4.17 UTILITIES AND SERVICE SYSTEMS Less Than Significant UTI=S AND SERVICE SYSTEMS B Potentially Significant with iltitigation Less Than Significant Would the project. Impart Incorporation Impact No Impact a) Exceed wastewater treatment ❑ ❑ ❑ requirements of the applicable Regional Water Quality Control Board? b) Require or result in the construction of new water or wastewater treatment ❑ ❑ Q ❑ 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 ❑ ❑ Q ❑ construction of which could cause significant environmental effects? d) Have sufficient water supplies available to serve the project 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 ❑ ❑ R ❑ 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 ❑ ❑ Q ❑ project's solid waste disposal needs? g) Comply with federal, state, and local statutes and regulations related to solid ❑ ❑ ❑ waste? City of Baldwin Park Page 107 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration Would the Project: a) Exceed wastewater treatment requirements of the applicable Regional Water Quality Control Board? Determination: Less Than Significant Impact The proposed project would result in construction of 47 single-family residential dwelling units that would be connected to the existing domestic sewer system serviced by the City for conveyance to the County Sanitation District of Los Angeles County. Wastewater generated by the City is treated at the San Jose Creek Water Reclamation Plant (SJCinRP) or at the Joint Water Pollution Control Plant (WPCP) if wastewater flows exceed SJCWRP capacity, which is 100 million gallons per day. The project would not generate wastewater such as industrial or agricultural effluent. Surface runoff from the project site is addressed in the Hydrology and Water Quality responses 4.9(a), (c), (e) and (f) of this Initial Study. The development of 47 residential units is not anticipated to cause significant wastewater treatment capacity issues because of its relatively small size. The City's General Plan Final EIR indicates that the Los Angeles County Department of Public Works, Sewer Maintenance Division, and the Baldwin Park Engineering Division consider the sewer line system adequate to handle foreseeable future development. The Los Angeles County Sanitation District No. 15 serves the Baldwin Park area and must comply with the wastewater treatment regulations and requirements of the Los Angeles Regional Water Quality Control Board. Due to mandatory compliance with the Regional Board requirements, wastewater treatment requirements of the Los Angeles RWQCB are not anticipated to be exceeded by the project. Therefore, a less than significant impact would occur. b) Require or result in the construction of new water or wastewater treatment facilities or expansion of existing facilities, the construction of which could cause significant environmental effects? Determination: Less Than Significant. Impact Refer to Response 4.17(a), above, with regards to wastewater treatment. The project would result in construction of 47 residential dwelling units that would create new demand for public water and sewer services. According to the California Department of Finance City/County Population and Housing Estimates (as of January 1, 2.016), the number of persons per household (pph) is estimated to be approximately 4.46 for the City of Baldwin Park.18 The project would allow for future construction of 47 single-family detached residential dwelling units, which could result in a population increase of approximately 210 persons, using the rate of 4.46 pph. According to the projected total population for the District by the year 2030, the addition of the 210 new residents who would reside at the project site would not substantially increase demands on the District to a level that the District could not meet with the current water distribution infrastructure. The project would be subject to the payment of connection fees for public sewer services. Although a relatively limited number of residential units would be constructed, thereby contributing minimal flows to the existing sewer treatment facility that would serve the site, 18 California Department of Finance, Table 2: E-5 Population and Housing Estimates for Cities, Counties, and the State, 2011- 2016, with 2010 Census Benchmark (updated January 1, 2016). http:/A&ww_dof.ca.goviForecasting/Dernographics/EstmatesJE-51. Accessed July 19, 2016. August 2016 Page 108 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis the payment of facility connection fees would be required to mitigate for potential expansion impacts (if necessary). The existing SJCWRP treatment facility has capacity (with back-up capacity to JWPCP, if exceeded) to accommodate the project's wastewater treatment demands, and no new or expanded treatment facilities are needed. Therefore, the project would not require or result in the construction of new water or wastewater treatment facilities or expansion of existing facilities, the construction of which could cause significant environmental effects Impacts would be less than significant. c) Require or result in the construction of new stormwater drainage facilities or expansion of existing facilities, the construction of which could cause significant environmental effects? Determination: Less Than Significant Impact The project proposes construction of a storm drain to provide connection to the existing 60 - inch storm drain located in Pacific Avenue; refer to Figyre 4<4 Tentative Traci Mop, and F^igure 4B, Site,Plan. The amount of impervious surface area onsite would increase with development of the proposed residential uses, access drive, driveways, and other paved surfaces, thereby increasing the potential for stormwater runoff from the site; however, the project would be designed to ensure that no increase in runoff from the project site into the storm drain system would occur as compared to existing conditions, thereby minimizing potential effects on the City's storm drain system. No new improvements to the existing storm drain system are required to adequately accommodate storm water runoff from the project site. The project would incorporate onsite stormwater quality features (i.e. stormwater treatment unit and stormwater storage chamber) to retain and treat stormwater onsite, consistent with current RWQCB requirements; refer to FiWres 41 and 4B. All such proposed improvements would be subject to City review and approval through the City's discretionary review process. As the project is considered to be a relatively limited in size and would not generate substantial quantities of stormwater runoff, construction or expansion of regional or offsite storm drain facilities would not be required. Therefore, a less than significant impact would occur. d) Have sufficient water supplies available to serve the project from existing entitlements and resources, or are new or expanded entitlements needed? Determination: Less Than Significant Impact According to the City's 2020 General Plan Final EIlR, the City's water supply is provided by three water district/companies: Valley County Water District (VCWD), San Gabriel Valley Water Company (SGVWC), and Valley View Mutual Water Company (V MWC). VCWD is the water purveyor that would serve the project site. VCWD's 2013 Water Master Plan (updated in May 2014), indicates that there is sufficient water supplies and water shortage contingency plans to protect existing and future regional water needs. The project proposes 47 units, which is not anticipated to exceed projected water demands identified in the VCWD Master Plan. Construction of the project would require development/connection fees which would mitigate impacts to water supply. VCWD has water access from multiple sources, but prefers local groundwater sources and a small amount of imported water from Covina Irrigation Company. VCWD has an adjudicated right to 3.01517% of the operating safe yield of the Main San Gabriel Basin. VCWD indicates that it is confident that it can successfully obtain a combination of prescriptive rights, groundwater leases and purchases, and City of Baldwin Park Page 109 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration replenishment water to achieve a production of water up to 9,565.6 acre feet per year in any given year out to year 2035. Because the project is consistent with VCWD's water supply projections; that there are sufficient water supplies to serve the project and region; and, that the development/connection fees required for project implementation would help mitigate future new or expanded entitlements that potentially may be needed with future regional growth, impacts are considered less than significant. 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? Determination: Less Than Significant Impact Refer to Response 4.17(a), above. Wastewater collection for the City is in the service area of the Los Angeles County Sanitation District No. 15. Wastewater is treated at the San Jose Creek Water Reclamation Plant (SJCWRP) or at the Joint Water Pollution Control Plant in Carson QWPCP). SJCWRP provides primary, secondary and tertiary treatment for 100 million gallons of wastewater per day. JWPCP provides both primary and secondary treatment for approximately 280 million gallons of wastewater per day and has a total permitted capacity of 400 million gallons per day. Development of the project would require payment of development/connection fees that would mitigate impacts to wastewater treatment facilities. Because the project is considered to be a relatively limited development, the two wastewater facilities currently have capacity to serve the project as proposed. Additionally, the project would be subject to review by the City and the affected service agencies as part of the discretionary review process to determine fair share fee contributions in order to mitigate project impacts to existing wastewater treatment facilities. As such, existing wastewater treatment facilities that would serve the site have adequate capacity to serve the project's projected demand, in addition to the provider's existing commitments. Impacts would be less than significant. Be served by a Iandfill with sufficient permitted capacity to accommodate the project's solid waste disposal needs? Determination: Less Than Significant Impact As indicated in the City's 2020 General Plan Final EIR, the County of Los Angeles prepares and administers solid waste management plans to project the capacity of the Count's landfills and other facilities to accommodate future solid waste demand generated by ongoing population growth. Local jurisdictions, including the City of Baldwin Park, are required to assess the effect of new development on the County's facilities and develop and implement programs to reduce the amount of solid waste generated within their boundaries that requires disposal at such facilities. Additionally, the City is required to comply with Assembly Bill 939 (AB 939) which recognizes that an integrated approach to waste management is effective in extending the life of existing landfills and preventing the need to devote additional valuable land resources to trash disposal. The City is required to comply with AB 939 provisions and any related legislation that may be enacted. The City participates in a variety of efforts to meet the AB939 source reduction, recycling and composting requirements. Integrated Waste Management services for Baldwin Park are provided through the City's Public Works Department. August 2016 Page 110 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis Integrated waste is divided into household hazardous waste and source reduction and recycling programs. It is anticipated that waste generated by construction of the proposed project would be serviced by Waste Management of the San Gabriel/Pomona Valley. Waste Management transports waste to the Azusa Transfer Station/Valley Vista and then to El Sobrante Landfill in the City of Corona. The El Sobrante Landfill has a remaining capacity of approximately 145,530,000 tons and a daily permitted capacity of 16,054 tons/day. The EI Sobrante landfill is currently slated for closure in January 204519 The generation of project -related construction -related waste is considered to be minimal and temporary, and would cease upon completion of the proposed project. Solid waste generation during project operation is also anticipated to be minimal, as only 47 new residential units are proposed that would contribute to the City's overall generation of solid waste. Therefore, it is not anticipated that the project would cause a substantial increase in solid waste for disposal in area landfills. Additionally, the project would comply with adopted programs and federal, State, and local regulations pertaining to solid waste disposal and efforts aimed at overall reduction. The City's Household Hazardous Waste Element and Source Reduction and Recycling Element, respectively, outline methods for the safe disposal of hazardous wastes generated by households and formalize the City's integrated waste management procedures. Together these plans identify how the City will meet the AB939 requirements. Therefore, the projects solid waste disposal needs can be adequately met. A less than significant impact would occur. g) Comply with federal, state, and local statutes and regulations related to solid waste? Determination: Less Than Significant Impact Refer to Response 4.17(f), above. The project would be required to comply with adopted programs and federal, State, and local regulations pertaining to solid waste. Impacts would be less than significant. 19 CalRecycle Facility/ Site Summary Details: Fl Sobrante Landfill (33 -AA -0217). htto:/lwww.calrecycle.ca.aov/SWFacilities/Directay/33-AA-0217/Detaill. Accessed March S, 2016. City of Baldwin Park Page 111 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration 4.18 MANDATORY FINDINGS OF SIGNIFICANCE Less Than Significant MANDATORY FINDINGS OF Potentially with Less Than Significant Mitigation Significant SIGNIFICANCE -- Impact Incorporation Impact No Impact a) Does the project have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self- sustaining levels, threaten to eliminate a ❑ [Q ❑ ❑ plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animai 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 ❑ ❑ ❑ Q 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? The following findings have been made, regarding the mandatory findings of significance set forth in Section 15065 of the CEQA Guidelines, based on the results of this environmental assessment: 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 Ievels, 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. Determination: Less Than Significant Impact with Mitigation Refer to the discussions identified in Section 4.4, above. The site is highly disturbed and does not support sensitive plant or animal species, wetland or riparian habitat, or other habitat that would support fish populations. No designated historical resources are present onsite. August 2016 Page 112 City of Baldwin Park TTM No. 73354 Initial Study/Mitigated Negative Declaration Section 4.0 Environmental Analysis Mature trees on or adjacent to the project site may have the potential to be utilized by migratory birds that could be indirectly impacted during the construction phase due to noise, tree removal, construction activity, and/or the presence of construction workers. The MBTA makes it unlawful to pursue, capture, kill, or possess or attempt to do the same to any migratory bird or part, nest, or egg of any such bird listed in wildlife protection treaties between the United States, Great Britain, Mexico, Japan, and the countries of the former Soviet Union. Mitigation Measure B10-1 restricts the removal of any potential nesting habitat during the avian nesting season and requires clearance surveys and buffers to ensure that any nesting birds are protected. With implementation of Mitigation Measure BIO -1 and compliance with the City's Tree Preservation Ordinance, potential impacts on special status species would be reduced to a less than significant level. b). Does the project have impacts that are individually Iimited, 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)? Determination: No Impact Noproject impacts were identified as cumulatively significant. Any direct impacts resulting with the project would be reduced to less than significant with incorporation of mitigation measures as proposed. Incremental increases relative to greenhouse gases, traffic, etc. were determined to be below the significance thresholds adopted by the City and would therefore not contribute to a cumulatively considerable environmental impact. With the implementation of mitigation measures proposed for air quality, biological resources, and noise impacts, all project impacts would be less that significant. c). Does the project have environmental effects which would cause substantial adverse effects on human beings, either directly or indirectly? Determination: Less Than Significant Impact The proposed project is a rezone and General Plan Amendment and will result in physical construction of 47 single-family residential units, landscaping improvements, a private park, and infrastructure improvements. All proposed development would be subject to review by City staff and the affected agencies to ensure that such development conforms to City goals, policies, and ordinances relative to the provision of adequate public health and safety objectives identified in the City of Baldwin Park General Plan and Municipal Code. As stated in Section 4.8 above, the Phase I ESA prepared for the project (Ecobility Corporation, 2014) identified one site, the San Gabriel Valley Area 2 Superfund Site (SGV Area 2), which represents a regional groundwater contamination plume that is located beneath the subject property (and surrounding lands), as well as a large portion of the San Gabriel Valley. The Superfund Site is considered to be an REC to lands affected by the proposed project. The SGV Area 2 Superfund Site is one of four known regional Superfund sites addressing groundwater contamination in the San Gabriel Valley. Chemicals of concerts involved with the Superfund Site include volatile organic compounds (VOCs), perchlorate, N- nitrosodimethylamine (NDMA), and 1,4 -dioxane. The SGV Area 2 is undergoing active groundwater remediation and monitoring under the regulatory guidance of the United States Environmental Protection Agency (USEPA) Region IX and the Los Angeles Regional Water City of Baldwin Park Page 113 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative Declaration Quality Control Board (LARWQCB). The proximity of the Superfund Site to the proposed project site is considered an REC to the subject property. As noted in Section 4.17, the project site would be served by the Valley County Water District, which provides public water service to the City and would therefore not be dependent upon groundwater. As such, the project would not require the use of groundwater supplies that may be contaminated, thereby reducing potential risk of health hazards to project residents. As the potential for identified hazardous conditions within the project area to affect the project site were limited to underlying groundwater conditions, it is not anticipated that such conditions would adversely affect the property and/or the health of future residents of the Pacific Villas community. The Phase I ESA concluded that, based on the information reviewed, no further assessment of the project site is required at this time. With project compliance with relevant federal, State, and local regulations and polices pertaining to the proper handling, treatment, and disposal of potentially hazardous materials or wastes associated with the project site or surrounding properties, it is not anticipated that the project would 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. Impacts would be less than significant. Additionally, the project may have the potential to adversely affect human beings through accidental release or spill of hazardous materials or substances (i.e. diesel fuel, hydraulic oil, pesticides/herbiddes, grease, solvents, adhesives, paints, and/or other petroleum based products) during construction or operation. All applicable local, State, and federal safety standards for the safe handling and use of these materials would be adhered to in order to ensure that potential impacts are minimized to the extent feasible. Through project compliance with applicable regulations pertaining to hazardous materials, the project is not expected to have environmental effects that would cause substantial adverse effects on human beings, either directly or indirectly. Project impacts would be less than significant. In view of the above analysis, it is determined that the project will not have a significant impact on the environment, with implementation of mitigation measures identified herein, and an environmental impact report is not required. August 2016 Page 114 City of Baldwin Parr TTM No. 73354 InAfai Study/Mitigated Negative Declaration Section 4:0 Environmental Analysis 4.19 DETERMINATION (To be completed by the Lead Agency) On the basis of this initial evaluation: ❑ I find that the proposed project COULD NOThave a sip fieant effect on the environrnent; and a NEGATIVE DECIAMTTQN will be prepared - 0 I find that although the propped project could have a significant effect on the environment, there will not be a significant effect in this case because the trutigation measures described on an attached sheet have been added to the project..A M1 IGATED NEGATIVE DEMARATION will be prepared. © I find that the proposed project MAY have a significant effect on the environniud, and an tNVIRONNIENTAL RVVACT REPORT is required. ❑ I find that the proposed project MAY have a. significanteffeck(s) on the,environrnent, but at least one effect 1) has been adequately analyzed in an earlier domnimt pursuant to applicable legal .standards, and 2) has been .addressed by mitigation measures based on the earlier analysis as described on attached sheets, if the effectis a "potentially significant impact" or -potentially significant unless .mitigated." An ENVIRONMENTAL JMPACT 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 (fat the environment, there WILL NOT be a significant effect in this case beamse all potentially significant ,effects (a) have been analyzed adequately in an :earlier EIR PursuAmt to appEcablestandards, and (b) have been avoided or mitigated pursuant to that -earlier Mincluding revisions or mitigation measures that are imposed . npott the proposed project Signatu�ie: Date:8 1-7 ZP Printed h atne:. _ Imo" ` City Planner City of Baldwin Park Page 115 August 2016 TTM No. 73354 Section 4.0 Environmental Analysis Initial Study/Mitigated Negative declaration PAGE IIV '=OVALLY LEFT BLAIVK August 2016 Page 116 City of Baldwin Park Section 5.0 References 5.1 LEAD AGENCY CITY OF BALDWIN PARK PLANNING DEPARTMENT 14403 E. Pacific Avenue Baldwin Park, California 91706 5.2 PREPARERS OF INITIAL STUDY/MITIGATED NEGATIVE DECLARATION Michael Baker International 40810 County Center Drive, Suite 100 Temecula, CA 92591-6022 Darren Edgington, LEER AP BD+C, Project Manager Achilles Malisos, Air Quality / GHG / Noise Specialist Nicole Marotz, A1CP, LEED AP, Senior Environmental Planner Hilary Potter, Technical Writer/Graphics Madison. Roberts, Planner/Graphics 5.3 REFERENCES Baldwin Park Unified School District web site http-//www•bpusd.net/ accessed March 9, 2016. California Department of Conservation. Farmland Mapping and Monitoring Program. Los Angeles County Important Farmland 2012. California Department of Finance, Table 2: E-5 Population and Housing Estimates for Cities, Counties, and the State, 2011-2016, with 2010 Census Benchmark (updated January 1, 2016). http://www.dof.ca.gov/Forecasting/Demographics/Estimates/E-5/. Accessed July 19, 2016. California Department of Finance, Tables of January 2015 City Population Ranked by Size, Numeric, and Percent Change, Table 1, City Total Population 2015. http://www.dof.ca.gov/research/demographic/reports/estimates/e-1/view.php. Accessed March 9, 2016. City of Saldwm Park Page 117 August 2016 -fiM No. 73354 Section 5.0 References Initial Study/Mitigated Negative Declaration California Department of Transportation - Scenic Highway Routes (Los Angeles County). http://www.dot.ca.gov/hq/LandArcIV16 livability/scenic highways/index.htm. Accessed March 10, 2016. California Environmental Protection Agency State Water Resources Control Board (Los Angeles Region) web site http://www.swreb.ca.gov/. Accessed March 8, 2016. California Environmental Protection Agency, California Greenhouse Gas Emission Inventory - 2015 Edition, http://www.arb.ca.gov/cOnventory/data/data.htrn, accessed March 8, 2016. CalRecycle.Fadhty/Site Summary Details: El Sobrante Landfill (33 -AA -0217). http://win w.calrecyde.ca-gov/SWFacilities/Directory/33-AA-0217/Detail/. Accessed March 8, 2016. Carbon Dioxide Equivalent — A metric measure used to compare the emissions from various greenhouse gases based upon their global warming potential. City of Baldwin Park General Plan Update 2020 Final Program Environmental Impact Report, September 2002. City of Baldwin Park General Plan Update 2020, Adopted November 2002. Last Amended April 1, 2015. City of Baldwin Park website http://www.baldwinpark.com/. Accessed February to March 2016. City of Baldwin Park, Initial Study and Notice of Preparation for the City of Baldwin Park General Plan Update 2020, December 1998. City of Baldwin Park, Recreation Department, Recreation and Community Services. http://www.baldwinpark.com/index.php/recreation. Accessed March 8, 2016. City of Baldwin Park, Chapter 153: Zoning Code. https:/Iwww.baldwinpark.com/docssidemenu/community- development/plannmg/zoning-code-individual-elements/426-153-140-performance- standards/file. Accessed Pune 3, 2016. County of Los Angeles Countywide Integrated Waste Management Plan, 2012 Annual Report (August 2013). County of Los Angeles web site http://www.lacounty.gov/wpsjportal/lac. Accessed March 2016. August 2016 Page 118 City of Baldwin Park TPM No. 72915 Section 5.0 References Initial Study/Mitigated Negative Declaration Geoteclurical Evaluation. DUCO Engineering, Inc. August 18, 2014. Governor's Office of Planning and Research, CEQA and Climate Change: Addressing Climate Change Through California Environmental Quality Act (CEQA) Review, 2008. http://www.conservation.ca.gov/dlrp/f-nmp/Pages/LosAngeles.aspx. Accessed March 8, 2016. Los Angeles County Department of Regional Planning. General Plan 2035. Conservation and Natural Resources Element. Figure 9.3, Significant Ecological Areas and Coastal Resources Areas. Adopted October 6, 2015. http://planning.lacounty.gov/assets/upl/project/gp-2035_2014-FIG 9- 3_significant ecoloecal_areas.pdf. Accessed March 7, 2016. Los Angeles County Department of Regional Planning. General Plan 2035. Conservation and Natural Resources Element. Figure 9.3, Significant Ecological Areas and Coastal Resources Areas. Adopted October 6, 2015. http://planning•lacounty.gov/assets/upl/project/gp--2035_2014-FIG_9- 3_signifiicant ecological_areas.pdf. Accessed March 7, 2016. Phase I Environmental Site Assessment. Ecobility Corporation. July 22, 2014. South Coast Air Quality Management District (http://www.agmd.gov/docs/default- source/cega/handbook/greenhouse-gases-(ghg)-cepa-significance-thresholds/year 2008- 2009/ghg-meeting-13/ghg-meeting-13-minutes.pdf?sfvrsn 2). South Coast Air Quality Management District, http://w'ww,agmd.gov/docs/default-source/rule- book/reg-xi/r1113.pdf. Southern California Association of Governments, 2012 Adopted Growth Forecast, http://www.scag.ca.gov/forecast/, accessed March 8, 2016. State of California Department of Conservation "California important Farmland Finder" State of California Department of Toxic Substances Control, "EnviroStor" website, http://www.envirostor.dtsc.ca.gov. Accessed on March 9, 2016. State of California, Department of Finance, E-5 Population and Housing Estimates for Cities, Counties and the State — January 1, 2011- 2015. Sacramento, California, May 1, 2015. Traffic Impact Analysis. TJW Engineering. March 23, 2016. City of Baldwin Park Page 119 August 2016 TTM No. 73354 Section 5.0 References Initial Study/Mitigated Negative Declaration PAGE INTENTIONALLY LEFT BLANK August 2016 Page 120 City of Baldwin Park Initial Study/Mitigated Negative Declaration Tentative Tract Map No. 73354 (Pacific Villas) Appendix A Plan/Design Review Appendices Tentative Tract Map No. 73354 (Pacific Villas) Initial Study/Mitigated Negative Declaration This page intentionally left blank Appendices F- 0 cx 0 z O U w �n z 0 4 LL w J Ell Q J J Q Q > U I� u Q LL Lii J w Q J U a CY CY a z O w mo 0 Q J S Q an 1 Z m ■flll� ■1111:- m I w�2 a r- 0 H NQ LL o LL LL a N a ►- L~LL LU rb�r� a w c F S 0 Q z d U W LL N ri LL W J m N a Cn Q J F -- a cca CIO z m ©f f` �;�• � •ries 7 0 cz C) F=^ in Z O U Lu 'A F - z 0 LL LL LL J Q J U Q CL J J 01 C .Y L L as ICL M M ; J Q p U as S a m LO rri a Ln a U O O i.i: o Li, O N)�0 A`) N 7 III Off ice■ HO� 211 z 0 LLLL H LL Lu Q J a m LO rri a Ln a U O O LL n ujo m I,q CV �1111111 ■■ ;:I Illflll' ■�,■� �`- I m RLJE OMEN g t- L C Z 0 H J 0 Q J L U Q a Initial Study/Mitigated Negative Declaration Tentative Tract Map No. 73354 (Pacific Villas) Appendix B Air Quality/Greenhouse Gas Data Appendices Tentative Tract Map No. 73354 (Pacific Villas) Initial Study/Mitigated Negative Declaration This page intentionally left blank Appendices � � $ a c C) % k 0 / / CL � ■ S 0 7 k 7 2 0 � U 0 . 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This study provides potential grading and construction recommendations to aid in the preliminary engineering design, and preparation of the proposed lot. Due to the nature of the investigation, and the lack of availability of any preliminary design or site plans, this report is not anticipated for use in the final design or permitting processes. 1.1 Proposed Construction While no information was provided this firm regarding proposed construction, the assumptions made for expected use are one- or two-story, single- or multi -family residences, with conventional wood and stucco construction. The analysis and recommendations contained herein are predicated upon this assumption. Anticipated grading of this lot would likely involve cut and fill regrading of the existing ground surface for the proposed development, in addition to providing adequate drainage. No retaining walls are expected, however a small retaining wall may be necessary to achieve the desired finished grade and to aid in drainage. Recommendations shall include remedial grading for the proposed construction on continuous and pad foundations. Slab -on -grade floors are assumed. The proposed construction will connect to the existing city sewer located in the street. Page 3 T Job No.: 14-038 August 18, 2014 1.2 Field Exploration On August 6, 2014, this firm performed a field reconnaissance at the subject site. Subsurface exploration involved excavating three (3) test holes, utilizing a truck- mounted drill rig. These test holes were logged, and subsurface conditions were logged using a standard penetrometer. Test holes were excavated to a maximum depth of 17 feet, and were backfilled upon completion of testing. While some settlement may occur over time at the test hole locations, at the client's request, recompaction of these areas may be accommodated into the grading process. The locations of the test holes and a sketch of the proposed site are attached as Figure No. 1; test hole logs can be found in Appendix A. 1,3 Laboratory Testing Laboratory testing for this project was limited to the testing of on-site materials. A brief description of each type of test is presented below. Specific results are included in Appendix B. In addition to the in-situ field tests, permeability testing on the subject soils was conducted using ASTM D2434, to provide preliminary design values for infiltration. The opinion of this firm is that this test method provides accurate design data suitable for initial design. However, the County of Los Angeles does not currently recognize this method, and further testing may be required to satisfy the governing authorities. Expansion tests were performed on representative surface soils in general accordance with the standard procedure of Expansion Index test ASTM 4829. In this testing procedure, the remolded sampled is compacted at 50 percent saturation and after remolding, the sample is confined under a pressure of 144 psf. and allowed to soak for twenty-four hours. The resulting volume change due Page 4 Job No.: 14-038 August 18, 2014 to an increase in moisture content is recorded together along with the initial moisture content and dry density. The corresponding Expansion Index is presented in Appendix B. Corrosivity tests were previously performed on composite samples to evaluate the pH and electrical resistance of the soils. These tests were reportedly conducted in general accordance with California Test method No. 643. Soluble Chlorides were evaluated in general accordance with California test method No. 422. The concentration of soluble sulfate was also evaluated in general accordance with California test method No. 417. Duco Engineering, Inc. does not practice corrosion engineering. We recommend a competent corrosion engineer be retained to further evaluate and test the site soils, as required, to provide specific corrosion mitigation methods appropriate for the project. 2.0 Site Conditions Site Description The site consists of a rectangularly shaped lot on the northeast side of Pacific Avenue, near Puente Avenue in Baldwin Park, located in the plains of the San Gabriel Valley. At the time of exploration, this site was vacant, although a curb, sidewalk, and multiple drive approaches currently exist. The property is largely flat, and drains slightly from north to south, with approximately 3 feet change in elevation. There are no slopes on the site and, to our knowledge, none are proposed to be constructed. At the time of our evaluation the site was sparsely covered by wild grass and weeds. Wild plants and shrubs edged the property line. Any cavities remaining Page 5 Job No.: 14-038 August 18, 2014 from tree or stump removal are to be removed and recompacted during the grading process. 2.1 Subsurface Conditions Fill soils were encountered to a depth of approximately one to two feet, with soft surFicial soils extending to approximately five feet. All fill and soft surficial soils should be expected to be removed and recompacted. Localized fills and necessary removal depths may be deeper and associated with past grading and unforeseen subsurface structures, and predicated upon final design. Details of these trenches can be found in the log of borings Appendix A. 2.2 Fill Soils Fill soils consisted of silty fine sands, with scattered solid debris and trash. These soils are not suitable for support of foundations or additional fill soils and shall be entirely removed and re -compacted during the remedial grading procedure. 3.0 Geologic Summary The site is located in the alluvial plains that emanate from the San Gabriel Mountains. No landslides were encountered during our site evaluation and none are known to exist on the property or at a location that would impact the project. Hazards associated with Seismic Hazard Mapping (liquefaction) were not found on site. No ground water was encountered in any holes to the depths explored and none is expected at an elevation that would affect the proposed site development. Page 6 Job No.: 14-038 August 18, 2014 4.0 Conclusions and Recommendations 4.1 Site Conditions Conditions at the site are considered feasible for the reasonably anticipate design development. 4.2 Onsite Fill Solis Based on our field evaluation, fill soils were encountered as noted. It is our opinion that all fill soils should be entirely removed and/or recompacted at the site beneath all proposed structures, including patios and porches and associated footings. Any imported soils to be used for fill shall be evaluated prior to importing. 4.3 Expansive Soils Expansion testing was performed on the encountered onsite soils. These soils were found to have a very low expansion potential. Results of these tests can be found in Appendix B. During grading procedures it is possible that those soils used to finish the pad that will directly affect the surrounding foundations will vary. An expansion test and revision of these recommendations may be necessary. The minimum engineering construction measures that should be anticipated for the onsite soils are as follows. Floor slabs shall be 4 inches thick and reinforced with #3 rebar eighteen inches on center. Slabs shall be cast on 4 inches of washed concrete sand with a 10 mil vapor barrier in the center of the sand layer. Typical foundation reinforcement consists of one or two #4 rebars in the top and Page 7 Job No.: 14-038 August 18, 2014 bottom of the footings. Additional reinforcement may be necessary at the discretion of the structural engineer. A grade beam shall be placed across any garage type door opening. 4.4 Seismic Design Considerations 4.4.1 Design Criteria The following parameters based on ASCE 7-10 may be used for the proposed structural design in accordance with Section 1613 of the CBC: Site Class D Ss 2.142 S1 0.760 Fa 1.0 Fv 1.5 SMS 2.142 SM1 1.140 Page 8 Job No.: 14-438 August 18, 2094 5. Corrosivity A representative sample of the onsite soil was previously obtained for Corrosivity testing in the referenced report. Results of those tests are presented in Appendix B. Based on the results of the tests, the onsite soils are considered to be moderately corrosive with respect to resistivity only. On site soils are not considered corrosive to concrete. It is recommended that all metal pipes should be wrapped in a tape coating system, sleeved, coated with a high quality dielectric coating, or embedded in 3 sac slurry mix using type V cement. Bond underground steel pipes with rubber gasketed or other nonconductive type joints for electrical continuity. Copper pipes should be placed in a poly -sleeve or other appropriate material and protected from soil contact. Consideration should be given to running overhead. 6.0 Site Preparation and Grading The following recommendations provide a synopsis of the recommended grading operation. Due to the soft surface/fill and their potential for differential settlement it is recommended that all fill soils and the soft surface soils be removed and recompacted within the enfiire building area; depths to 5 feet below ground surface should be expected. In addition, all fill and natural ground shall be removed and recompacted within the building area to provide a compacted fill mat 36 inches below the bottom of the proposed footings. Areas to receive fill will be stripped of all vegetation, all artificial fill and topsoil. Removals could range four based on actual design grades, localized areas may be deeper. This removal should extend to a minimum lateral distance of 5 feet beyond the building line including porches and patios and associated foundations or to a depth equal to the depth of compacted fill. The aforementioned Page 9 Job No.: 14-038 August 18, 2014 recommendation shall be considered adequate remediation for the cuttfiill grading transition. Any basements, sewage lines and/or tanks shall be entirely removed. Seepage pits shall be filled with 3 sac slurry and cut five feet below grade then compacted fill shall be placed atop the filled excavation to the proposed finish grade. 6.1 Demolition and Debris Disposal Any demolition debris, and debris encountered in the clearing and grubbing and all vegetation is to be cleared and hauled offsite. Any existing or abandoned utilities located within the proposed development area should be removed or relocated. 6.2 Grading Recommendations After removal of all debris and vegetation and conforming to those recommendations previously set forth in site preparation and grading, fill soils may be recompacted. Prior to recompaction of these materials all excavations will be inspected and approved and prior to placing fill. The bottom of the approved excavation will be properly scarified; moisture conditioned and compacted to a depth of eight (8) inches prior to filling. Fill soils will be spread in six to eight (6-8) inch loose lifts and contain 116% to 125% of optimum moisture content and then recompacted to in excess of 90% of the maximum density. The maximum density will be evaluated by ASTM D-1557 or equivalent. 6.33 Shrinkage An average shrinkage factor of 15-20% should be anticipated when excavating and recompacting onsite surface soils. Page 10 Job No.: 14-038 August 18, 2014 7.0 Concrete Fiatwork and Hardscape Areas to receive hardscape should have the upper one (1) foot of natural soil or subgrade soil, whichever is deeper, recompacted to a minimum of 90%. Moisture content of subgrade soils should be maintained above optimum moisture. Concrete flatwork shall be four (4) inches thick and consideration should be given to reinforcing with 6x6-10/10 welded wire mesh or #3 rebar 18 inches on center each way. Control joints shall be provided, a minimum of one inch deep, eight feet on center. All flatwork should be poured independent of the proposed structure and be separated by an expansion joint (felt). Pavement areas of proposed asphalt driveways should be overexcavated and recompacted to 90%. Removal should extend two feet below subgrade or the natural ground whichever is deeper. If all the old fill is not removed in the paving and hardscape areas, some settlement should be expected. Any borrow areas (streets, yards) shall be documented with survey. elevation to assure proper future filling and compaction. 880 Temporary Excavations All excavations must comply with current OSHA standards, state, local and federal safety regulations. All excavations should be sloped at an angle of 1:1. Surcharge loading, including stockpiled soil, should be placed 1:1 the excavation height back from the top of the excavation. Page 11 Job No.: 14-038 August 18, 2014 9.0 Foundation Recommendations Continuous and square footings shall be founded entirely on competent compacted fill; based on anticipated development, foundations should be 12 and 18 inches deep minimum and 12 and 15 inches wide, respectively, for one- and two-story structures. Based on standard penetration test correlations, allowable bearing capacity of the on-site natural soils is expected to be approximately 1800 psf. A lateral bearing value of 200 psf/ft with a coefficient of friction 0.3 is anticipated where concrete is poured in direct contact with the compacted fill. In these conditions, foundation recommendations usually consist of two #4 rebars in the top and bottom of the footings. Additional reinforcement may be necessary at the discretion of the structural engineer. 10.0 Retaining Wall Recommendations Retaining walls are not anticipated; however, should any retaining walls be proposed, further geotechnical evaluation will be necessary. All walls should be drained with a subdrain and backfilled and compacted to 90% of the maximum density. Retaining wall foundations imbedded into compacted fill or approved natural ground (deeper) may be designed using the above foundation recommendations. 11.0 Drainage All site drainage should be collected and transferred to the street or approved storm water drainage structure. No drainage should pond against any foundation or retaining wall. Drainage should not be allowed to flow uncontrolled over any Page 12 Job No.: 14-038 August 18, 2014 slope or pond at the top of any slope. Preliminary infiltration design may use an estimated infiltration rate of 2.34 in/hr, based upon laboratory testing as previously described. Any planned area drains should be recessed below grade to allow the free flow of water into the drain inlet. Flatwork and concrete walks should be at an elevation such that they will not obstruct the flow of surface water. Proper drainage should be maintained at all times. It is also recommended that roof gutters be placed on the building and roof gutter water be directed into an appropriate drainage device. 12.0 Geotechnical Review/Closure Further analysis and subsurface exploration will be necessary to provide precise site-specific design criteria and grading recommendations, all of which shall be based upon the finalized grading plan. Observation, inspection and testing should be performed during grading and construction by a representative of the geotechnical engineer. Site preparation, fill material removal and recompaction, foundation and soil preparation for construction should also be reviewed by a geotechnical engineer. These additional services are not a part of this report and are provided at an additional cost. The findings in this report are based and prepared in accordance with generally accepted geotechnical engineering practices. Page 13 Job No.: 14-038 August 18, 2014 Should you have any questions with regard to this report of the recommendations contained herein, please contact this office. Respectfully submitted, DUCO ENGINEERING INC. Approved by, Daniel Dufrenne Frank C. Stillman GE 805 APPENDIX A APPENDIX B LABORATORY TESTING Laboratory tests were performed 'in general accordance with test methods of the American Society for Testing and Material (ASTM) or other suggested methods. The results of the laboratory tests are presented on the following tables. The moisture content results are indicated on the exploratory boring logs. TABLE B-1 SUMMARY OF LABORATORY MAXIMUM DRY DENSITY, OPTIUMUM MOISTURE CONTENT AND EXPANISON INDEX (ASTM D-1557), (UBC 18-2) Soil Type Maximum Density Optimum Moisture Expansion Index A- Silty Sand w/ Gravel 127.2 PCF 9.5% 0 TABLE B-11 SUMMARY OF CORROSIVE TESTING (CALIFORNIA 417, 422, 643) Soluble Sulfate per CA. 417 Soluble Chloride per CA. 422 Minimum Resistivity per CA. 643 pH 79 ppm 118 ppm 2738 ohm -cm 6.4 THIS PAGE INTENTIONALLY LEFT BLANK Initial Study/Mitigated Negative Declaration Tentative Tract Map No. 73354 (Pacific Villas) Appendix D Phase I Environmental Site Assessment Appendices Tentative Tract Map No. 73354 (Pacific Villas) Initial Study/Mitigated Negative Declaration This page intensionally left blank Appendices 1 July 22, 2014 Mega 5 Partners, Inc. 2863 Maricopa Street Torrance, CA 90503 ATTN: Mr. Allan Lui RE: Transmittal of Phase I Environmental Site Assessment Report for 14827, 14833 & 14839 Pacific Avenue, Baldwin Parr, California, Ecobility Project Number: 032-14.001-1. Dear Mr. Lui Please fine attached a copy of the Phase I Environmental Site Report for the above referenced property. The report reflects the condition of the Subject Property on the date of the assessment and may not reflect its current condition. This cover letter is an inherent part of the reports provided. If you have any questions or comments, or need additional information, please call our office at (310) 910-1499. Ecobility appreciates the opportunity to work with you on this project, and trusts that this information is sufficient for you needs. Sincerely, Valerie Marshall Senior Environmental Scientist Attachments: PDF Copy of the Report Post Office Box 2651, Palos Verdes Peninsula, California, 90274 Phone 310.910.1499 Fax 310.377.3745 www.ecobilitycorp.com M. ecoulfty PHASE I ENVIRONMENTAL ASSESSMENT REPORT 14827, 14833 & 14839 Pacific Avenue Baldwin Park, CA 91706 Prepared For: Mega 5 Partners, Inc. 2863 Maricopa Street Torrance, CA 90503 Prepared By: Ecobility Corporation P.O. Box 2651 Palos Verdes Penninsula, CA 90274 Project Number 032-14-001-1 July 22, 2014 Table of Contents 1.0 GENERAL INFORMATION 1 2.0 SUMMARY AND EVALUATION 2 2.1 ENVIRONMENTAL REPORT SUMMARY TABLE 2 2.2 FINDINGS AND CONCLUSIONS 3 2.2.1 DATA GAPS 3 22.2 HRECs 4 2.2.3 RECs 4 2.2.4 CONTROLLED RECS 4 2.3 RECOMMENDATIONS 4 3.0 INTRODUCTION 5 3.1 CONTRACTUAL RELATIONSHIP 5 3.2 PURPOSE 5 3.3 SCOPE OF WORK 6 3.4 LIMITATIONS AND EXCEPTIONS 7 3.5 RELIANCE 8 3.6 SPECIAL TERMS & CONDITIONS 8 3.7 LOCATION AND SITE DESCRIPTION 8 3.8 ADJOINING PROPERTY INFORMATION 8 4.0 USER PROVIDED INFORMATION 10 4.1 ACTUAL AND SPECIALIZED KNOWLEDGE 10 4.2 VALUATION REDUCTION FOR ENVIRONMENTAL ISSUES 10 4.3 USER, OWNER, PROPERTY MANAGER AND OCCUPANT INFORMATION 10 4.4 TITLE RECORDS, ENVIRONMENTAL LIENS AND ACTIVITY/USE LIMITATIONS 10 4.5 COMMONLY KNOWN OR REASONABLY ASCERTAINABLE INFORMATION 11 4.6 OTHER LAND USE RECORDS 11 5.0 RECORDS REVIEW 12 5.1 STANDARD ENVIRONMENTAL DATABASE RECORDS 12 5.2 PHYSICAL SETTING 17 5.2.1 TOPOGRAPHY 17 5.2.2 GEOLOGY 17 5.2.3 HYDROLOGY 18 5.3 HISTORICAL USE 18 5.3.1 HISTORICAL SUMMARY 18 5.3.2 CITY DIRECTORIES 18 5.3.3 AERIAL PHOTOGRAPHS 22 5.3.4 SANBORN FIRE INSURANCE MAPS 23 5.3.5 HISTORICALTOPOGRAPHIC MAPS 23 5.3.6 OIL AND GAS MAPS 24 5.4 STATE AND MUNICIPAL RECORDS 25 5.5 OTHER ENVIRONMENTAL REPORTS 25 6.0 SITE RECONNAISSANCE 26 6.1 METHODOLOGY AND LIMITING CONDITIONS 26 6.2 GENERAL SITE SETTING 26 6.3 SITE RECONNAISSANCE - SUBJECT PROPERTY 26 6.3.1 HAZARDOUS SUBSTANCES 27 6.3.2 PETROLEUM PRODUCTS 27 6.3.3 USTs 27 6.3.4 ASTs 27 6.3.5 ODORS 27 Table of Contents 6.3.6 OTHER SUSPECT CONTAINERS 27 6.3.7 EQUIPMENT LIKELY TO CONTAIN PCBs 28 6.3.8 HEATING AND COOLING 28 6.3.9 INTERIOR STAIN INGICORROSION 28 6.3.10 DRAINS AND SUMPS 28 6.3.11 PITS, PONDS AND LAGOONS/POOLS OF LIQUID 28 6.3.12 STAINED SOIL OR PAVEMENT 28 6.3.13 STRESSED VEGETATION 28 6.3.14 SOLID WASTE DUMPINGILANDFILLS 28 6.3.16 WASTE WATER/DISCHARGE FEATURES 29 6.3.16 WELLS 29 6.3.17 SEPTIC SYSTEMS 29 6.4 SITE RECONNAISSANCE - ADJOINING PROPERTIES 29 6.4.1 HAZARDOUS SUBSTANCES 29 6.4.2 PETROLEUM PRODUCTS 29 6.4.3 USTs 30 6.4.4 ASTs 30 6.4.5 ODORS 30 6.4.6 OTHER SUSPECT CONTAINERS 30 6.4.7 EQUIPMENT LIKELY TO CONTAIN PCBs 30 6.4.8 HEATING AND COOLING 30 6.4.9 INTERIOR STAIN INGICORROSION 30 6.4.10 DRAINS AND SUMPS 30 6.4.11 PITS, PONDS AND LAGOONS/POOLS OF LIQUID 30 6.4.12 STAINED SOIL OR PAVEMENT 31 6.4.13 STRESSED VEGETATION 31 6.4.14 SOLID WASTE DUMPING/LANDFILLS 31 6.4.16 WASTE WATER/DISCHARGE FEATURES 31 6.4.16 WELLS 31 6.4.17 SEPTIC SYSTEMS 31 7.0 INTERVIEWS 32 Appendices Appendix A FIGURES 33 Appendix B PHOTOGRAPHS 35 Appendix C HISTORICAL RESEARCH 47 Appendix D REGULATORY RECORDS 145 Appendix E QUALIFICATIONS 307 Appendix F ADDITIONAL. DOCUMENTATION 321 Project Information: PACIFIC AVENUE PROJECT Project Humber. 032-14-001-1 Consultant Information: Eoob!W Corporation P.O. Box 2651 Palos Verdes Penninsula, CA 90274 Phone: (310)910-1499 Fax: (310) 377-3745 E-mail Address: valerie.marshall@ecobilitycwrp.com Inspection Date: 07!0812014 Report Date: 07/22/2014 Site Assessor. Valerie Marshall Senior Environmental Scientist Senior Reviewer: Michael M. Mooradian Principal Certification: RY Phase 1 ESA ProieoM32-14-001-1 Site Information: 14833 Pacific Avenue Baldwin Park, CA 91706 County: Los Angeles Latitude, Longitude: 34.061000, -117.953500 Site Access Contact: Client Information: Mega 5 Partners, Inc. Mr. Allan Lui 2863 Maricopa Street Torrance, CA 90503 . I declare that, to the best of my professional knowledge and belief, I meet the definition of Environmental Professional as defined in 40 CFR Part 312. 1 have the specific qualifications, based on education, training and experience to assess a property of the nature, history and setting of the subject property and the professional judgment to develop opinions conclusions regarding conditions indicative of releases or threatened releases. I have developed and performed the all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312. her Valerie Marshall - Senior Environmental Scientist 07/22/2014 ■ rrn veiiei Phase I ESA Proiect4032-14-001-1 Ecobility Corporation (Ecobility) has performed a Phase I Environmental Site Assessment (ESA), in conformance with the scope and limitation of ASTM E 1527-13 for the property located at 14827, 14833 and 14839 Pacific Avenue in the City of Baldwin Park, California (See Figure 1), The Phase i ESA was conducted in general accordance with Ecobility's proposal dated July 2, 2014. The Subject Property is comprised of one rectangular parcel (APNs: 8438-015-037, 8438-015-43, 8438-015-047 and 8438-015-059) of land that totals approximately 3.188 acres. Access to the property is from Pacific Avenue to the south. At the time of assessment, the Subject Property was a unimproved vacant dirt lot. No structures or roads were present on the Subject Property. Based on the review of historic topographic maps and aerial photographs the Subject Property was undeveloped land from approximately 1894 to 1927 and agricultural land from approximately 1927 to 1952. In 1952 the westem most parcel is agricultural and the remaining three parcels appear to be residential with small residential structures. The property appeared to be residential from approximately 1952 to 2005 and then vacant from 2009 to 2012. Only one of the four parcels (14839 Pacific Avenue) is listed in City Directories in 1975, 1980 and 1985 as Glady's Chase Rest Home. The remaining three parcels were not listed in the City Directories searched. Eoobility reviewed Federal, state and local regulatory databases provided Environmental Data Resources, Inc. (EDR) to assess the Subject Property and known or suspected sites of environmental contamination within the search distance from the Subject Property as specified in ASTM Standard E 1527-13. The Subject Property was not listed on any federal, state or local regulatory databases. Based on the Tier 1 assessment conducted in general accordance with ASTM E 2600-10, no sites with the 113 mile radius or area of concern were identified as existing or likely existing vapor encroachment conditions to the Subject Property. The property is located in a residential area, mixed with commercial businesses southeast along Pacific Avenue and northeast, east and southeast along Puente Avenue. The surrounding property is residential to the north, west and south, with a mixture of residential and commerciallretail businesses to the east, northeast and southeast. 2.1 ENVIRONMENTAL REPORT SUMMARY TABLE Ecobility Corporation has performed a Phase I Environmental Site Assessment in conformance with the Scope of Work developed in cooperation with the client and the provisions of ASTM Practice E 1527-13. Any exceptions to, or deletions from, this practice are described in various sections of this report Within the scope of this investigation, Ecobility Corporation discovered evidence of recognized environmental conditions in connection with the Subject Property. The findings and conclusions of this report are discussed below. Report Section DATA HREC REC CREC Further Comments GAP Investigation 3.8 ADJOINING PROPERTY No No No No INFORMATION 5.1 STANDARD ENVIRONMENTAL No No Yes No The SGV Area 2 Superfund Site, a regional DATABASE RECORDS groundwater contamination plume that is located beneath the Subject Property, and a large portion of the San Gabriel Valley, is considered a REG to the Subject Property. 5.3.1 HISTORICAL SUMMARY No No No No 6.3.1 HAZARDOUS SUBSTANCES No No No No 6.3.2 PETROLEUM PRODUCTS No No No No 63.3 USTs No No No No 07/22/2014 2 NK -Y Phase I ESA ProjedW32-14-001-1 12A ENVIRONMENTAL REPORT SUMMARY TABLE (continued) Report Section DATA GAP HREC REC CREC Further Comments' Investigation 6.3.4 AST$ No No No No 6.3.5 ODORS No No No No 6.3.6 OTHER SUSPECT CONTAINERS No No No No 6.3.7 EQUIPMENT LIKELY TO CONTAIN PCBs No No No No 6.3.8 HEATING AND COOLING No No No No 6.3.9 INTERIOR STAININGICORROSION No No No No 6.3.10 DRAINS AND SUMPS No No No No 6.3.11 PITS, PONDS AND LAGOONSIPOOLS OF LIQUID No No No No 6.3.12 STAINED SOIL OR PAVEMENT No No No No 6.3.13 STRESSED VEGETATION No No No No 6.3.14 SOLID WASTE DUMPINGILANDFILLS No No No No 6.3.15 WASTE WATEWDISCHARGE FEATURES No No No No 6.3.16 WELLS No No No No 6.3.17 SEPTIC SYSTEMS No No No No 2.2 FINDINGS AND CONCLUSIONS The following presents a summary of findings and conclusions associated with the Phase 1 FSA performed for the Subject Property, including known or suspect RECs, HRECs, CRECs and de minimis environmental conditions. The Subject Property was undeveloped land from approximately 1894 to 1927 and agricultural farm land from approximately 1927 to approximately 1948. The property was residential from 1948 to 1994. In 2005 the eastern most parcel was developed as residential and the remaining three parcel were vacant land. From 2009 to 2012 the property is vacant, dirt land_ No significant data gaps were encountered during the Phase I ESA. Ecobility has performed a Phase I ESA in conformance with the scope and limitations of ASTM Practice E 1527 of 14827, 14833, 14839 and a parcel with no address located in Baldwin Park, CA. Any exceptions to, or deletions from, this practice are described in this report_ This assessment has revealed no evidence of RECs, HRECs, CRECs and de minimis environmental conditions in connection with the property, with the following exception: - The San Gabriel Valley Area 2 Superfund Site, a regional groundwater contamination plume that is located beneath the Subject Property, and a large portion of the San Gabriel Valley, is considered an REC to the Subject Property. 2.2.7 DATA GAPS Pursuant to ASTM Standards, historical sources were obtained to document property use back to the property's first developed use or back to 1940, whichever was earlier. Historical data sources failure may occur when standard historical sources are not reasonably ascertainable. The review of historic topographic maps and aerial photographs indicate the Subject Property was undeveloped land from approximately 1894 to 1927 and agricultural farm land from approximately 1927 to 1952. In 1952 the western most parcel is agricultural and the remaining three parcels appear to be residential with small residential structures. The property appeared to be residential from approximately 1952 to 2005 and then vacant from 2009 to 2012. Only one of the four parcels (14839 Pacific Avenue, the most eastern parcel) is listed in City Directories in 1975, 1980 and 1985 as Gladys Chase Rest Home. The remaining three parcels are not listed in the City Directories searched. Based on the quality of historical sources reviewed for this assessment, the Subject Property was able to be researched back to its first use or 1940, therefore historical data failure was not encountered. No significant Data Gaps have been encountered for this property. 07122/2014 t . I• I rPl PhaselLlIESA Proiect#032-14-001-1 2.2 FINDINGS AND CONCLUSIONS (continued) - - 2.2.2 HRECs This assessment has revealed no evidence of historic recognized environmental conditions (HRECs) in connections with the property. 2.2.3 REGs Ecobility has performed a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice E 1527-13 of 14827, 14833 and 14839 Pacific Avenue, Baldwin Park, California. Any exceptions to, or deletions from, this practice are described in Section 3.4 of this report. This assessment has revealed evidence of RECs in connection with the Subject Property. The San Gabriel Valley Area 2 (SGV Area 2) Superfund Site, one of four known regional Superfund sites addressing groundwater contamination in the San Gabriel Valley, is located beneath the Subject Property. Chemicals of concern include: volatile organic compounds (VOCs), perchlorate, N-nitrosodimethylamine (NDMA)and 1,4 -dioxane. The SGV Area 2 is undergoing active groundwater remediation and monitoring under the regulatory guidance of the United States Environmental Protection Agency (USEPA) Region IX and the Los Angeles Regional Water Quality Control Board (LARWQCB). The proximity of the Superfund Site to the Subject Property is considered an REC to the Subject Property. 2.2.4 CONTROLLED RECs This assessment has revealed no evidence of controlled recognized environmental conditions in connections with the Subject Property. 2.3 RECOMMENDATIONS Based on the information reviewed, Ecobility recommends no further assessment of the property at this time. 07122/2014 4 dt „,„ ., Phase 4 ESA Project#032-14-001-1 Mega 5 Partners, Inc. authorized Ecobility Corporation to perform a Phase i Environmental Site Assessment (ESA) at 14827, 14833 and 14839 Pacific Avenue in the city of Baldwin Park, California. The Subject Propertyis comprised of four parcels of vacant land (APN: 8438-015-43, APN: 8438-015-047, APN: 8438-015-059 and APN: 8438-015-037), totaling approximately 3.188 acres. The Phase I ESA was conducted in general accordance with Ecobility's proposal dated July 2, 2014. 3.1 CONTRACTUAL RELATIONSHIP The work reported in this report is based on the scope of work and Terms and Conditions submitted to Mega 5 Partners, Inc., on July 2, 2014. Authorization to perform this assessment was given by Mr. Allan Lui of Mega 5 Partners, Inc., via receipt of a signed contract on July 7, 2014. Instructions as to the location of the property, access and an explanation of the property and facilities to be assessed were provided by Ms. Jennifer Lange of Land Development Consultants, representing the prospective purchaser. Ecobility Corporation considers Mega 5 Partners, Inc. to be the 'User of this assessment as defined in ASTM E 1527-13 as "the party seeking to use Practice E 1527 to complete an environmental site assessment of the property. A user may include, without limitation, a potential purchaser of a property, a potential tenant of property, an owner of property, a lender or a property manager. The user has specific obligations for completing a successful application of this practice....." 3.2 PURPOSE In accordance with the ASTM International' (ASTM) El 527-13 Standard Practice for Environmental Site Assessments (ESAs) the purpose of the Phase I Environmental Site Assessment (ESA) was to evaluate the current and historical conditions of the Subject Property in an effort to identify recognized environmental conditions in connection with the Subject Property. A recognized environmental condition is defined by ASTM as: Recognized Environmental Condition (REC) - The presence of or likely presence of any hazardous substances or petroleum products on a property under conditions that indicate an existing release, a past release, or a material threat of a release of any hazardous substances or petroleum products even under conditions in compliance with laws. The term is not intended to include de minimis conditions that generally do not present a material risk to public health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate government agencies. The identification of RECs in connection with the Subject Property may impose an environmental liability on owners or operators of .the site, reduce the value of the site, or restrict the use or marketability of the site, and therefore, further investigation may be warranted to evaluate the scope and extent of potential environmental liabilities. The United States Environmental Protection Agency (EPA) has stated that ASTM Standard E 1527-13 is consistent with the Standards and Practices for All Appropriate Inquiries (AAI), Final Rule (40 Code of Federal Regulations [CFR], Part 312) and is compliant with the statutory criteria for all AAI. AAI, as defined in the AAI Final Rule, must be conducted by persons seeking the landowner liability protections under the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) prior to acquiring a property or seeking or receiving federal Brownfields grants under the authorities of CERCLA. The purpose of AN, as defined in the AAI Final Rule, is to identify release and threatened releases of hazardous substances which cause or threaten to cause the incurrence of response costs. In addition to RECs, the purpose of the Phase I ESA is to also evaluate historic environmental conditions and controlled recognized environmental conditions in connection with the Subject Property as defined below. Historic Recognized Environmental Condition (HREC) is defined by ASTM 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 residential use criteria established by a regulatory authority, without subjecting the property to any required control (for example property use restrictions, activity and use limitations, institutional controls, or engineering controls). If the past release is determined to be a REC at the time of the Phase I ESA, the condition will be considered a REC. 07122!2014 5 Bmaty Phase I ESA Project#032-14-001-1 3.2 PURPOSE (continued) Controlled Recognized Environmental Condition {CREC} is defined by ASTM as a REC resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory agency (for example, as evidenced by the issuance of a no further action letter or equivalent, or meeting risk-based criteria established by a regulatory authority), with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls (i.e., property use restriction, activity and use limitations, institutional controls or engineering controls). A condition identified as a CREC does not imply that the adequacy or continued effectiveness of the required control that has been, or is intended to be implemented has been evaluated or confirmed. The Phase I ESA is being conducted as part of environmental due diligence in support of a possible property acquisition. It is assumed that this investigation is being conducted to identify recognized environmental conditions concerning the Subject Property, and to permit the user to satisfy one of the requirements to qualify for the innocent landowner defense to CERCLA liability. This investigation may mention but does not fully address non -scope considerations such as, but not limited to, asbestos containing materials (ACM), lead based paint, radon, lead in drinking water, mold, wetlands, regulatory compliance, cultural and historical resources, industrial hygiene, health and safety, ecological resources, endangered species, indoor air quality, and/or high voltage power lines, although, one or more may be mentioned in the report as a business environmental risk concern. 3.3 SCOPE OF WORK The Phase I ESA conducted at the Subject Property was in general accordance with ASTM Standard E 1527-13 and included the following: • A Tier 1 Vapor Encroachment Assessment; • Review Sanborn Maps, City Directories and EDR Database Report; • Review Topographic Maps, Aerials Photographs and Site Photographs; • Interviews with regulatory officials and personnel associated with the subject and adjoining properties; • A site visit; and • Evaluation of information and preparation of the report provided herein. Typically, a Phase I ESA does not include sampling or testing of air, soil, groundwater, surface water, or building materials. These activities would be carried out in a Phase II ESA, if required. For this Phase I ESA, no additions to the ASTM E 1527-13 standard were made with the exception of the following: None. The scope of work also included a preliminary Tier 1 Vapor Encroachment Assessment in accordance with. ASTM E 2800-10_ There is currently discussion in the industry that this is an integral part of a Phase I ESA. The scope includes reviewing existing readily available information, as outlined in the standard and summarized below, in conjunction with application of professional judgment: • Existing/planned use of the Target Property, • Existinglplanned type of structures, • Surrounding area description, • Federal, state, local, and tribal government records, • Historical records for the Target Property and surroundings, • General Physical Setting, including information on soils and the depth and direction of groundwater flow, • Significant natural or man-made conduits that can serve as preferential pathways, • User -specialized knowledge, experience, and commonly known or reasonably ascertainable information to the Target Property, • All of the information gathered in the Phase I ESA. The Tier 1 assessment includes a search distance test to determine if there are known or suspected contaminated properties within the Area of Concern (generally a radius of 113 mile from the Target Property). If the chemicals of concern (volatile organic compounds or petroleum chemicals) are present or likely present on those contaminated or suspected properties then the characteristics of the identified chemicals of concern (COCs) are considered. Other information including, but not limited to, the physical characteristics of the area including soil types, the depth to groundwater and the direction of flow are considered along with the proposed use, construction type, and any 07122x2014 R Phase 1 ESA Proiect#032.14-001-1 3.3 SCOPE OF WORK (continued) significant natural or man-made features are considered to assess the degree of vapor encroachment condition that may exist. The Tier I includes an assessment of one of the following four conditions: 1. Vapor encroachment condition (VEC) exists, 2. A VEC likely exists, 3. A VEC cannot be ruled out, 4. A VEC can be ruled out because a VEC does not or is not likely to exist. 3.4 LIMITATIONS AND EXCEPTIONS Ecobility has conducted a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice E 1527-13 of the property located at 14827, 14833 and 14839 Pacific Avenue, Baldwin_ Park, California. Any exoepbons to or deletions from this practice are described in Section 2.5 of this report. Along with all of the limitations set forth in various sections of the ASTM E 1527-13 protocol, the accuracy and completeness of this report may be limited by the following Access Limitations - None Physical Obstructions to Observations - None Outstanding Information Requests - None Historical Data Source Failure - None Other - None Significant assumptions made by Ecobility in regards to this Phase I ESA include: • Ecobility assumes all outside information collected and used, including that from regulatory agencies, database providers, interviews, title information, interviews and information provided from the client are complete and accurate. • Ecobility interpreted and inferred groundwater depth and flow direction of the shallow groundwater based on readily available information and our experience. Actual depths and flow directions may vary locally as a result of numerous and complex factors that would require a more in depth investigation beyond the scope of this assessment. The information and conclusions contained in this report are based upon work undertaken by trained professionals and technical staff in accordance with generally accepted engineering and scientific practices current at the time the work was performed. The conclusions and recommendations presented represent the best judgment of Ecobility based on the data obtained from the work. Due to the nature of investigation and the limited data available, Ecobility cannot warrant against undiscovered environmental liabilities. Conclusions and recommendations presented in this report should not be construed as legal advice. The services provided herein were not intended to be technically exhaustive and there is a possibility that with the proper application of methodologies, conditions may exist that were not reasonably identifiable from the available data. No ESA can wholly eliminate uncertainty regarding the potential for RECs in connection with a property. The ESA was intended to reduce, but not eliminate uncertainty regarding the potential for RECs in connection with a property. Should additional information became available which differs significantly from our understanding of conditions presented in this report, we request that this information be brought to our attention so that we may reassess the conclusions provided herein. it should be noted that this assessment did not include a review or audit of operational environmental compliance issues, or of any environmental management systems (EMS) that may exist on the property. Where required, the documents listed in Appendix C and D were used as reference material for the completion of the Phase I ESA. The Phase I ESA report is based on commonly known and reasonably ascertainable information much of which is obtained from other sources including, but not limited to, interviews, databases providers, insurance maps, and municipal records. Although attempts are made, whenever possible, to obtain a minimum of two confirmatory sources of information, Ecobility in certain instances is required to assume that the information provided is accurate. Ecobility cannot and does not warrant or guarantee that this information is accurate or complete. No other warranties are expressed or implied. 07/2212014 7 ty 4 IPI Phase I ESA ProiecM32-14-001-1 3.5 RELIANCE 1 This report has been prepared for the sole benefit of the Client (Mega 5 Partners, Inc.). The report may not be relied upon by any other person or entity without the express written consent of Ecobility Corporation and the Client with the following exception(s): None. Reliance or any use of this report by anyone other than those parties identified above, for which it was prepared is prohibited and therefore not foreseeable to Ecobility Corporation. Any unauthorized reliance on or use of this report, including any of the information or conclusions contained herein, will be at the third party's risk. No warranties or representations expressed or implied in this report are made to any such third party. Third party reliance letters may be issued upon timely request and payment of the then -current fee for such letters. All third parties relying on our report, by such reliance, agree that such reliance is limited by our proposal and General Conditions. 3.6 SPECIAL TERMS & CONDMONS Ecobility has prepared the Phase I ESA in accordance with the ASTM Standard Practice for E 1527-13. Findings within this report are based on information collected from observations made on the day of the site investigation and from reasonably ascertainable information obtained from the Client, local and state agencies and private sources. Ecobility is not responsible for consequences or conditions arising from facts that were concealed, withheld or not fully disclosed at the time the Phase I ESA was conducted. This report does not warrant against future operations or conditions, nor does it warrant against operations or conditions present of a type or a location not investigated. Subsurface conditions may differ from the conditions implied by the surface observation and can only be reliably evaluated through intrusive techniques. Ecobility makes no representation or warranty that the past or current operations at the Subject Property are, or have been, in compliance with all applicable Federal, state and local laws, regulations and codes. 3.7 LOCATION AND SITE DESCRIPTION The Subject Property consists of a rectangular shaped, approximately 3.188 acre parcel of vacant land. The property is comprised of four parcels of land: APN: 8438-015-043, APN: 8438-015-047, APN: 8438-015039 and APN: 8438-015-037. The entire property is tilled dirt with sporadic area of weeds and grass. The Subject Property is located on the north side of Pacific Avenue, northwest of the intersection of Puente Avenue and Pacific Avenue and southeast of Big Dalton Avenue and south of.leremie Street. The San Bernardino Freeway (Interstate 10) is to the south and the San Gabriel Freeway (State Highway 605) is to the west. Four concrete driveway aprons provide access to the property from Pacific Avenue. The topography for the general area of the Subject Properly is flat. The elevation is approximately 373 feet above sea level and the land slopes slightly to the southwest. The San Gabriel River is to the southwest. 3.8 ADJOINING PROPERTY INFORMATION During the vicinity site reconnaissance, Eoobility Corporation observed the land use on properties in the immediate vicinity of the Subject Property as listed in the following table. 07122/2014 oop L. Phase 1 ESA Project#032-14-001-1 13.8 ADJOINING PROPERTY INFORMATION (continued) nirectio.n.From Site .: Occupant Use Conimenis North Residential tract homes. Residential Adjoining properties to the north along Jeremie Street are residential tract homes. South Residential homes. Residential Adjoining property to the south is Pacific Avenue followed by residential homes (14842, 14848, 14852-50 Pack Ave.). East True Jesus Church. Institutional Adjoining property to the east is a church (True Jesus Church -14855 Pacific Ave.) followed by the 7-11 Food Store (3705 Puente Ave.). West Cambridge West Residential Adjoining properly to the west is the Cambridge West Apartments. Apartments (14801 Pacific Ave.) followed by residential homes. 07/22/2014 Iloilo Phase I ESA Proiect#032-14-001-1 The following sections summarize information provided by the User to assist the environmental professional in identifying the possibility of RECs in connection with the Subject Property, and to fulfill the User's responsibilities in accordance with Section 6 of ASTM Practice E 1527-13. Ecobility received User Questionnaires, completed by Mr_ Allan Lui, representing Mega 5 Partners, Inc. and Ms. Belinda Lester, Administrator of the Estate of Clarence Arlo Lesperance, the owner of the property. The User Questionnaires are included in Appendix F. 4.1 ACTUAL AND SPECIALIZED KNOWLEDGE Ms. Jennifer Lange with Land Development Consultants, provided Ecobility with a site map of the project location. Ecobillty Corporation and Mega 5 Partners, Inc. has no specialised knowledge of the Subject Property and no one interviewed as part of this investigation has reported any specialized knowledge of this property outside what is contained in this report. A User Questionnaire is provided in Appendix F. Commonly Known or Reasonably Ascertainable Information No previous environmental reports or other pertinent information was made available by the client/user during the Phase I ESA or identified by Ecobility. 4.2 VALUATION REDUCTION FOR ENVIRONMENTAL ISSUES Based on the completed User Questionnaires (Appendix F) completed by 'Mr. Lui of Mega 5 Partners, Inc., and Ms. Belinda Lester, Administrator of the Estate of Clarence Odo Lesperance, the Subject Property is being purchased at current market value. No other information was provided regarding the property valuation and environmental issues. 4.3 USER, OWNER, PROPERTY MANAGER AND OCCUPANT INFORMATION Property information that included the lot size was provided by Land Development Consultants. No owner, property manager or occupant information was available or reviewed as part c f this Phase I ESA report. 4.4 TITLE RECORDS, ENVIRONMENTAL LIENS AND ACTIVITY/USE LIMITATIONS Preliminary Title Records A Preliminary Title Report was not provided by Mega 5 Partners, Inc. for purposes of this assessment. Environmental Liens and Ad yi /Use Limitations The Practice requires that the User provide information about Environmental [Cleanup) Liens and Activity and Use Limitations (AULs) currently recorded against the property and indicates that the User should engage a title company to do the review or negotiate such engagement as an addition to the environmental professional's (EP) services. A lien search was not conducted as part of Ecobility Corporation's scope of work. In addition, the Practice suggests that the User provide the EP with certain other information about the property and the reason for the Phase I ESA. Ecobility sent a questionnaire to Mega 5 Partners, Inc. requesting this information. The questionnaire/response was completed by Mr. Allan Lui, of Mega 5 Partners, Inc. which is appended. Mr. Lui also facilitated the completion of a questionnaire by Ms. Belinda Lester, Administrator of the Estate of Clarence Orlo Lesperance, representing the owner of the property. The Client nor the owner representative have not reported any knowledge of activity use limitations (AULs) or environmental liens for the Subject Property based on our interviews and the completed User Questionnaires included in Appendix F. 07/22/2014 10 see F , Phase I ESA Proiect#032-14-001-1 14.5 COMMONLY KNOWN OR REASONABLY ASCERTAINABLE INFORMATION No commonly known or previous environmental reports or other pertinent information was provided to Ecobility Corporation or made available by Mega b Partners, Inc./User during the Phase I ESA. 4.$ OTHER LAND USE RECORDS During the Phase I ESA no other land use records were available or reviewable. 07122!2014 11 mwiiy Phase I ESA Proiec M32-14-001-1 5.1 STANDARD ENVIRONMENTAL DATABASE RECORDS Ecobility contracted Environmental Data Resources, Inc. (EDR) to conduct a search of Federal and State databases containing known and suspected sites of environmental contamination. The number of listed sites identified within the approximate minimum search distance (AMSD) from the Federal and State environmental records database listings specified in ASTM Standard E 1527-13 are summarized in the following table. Detailed information for sites identified within the AMSDs is provided below, along with an Opinion about the significance of the listing to the analysis of recognized environmental conditions in connection with the subject property. Copies of the EDR research data and a description of the databases are included in Appendix D of this report. MAP FINDINGS SUMMARY Database Target Property Search Distance (MIME) [ its 118 =114 11.4-1/2 112-1 > 1 Total Plotted NPL 0 1 1 0 0 0 NR 1 DELISTED NPL 0 1 0 0 0 0 NR 0 CERCLIS 0 0.5 1 0 0 NR NR 1 CERCLIS-NFRAP 0 0.5 0 0 0 NR NR 0 CORRACTS 0 1 0 0 0 0 NR 0 RCRA-TSDF 0 0.5 0 0 0 NR NR 0 RCRA-LQG 0 0.25 0 0 NR NR NR 0 RCRASQG 0 0.25 0 1 NR NR NR 1 US ENG CONTROLS 0 0.5 1 0 0 NR NR 1 US INST CONTROL 0 0.5 0 0 0 NR NR 0 ERNS 0 TP NR NR NR NR NR 0 US BROwNFIELDS 0 0.5 0 0 0 NR NR 0 EDR US Hist Cleaners 0 0.25 0 1 NR NR NR 1 EDR US Hist Auto Stat 0 0.25 0 2 NR NR NR 2 LUST 0 0.5 0 3 4 NR NR 7 UST 0 0.25 0 2 NR NR NR 2 AST 0 0.25 0 0 NR NR NR 0 VCP 0 0.5 0 0 0 NR NR 0 DRYCLEANERS 0 0.25 0 0 NR NR NR 0 INDIAN LUST 0 0.5 0 0 0 NR NR 0 INDIAN UST 0 0.25 0 0 NR NR NR 0 INDIAN VCP 0 0.5 0 0 0 NR NR 0 INDIAN ODI 0 1 0.5 0 1 0 0 NR NR 1 0 INDIAN RESERV 0 1 1 0 1 0 0 0 NR 1 4 DETAIL SUMMARY Site Name: SAN GABRIEL VALLEY (AREA 2) Databases: CERCLIS, US ENG CONTROLS, ROD, NPL, PRP, FINDS Address: SUNSET & SAN BERNARDINO FREEWAY Distance: 0 Direction: TP Elevation: Comments: The San Gabriel Valley Area 2 (SGV Area 2) is located over the San Gabriel Valley Area 2 Superf ind Site, one of four Superfund sites addressing groundwater contamination in the San Gabriel Valley. The Superfund sites include areas of soil and groundwater contamination underlying portions of the cities of Alhambra, Arcadia, Azusa, Baldwin Park, Industry, Irwindale, EI Monte, La Puente, Monrovia, Rosemead, South El Monte, and West Covina. The San Gabriel Valley covers approbmately 170 square miles. The SGV Area 2 is listed on the following databases: the CERCLIS (Comprehensive Environmental Response, Compensation and Liability Information System) that lists potential hazardous waste sites that have been reported by states, municipalities,public companies or private persons. CERCLIS contains sites which are either proposed to or are on the National Priorities List (NPL); U.S. Engineering Controls database that lists sites with engineering controls such as liners or treatment 07/22/2014 12 am- ty Phase 1 ESA ProlecM32-14-001-1 5.1 STANDARD ENVIRONMENTAL DATABASE RECORDS (continued) Comments: methods; ROD (Record of Decision) documents that mandate a permanent remedy at a NPL site that contain technical and health infonnation to clean up the site; NPL (National Priorities List) database is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program and PRP (Potential Responsible Party) database of verified PRPs. Groundwater contamination was first detected in the San Gabriel Valley in 1979. Chemicals of concern in groundwater include: volatile organic compounds (VOCs), perchlorate, N-nitrosodimethylamine (NDMA)and 1,4 -dioxane. In the early 1990s, EPA divided the San Gabriel Valley into eight project areas, including the Baldwin Park area. In 1994, EPA adopted the cleanup plan for the Baldwin Park project. Between 1990 and 1997, EPA identified PRPs at the site. In the late 1990s, Four groundwater extraction and treatment facilities was designed, constructed and completed in 2006. These systems continue to treat contaminated groundwater as of 2013. The Baldwin Park Operable Unit addresses multiple, commingled plumes of groundwater contamination that are over a mile in width and eight miles in length. The depth to the groundwater varies from about 150 to 350 feet, and the groundwater contamination extends from the water table to more than 1,000 feet below ground surface. The most prevalent contaminants in the groundwater are trichloroethene (TCE), perchloroethylene (PCE), carbon tetrachloride, perchlorate, and N-nitrosodimethylamine (MDMA). TCE, PCE, and carbon tetrachloride are solvents used for degreasing and cleaning; perchlorate is a component of solid -fuel rockets; and NDMA is associated with liquid -fuel rockets. Other contaminants are also present, including the chemical 1,4 -dioxane, which has been used as a stabilizer in chlorinated solvents, and 1,2,3-b ichloropropane. The SGV Area 2 Superfund Site, a regional groundwater contamination plume that is located beneath the Subject Property,is considered a REG to the Subject Property. Site Name: GAYLON FITE INSTALLATIONS Databases: W1P Address: 14801 PACIFIC AVE Distance: 370 Direction: West Elevation: Lower Comments: This site is listed on the WIP (Well investigation Program) case for the San Gabriel Valley Area 2 groundwater cleanup. The facility status is listed as "historical.' The "historical" status and downgradient location indicate the facility is not considered a REG or VEC to the Subject Property. Site Name: 7 -ELEVEN STORE #19329 (2132); THE SOUTHLAND CORP SS 19329 Databases: HISTORIC UST, LUST, CA FID UST, SWEEPS UST Address: 3705 PUENTE AVE Distance: 684 Direction: SSE Elevation: Higher Comments: This facility is listed under two business names. The Southland Corp SS is listed on tura databases: the California Facility Inventory Database (CA FID) that lists active and inactive UST locations with a status of "active' and the SWEEPS UST (Statewide Evaluation and Planning System) that lists USTs. This list is no longer maintained or updated. The database listed 3 tanks at the site: the contents and size of the tank is not provided. The tanks were listed with a status of 'active.' 7-11 Store Is listed on the Historic UST database that identified three former 10,000 gallon gasoline tanks that were installed in 1977. Tank closure information was not provided. The 7-11 Store is also listed on the LUST (Leaking Underground Storage Tank) database with a release of gasoline that impacted soil only. According to the database report the release occurred during tank removal operations in May 1992. The LUST status is listed as 'completed -case closed' on August 5. 1996. With impacts to soil only and distance the facility Is not considered a REG or VEC to the Subject Property. 07/2272014 13 Illy j r Phase I ESA Proiect#032-14-001-1 15.1 STANDARD ENVIRONMENTAL DATABASE RECORDS (continued) Site Name: TESORO WEST COAST COMPANY LLC 68106; USA GASOLINE STATION #328; CALIFORNIA TARGET (FORMER) Databases: RCRA-SQG, FINDS, UST, LUST, LOS ANGELES CO. HMS, SWEEPS UST, EDR US Hist Auto Station Address: 3665 N PUENTE AVE Distance: 833 Direction: South Elevation: Lower Comments: The site is listed under three different business names. The former California Target is listed on the following databases: SWEEPS UST database with 7 tanks: 3 tanks were listed as 500$allon oil tanks, the contents and size of the remaining 5 tanks were not reported. The tanks were listed w€th a status of "active." The site is also listed on the LUST database with a release of gasoline during tank closure that impacted soil only. The release was reported in June 1992 and LUST status is listed as "completed -case closed" on June 3, 1993. USA Gasoline Station No. 328 is listed on the UST database, however no information is reported. USA Petroleum Is also listed on the EDR US Historic Auto Station database in 2003, 2005, 2006, 2011 and 2012. No other information is listed or provided. Tesoro West Coast Company LLC is listed on the RCRA-Srnall Quantity Generator database that lists facilities that generate, transport, store, treat and/or dispose of small quantities of hazardous wastes. The site is listed on the database in May 2007 with benzene waste and a violations status of "no violations found." The "no violations status," the dosed LUST that impacted soil only and downgradient location indicates the site is not considered a REC or VEC to the Subject Property. Site Name: PETROMAX, SYLVAN JACQUES, RAMEREZ SHELL AUTO CARE Databases: UST, HISTORIC UST, EDR US Hist Auto Station, LUST, LOS ANGELES CO. HMS, SWEEPS UST Address: 3660 PUENTE AVE Distance: 858 Direction: South Elevation: Lower Comments: The site is listed under three different businesses. Ramerez Shell Auto Care is listed on the SWEEPS UST database with 4 tanks, the contents, size and tank closure information is not reported. The facility is also listed on the LUST database with a . release of gasoline during tank closure that impacted soil only. The release was reported in May 2002 and the LUST status is listed as "oompleted-case closed" on May 14, 2002. The site is also listed on the Los Angeles County HMS database with a permit and facility status of "removed." Petromax is identified at the site address and is listed on the UST database. However, no information was reported on the UST database. The site address is also listed on the Historic UST database as Sylvan Jacques. One 10,000 gallon unleaded gasoline tank was listed as being installed in 1984. Tank removal and closure information Is not listed. The "completed case closed LUST status, impacts to soil only and downgradlent location Indicates the site is not considered a REC or VEC to the Subject Property. Site Name: A -ALLOVER LOCK & SAFE Databases: WIP Address: 14922 PACIFIC AVE Distance: 957 Direction: SSE Elevation: Higher Comments: The site is listed on the Well Investigation Program (WIP) Case List which is an active program in the San Gabriel Valley and San Fernando Valley areas_ The site is listed with a file status of "historical." The "historical" status and distance indicates the site is not considered a REC or VEC to the Subject Property. 07122/2014 14 RY Phase 1 ESA Praiert#n32-14-001-1 15.1 STANDARD ENVIRONMENTAL DATABASE RECORDS (continued) Site Name: OCCUPANT Databases: WIP Address: 14937 PACIFIC AVE Distance: 1186 Direction: Southeast Elevation: Higher Comments: The site is listed on the WIP Case List for the San Gabriel Valley and San Fernando Valley areas. The site Is listed with a file status of "historical." The "historical" status and distance indicates the site is not considered a REG or VEC to the Subject Property. Site Name: Databases: EDR US Hist Cleaners Address: 3727 STICHMAN AVE Distance, 1195 Direction: West Elevation: Lower Comments: This site is fisted on the EDR US Historical Cleaners database as Aidds Carpet Cleaners in 2007 and 2008. No other information is listed or reported. The site is not a dry cleaning facility and distance indicates the facility is not considered a REC or VEC to the Subject Property. site Name: OCCUPANT Databases: WIP Address: 14944 PACIFIC AVE Distance: 1197 Direction: Southeast Elevation: Higher Comments: The site is listed on the WIP Case List for the San Gabriel Valley area. The site is listed with a file status of 'historical.' The "historical' status and distance indicates the site is not considered a REC or VEC to the Subject Property. Site Name: BALDWIN PARK HIGH SCHOOL Databases: NPDES, SCH, ENVIROSTOR Address: 3900 NORTH PUENTE AVENUE Distance: 1353 Direction: Northeast Elevation: Higher Comments: The site is listed on the SCH (School Property Evaluation Program) that lists proposed and existing schools that are being evaluated by the DTSC for possible hazardous materials contamination and the DTSC Site Mitigation and Brownsfields Reuse Programs ENVIROSTOR database that identifies sites with knawn contamination or sites for which there may be reasons to investigate further. The chemical of concern (COC) was reported as arsenic and the site status is listed as "inactive -needs evaluation" on March 16, 2001. The school site is listed with no site management requirements or restricted use. With no restricted use or site management requirements and the COG impacting soil only indicates the site is not considered a REC or VEC to the Subject Property. The site is also listed on the NPDES (National Pollution Discharge Elimination System) database with a "construction" discharge permit, that is usually issued during a construction project, that was issued in November 2009. The facility or NPDES status is listed as "terminated" on June 1, 2011. Site Name: SOUTHERN PACIFIC-BALDWIN Databases: LUST Address: 3925 DEPOT Distance: 2321 Direction: NNW Elevation: Higher 07!2 014 15 Phase I ESA Prolect#032-114-001-1 5.1 STANDARD ENVIRONMENTAL DATABASE RECORDS (continued) Comments: This site is listed on the LUST database with a release of an unknown substance that occurred during a tank closure. The release was reported on June 13, 1988. The LUST status is listed as "case closed" on September 14, 1989. The "cas$ closed" status with impacts to soil only indicates the site is not considered a REC or VEC to the Subject Property. Site Name: CITY OF BALDWIN PARK; BALDWIN PARK TRANSIT CENTER PARKING STRUCTURE Databases: NPDES, HIST CORTESE, LUST, SWEEPS UST, WIP, EMI, HIST UST, LOS ANGELES CO. HMS Address: 14403 EAST PACIFIC AVENUE Distance: 2467 Direction: Northwest Elevation: Higher Comments: The City of Baldwin Park Is listed on the LUST database with a release of diesel fuel impacting so][ only that was reported in January 1993. The LUST status is listed as "completed -case dosed' on September 28, 1999. The site is also listed on the Historic UST database with a former 5,000 gallon diesel tank; the SWEEPS UST database with one tank, contents were not reported with a status of "active"; the WIP database with a status of "historical"; the Los Angeles County HMS database that identifies industrial waste and UST sites. The site is listed three times, twice with a facility status of "open" and once with a status of "permit.' No other information is listed or reported. The site is also listed on the EMI database with permitted air emissions in 1990. The Baldwin Park Transit Center Parking Structure Is listed at this site address. The site is listed on the NPDES database in the construction program on August 3, 2012. The site status is listed as "active." No other information is listed or provided. The "case dosed" LUST status with Impacts to soil only and distance, indicates the site is not considered a REC or VEC to the Subject Property. Site Name: LA CO DEPARTMENT OF PUBLIC WORKS (DPW), ROAD MD1 BALDWIN PARK Databases: LUST, LA Co. Site Mitigation, LOS ANGELES CO. HMS, SWFILF (SWIS) Address: 14747 E RAMONA BLVD Distance: 2580 Direction: North Elevation: Higher Comments: The LA County DPW site is listed twice on the LUST database. The first release was reported in February 1992 with gasoline impacting soil only. The LUST status is listed as 'completed -case dosed' on October 16, 1996. The EDR Radius Map Report indicated the LUST case was in the San Gabriel Valley WIP. The second release was reported in September 2008 with lead, waste oil, motor oil or lubricating oil. The media affected was not reported. The LUST status is listed as "completed -case closed" on November 18, 2008 with a ClosurelNo Further Action Letter issued February 10, 2011, The LA County facility is listed on the SWFILF (Solid Waste Facillty/Landfill) database with a status of "alive." The facility is permitted as a limited volume transfer operation that accepts construction, demolition and mixed municipal waste. The facility is also listed on the LA County Site Mitigation database with a abated status of "yes" on May 11, 2004 and the LA County HMS database with a facility status of "open." The "case closed' LUST status with impacts to soil only and distance, indicates the site is not considered a REC or VEC to the Subject Property. Site Name: BALDWIN PARK OPERABLE UNIT(SAN GABRIEL VALLEY SUPERFUND SITE) Databases: ENVIROSTOR Address: COVERS PORTIONS OF CITIES OF AZUSA, IRWINDALE, BALDWIN PARK Distance: 2922 Direction: Northwest Elevation: Higher Comments: The Baldwin Park Operable Unit is part of the San Gabriel Valley Area 2 Superfund Site that includes portions of Azusa, Irwindale and Baldwin Park. The Baldwin Park Operable Unit addresses multiple, commingled plumes of groundwater contamination that are over a mile in width and eight miles in length. The depth to the groundwater varies from about 150 to 350 feet, and the groundwater contamination extends from the water table to more than 1,000 feet below ground surface. The Baldwin Park Operable Unit is fisted on the DTSC ENVIROSTOR database with a status of "active" on May 25, 2010 and the site is under a Consent Degree that was completed on January 13, 2006. The confirmed CDCs include: perchlorate, PCE, TCE, carbon tetrachloride, 1,4 -dioxane and N-nitrosodimethylamine. The area is currently undergoing remediation and 07/2212014 16 Ob... . ........... Phase I ESA Proiect#032-14-001-1 5.1 STANDARD ENVIRONMENTAL DATABASE RECORDS (continued) Comments: groundwater monitoring under the regulatory guidance of the USEPA, the RWQCB and the DTSC. The distance and the site is under the regulatory guidance of the EPA, and the L.ARWQCB indicated the site is not considered a REC or VEC to the Subject Property. Site Name: LUCKY ONE-HOUR CLEANER Databases: LA Co. Site Mitigation, ENVIROSTOR Address: 4138 N. MAINE AVE. Distance: 3134 Direction: Northwest Elevation: Higher Comments: The dry cleaner is listed on the ENVIROSTOR database with a site type of "evaluation, refer to local agency" on March 12, 2001. No restricted use or site management requirements are listed. The cleaners Is also listed on the LA County HMS with a abated status of "no' on May 11, 2004. The distance of more than 0.5 miles from the Subject Property indleates this fatuity is not considered a REC or VEC to the Subject Property. 5.2 PHYSICAL SETTING Ecobility Corporation reviewed the following information to describe the physical setting of the Subject Property: • USGS 7.5 Minute Baldwin Park, California Topographic Map dated 1981 • EDR Geocheck Report • US Department of Agriculture (USDA) Soil Conservation Service (SCS) • State of California Regional Water Quality Control Board Geotracker Database • Department of Toxic Substance Control Envirostor Database • California Department of Oil and Gas Database 5:2.1 TOPOGRAPHY The 1981 United States Geological Survey (USGS) "Baldwin Park, California' 7.5 minute quadrangle maps showing the area where the property is located was obtained and reviewed as specified in ASTM Standard 1527-13 § 8.2.3. According to the contour lines on the topographic map, the property is located approximately 373 feet above mean sea level. The contour lines in the area of the property indicated that area is slightly sloped to the southwest. The Subject Property is a vacant, flat parcel of land composed of dirt. The surrounding property is primarily residential to the north, west, south and east, mixed with commercial businesses along Pacific Avenue and Puente Avenue. 5I 2 GEOLOGY; The 1981 edition of the USGS Baldwin Hills topographic map of the area indicates the elevation of the Subject Property is approximately 373 feet above mean sea level (AMSC). The surface area of the property slopes gently to the southwest. Based on the Geologic Map of the EI Monte and Baldwin Park Quadrangles, Los Angeles County, California by Thomas W. Dibblee Jr. (1999 edition), the area of the Subject Property is overlain by Quaternary Alluvium deposits composed of gravel, sand and silt. The San Gabriel Valley is bounded by the Duarte Fault to the northeast, by the Walnut Creek Fault and the San Jose Hills to the southeast, by the Workman Hili Fault Extension and Repetto, Merced and Puente Hills to the south and west and by the San Gabriel Mountains to the north. The Repetto, Merced and Puente Hills form a crescent shape around the valley. The Rio Hondo River and the Big Dalton River (a tributary of the San Gabriel River) are northwest and southeast of the Subject Property, respectively (California Department of Water Resources [CDWR], 1966). 07/22/2014 17 B. ........... Phase I ESA PraiecM32-14-001-1 5.2 PHYSICAL SETTING (continued) 5.2.3 HYDROLOGY The California Department of Water Resources Bulletin 118 defined the Subject Property as within the San Gabriel Valley Groundwater Basin. This basin is located in eastern Los Angeles County and includes the water -bearing sediments underlying most of the San Gabriel Valley that lies in Los Angeles County. The basin is bounded on the north by the Raymond Fault and the contact between the Quaternary sediments and consolidated basement rocks of the San Gabriel Mountains. Natural drainage near the Subject Property include the Walnut Creek to the south, Big Dalton Wash to the northwest and the San Gabriel River to the west. Groundwater levels in the San Gabriel Valley Groundwater Basin generally follow topographic slope, with groundwater flow from the edges of the basin toward the center of the basin, then southwestward to exit through Whittier Narrows. According to the Los Angeles County, Department of Public Work OCDPW) Water Resources Website, the nearest active well domestic supply well (Well No. 3042 F) is located 0.5 miles west of the Subject Property near the Intersection of Channing Street and Ahem Drive. Depth to groundwater was last measured in this well on September 28, 2012 at approximately 156 feet below ground surface. 5.3 HISTORICAL USE 5.3.1 HISTORICAL SUMMARY Historical information identifying the past site use was obtained from a variety of sources as detailed in Appendix C of this report and include: • City Directories • Aerial Photographs • Sanborn Fire Insurance Maps • Historic Topographic Maps According to historical sources, the Subject Property is comprised of four parcels that total approximately 3.12 acres. The property is a relatively flat, rectangular shaped dirt lot. The property has been vacant and without any structures since approximately 2005. The review of historic topographic maps and aerial photographs indicate the Subject Property was undeveloped land from approximately 1894 to 1927 and agricultural land from approximately 1927 to 1952. In 1952 the western most parcel is agricultural and the remaining three parcels appear to be residential with small residential structures. The property appeared to be residential from approximately 1952 to 2005 and then vacant from 2009 to 2012. Only one of the four parcels (14839 Pacific Avenue) is listed in City Directories in 1975, 1980 and 1985 as Gladys Chase Rest Home. The remaining three parcels were not listed in the City Directories searched. 5.3.2 CITY DIRECTORIES Ecobility Corporation reviewed City Directories for the Subject Property and adjoining properties provided by EDR that covered the years from 1920 through 2013. The Subject Property is composed of four (4) parcels: 14827 Pacific Avenue (APN: 8438-015-059), 14833 Pacific Avenue (APN: 8438-015-043), 14839 Pacific Avenue (APN: 8438-015-047) and a parcel with no address (APN: 8438-015-037). Only one parcel (14839 Pacific Avenue) was listed in 1975, 1980 and 1985 as Gladys Chase Rest Home and Celia Reyes. The remaining three parcels were not listed in the City Directories searched. No adjoining properties or surrounding properties of concern were identified. Copies of the City Directories reviewed are included in Appendix C of this report. A summary of the information obtained from the review is provided in the table below. 0712212014 18 ftyIII MIP III'Pv Phase I ESA SUMMARY Date _ .. ', ,Site Comments 5urrou6ding Area Cornmeists , 1950 The Subject Property is not listed. NORTH surrounding property to the north is not listed. WEST -surrounding property to the west is listed as residential on N. Big Dalton Ave. and Pacific Ave. SOUTH -surrounding property to the south is not listed. EAST -surrounding property to the east along Pacific Ave. is listed as residential. 1954 The Subject Property is not listed. NORTH -surrounding property to the north is not listed. WEST -surrounding properly to the west is listed as residential on Pacific Ave. SOUTH -surrounding property to the south is not listed. EAST -surrounding property to the east is listed as residential along Pacific Ave. 1957 The Subject Property is not listed. NORTH -surrounding property to the north is not listed. WEST -surrounding property to the west is listed as residential on Pack Ave. SOUTH -surrounding properly to the south is listed as residential. EAST -surrounding property to the east is not fisted. 1960 The Subject Property is not listed. NORTH -surrounding property Is not listed. WEST -surrounding property to the west along N. Big Dalton Ave. is listed as residential. SOUTH -surrounding property to the south is fisted as residential. EAST -surrounding property to the east Is listed as residential along N. Puente Ave. 1966 The Subject Property is not listed. NORTH -surrounding property to the northwest along Stockdale St. is listed as residential. WEST -surrounding property to the west along N. Big Dalton Ave. is fisted as residential. SOUTH -surrounding property to the south is listed as residential. EAST -surrounding property to the east is listed as residential along N. Puente Ave. 1975 The Subject Property is listed as Gladys Chase NORTH -surrounding property to the north and Rest Home (14839 Pacific Ave.). The remaining northwest along Jeremie Ave. and Stockdale St. three parcels are not listed. is listed as residential. Properly to the northwest along Stockdale St. is listed a residential. WEST -surrounding property to the west along Pacific Ave., and south west along N. Big Dalton Ave. are fisted as residential. Property along Dundry Ave. is fisted as institutional (Pentecostal Church of God). SOUTH -surrounding property to the south is fisted as residential. 07/2212014 19 5.3 HISTORICAL USE (continued) 5.3.2 CITY DIRECTORIES (continued) Date 1985 1995 Comments The Subject Property is listed as Gladys Chase Rest Home, Chase Manor Rest Home (14839 Pacific Ave.). The remaining three parcels are not listed. The Subject Property is listed as Gladys Chase (14839 Pacific Ave.). The remaining three parcels are not listed. The Subject Property is not listed. ematy Phase €ESA Project#032-14-001-1 Surrounding Area Comments EAST -surrounding property to the east is listed, as residential along N. Puente Ave. Property' southeast along Puente Ave. is listed as commercial (3706 Puente Ave -Coin Operated Car Wash; 3705 Puente Ave.-Elmers ARCO NORTH -surrounding property to the north and northwest along Jeremie Ave. and Stockdale St. is listed as residential. Property to the northwest along Stockdale St, is listed as residential. WEST-adjolning property to the west Is listed as institutional (Pac€fic Ave. Baptist Church -14801 Pacific Ave.); surrounding property to the west along Pacific Ave., and southwest along N. Big Dalton Ave. are listed as residential. Property west along Dundry Ave. is listed as Institutional (3803 Dundry Ave. -Pentecostal Church of God). SOUTH -surrounding property to the south along Millbury Ave. is listed as residential. EAST -adjoining property to the east is listed as Baldwin Park Parents & youth Communication Committee (14855 Pacific Ave.); surrounding property to the east is listed as residential along N. Puente Avenue. Property southeast along Puente Ave. is listed as commercial (3706 Puente Ave -Coin Operated Car Wash; 3660 Puente Ave. -Hi -Ho Shell Puente St.). NORTH -adjoining property on Jeremie Ave. is fisted as residential, surrounding property to the northwest along Stockdale St. is listed as residential. WEST -adjoining property to the west is listed as multi -tenant residential(14801 Pacific Ave.); surrounding property to the west along Pacific Ave., and southwest along N. Big Dalton Ave, are listed as residential. Property west along Dundry Ave. is listed as Institutional (3803 Dundry Ave. -Pentecostal Churg of God). SOUTH -surrounding property to the south along Millbury Ave. is listed as residential. EAST -adjoining property to the east is listed as De Colores Day Care Center (14855 Pacific Ave.); surrounding property to the east is listed as residential along N. Puente Avenue. Property southeast along Puente Ave. is listed as commercial (3706 Puente Ave -Coin Operated Car Wash; 3660 Puente Ave. -Ramirez Shell; 3665 Puente Ave. -Sams Auto Service). NORTH -adjoining property on Jeremie Ave, is listed as residential, surrounding property to the northwest along Stockdale St. is listed as residential. WEST -adjoining property to the west is listed as multi -tenant residential(14801 Pacific Ave.); 07122/2014 20 s y, t Phase I ESA Date , Site Comments Surrounding Area Comments surrounding property to the West along Pacific Ave., and southwest along N. Big Dalton Ave. are listed as residential. Property west along Dundry Ave. is listed as institutional (3803 Dundry Ave.-Penteoostat Church of God). SOUTH -surrounding property to the south along Millbury Ave. is fisted as residential. FAST -adjoining property to the east is listed as Living Wont Church San Gabriel, Ascension Lutheran Church, Lutheran Social SerVK*s(14855 Pacific Ave.); surrounding property to the east is listed as residential along N. Puente Avenue. Property southeast along Puente Ave. is listed as commercial (3706 Puente Ave -Cain Operated Car Wash; 3705 Puente Ave. -7-111 Food Stores; 3660 Puente Ave. -Ramirez Shell). 2003 The Subject Property is not listed. NORTH- adjoining property on Jeremie Ave. is listed as residential, surrounding property to the northwest along Stockdale St. is listed as residential. WEST -adjoining property to the west is listed as multi -tenant residenbal(14801 Pacific Ave.); surrounding property to the west along Pacific Ave., and southwest along N. Big Dalton Ave. are listed as residential. Property west along Dundry Ave. is listed as Institutional (3803 Dundry Ave.-Penteoostal Church of God). SOUTH -surrounding property to the south along Millbury Ave. is listed as residential. FAST -adjoining property to the east is fisted as True Jesus Church of Southern California -14855 Pacific Ave.; surrounding property to the east is listed as residential along N. Puente Avenue. Property southeast along Puente Ave. is listed as commercial (3706 Puente Ave -Coin Operated Car Wash; 3705 Puente Ave. -7-11 f=ood Stores; 3665 Puente Ave. -USA Petroleum). 2008 The Subject Property is not listed. NORTH -adjoining property on Jeremie Ave. is listed as residential, surrounding property to the northwest along Stockdale St. is listed as residential. WEST -adjoining property to the west is listed as multi -tenant residential(14801 Pacific Ave.); surrounding property to the west along Pacific Ave., and southwest along N. Big Dalton Ave. are listed as residential. SOUTH -surrounding property to the south along Millbury Ave. is listed as residential. EAST -adjoining property to the east is listed as True Jesus Church in Southern California -14856 Pacific Ave.; surrounding property to the east is listed as residential along N. Puente Avenue and Pacific Ave. Property southeast along Puente 07!2212014 21 IN - By Phase l ESA ProiecW32-14-001-1 5.3 HISTORICAL USE (continued) 5.3.2 CITY DIRECTORIES (continued) Date " Site Comments Surrounding Area Comments . 1927 The Subject Property appears to be developed as Ave. is listed as commercial (3705 Puente agricultural land. Ave. -7-11 Food Stores; 3660 Puente 1938 The Subject Property appears to be vacant land. Ave: Youstina Valero 4574; 3665 Puente Ave. -USA Petroleum). 2013 The Subject Property is not listed. The adjoining and surrounding property is parcels; the western most parcel appears to be vacant relatively unchanged from 2008. 5.3.3 AERIAL PHOTOGRAPHS Available aerial photographs dated 1927, 1938, 1948, 1952, 1964, 1972 1981, 1989, 1994, 2005,.2009, 2010 and 2012 from EDR were reviewed. Copies of the selected photographs are included in Appendix C of this report. A summary of the information obtained from the review is provided in the table below. SUMMARY Dates) Property Comments Surrounding Am Comments 1927 The Subject Property appears to be developed as The surrounding property appears to be agricultural land agricultural land. to the north, east, south and west. 1938 The Subject Property appears to be vacant land. The surrounding property appears to be agricultural land to the north, east, south and west. 1948 The Subject Property appears to be composed of 4 The surrounding property to the north, east and west parcels; the western most parcel appears to be vacant appears to be vacant land. Property to the south is land. The remaining 3 parcels are agricultural land with agricultural land. small residential type structures visible. 1952 The western most pareel(14839 Pacific Ave.) is The surrounding property to the north appears to be agricultural, with trees and small structures visible on the vacant land mixed with residential; to the west the northwest portion of the property. The two center parcels adjoining property is vacant, followed by residential and (14833 and 14827 Pacific Ave.) have small residential agricultural land; to the south is Pacific Ave. followed by type structures with trees. Two structures are visible on residential and to the east is vacant land followed by the northeast portion of the two center parcels. The residential. eastern most parcel (no address) has small residential type structures visible on west side of the property with surrounding trees. 1964 The Subject Property is relattvely unchanged since 1952. The surrounding property to the north appears to be vacant land mixed with residential; to the west the surrounding property is vacant land followed by residential; to the south is Pacific Ave. followed by residential and to the east is the adjoining church is visible followed by residential. 1972 The eastern most parcel (no address) appears to be The surrounding property to the north appears to be vacant land. The remaining three parcels (14827, 14833 residential; to the west the surrounding property is and 14839 Pacific Ave.) appear to have small residential residential; to the south is Pacific Ave. followed by type structures with surrounding trees and vegetation on residential and to the east is the adjoining church is visible the southwest portion of the parcels. The northern portion followed by residential. of the three parcels are vacant land with a small structure visible on the northeast portion of 14833 and 14839 Pacific Ave. 1981 The eastern most parcel (no address) appears to be The surrounding property to the north appears to be vacant land. The remaining three parcels (14827, 14833 residential; to the west the surrounding property is and 14839 Pacific Ave.) appear to have small residential residential; to the south is Pacific Ave. followed by type structures with surrounding trees and vegetation on residential and to the east is the adjoining church is visible the southwest portion of the parcels. The northern portion ifollowed by residential. 07122!2014 22 IeII IPIIP1� Phase I ESA Project#032-14-001-1 Date(s) Property Comments surrounding Area Comments of the three parcels are vacant land with a small structure visible on the northeast portion of 14833 and 14839 Pacific Ave. 1989 The eastern most parcel (no address) appears to be The surrounding property to the north appears to be vacant land. The remaining three parcels (14827, 14833 residential; adjoining to the west is a large rectangular and 14839 Pacific Ave.) appear to have small residential structure with surrounding residential property; 'to the type structures with surrounding trees and vegetation on south is Pacific Ave. followed by residential and to the east the southwest portion of the parcels. The northern portion is the adjoining church is visible followed by residential. of the three parcels appears to be vacant land. 1994 The eastern most parcel (no address) appears to be The surrounding property to the north appears to be vacant land. The remaining three parcels (14827, 14833 residential; adjoining to the west is a large rectangular and 14839 Pacific Ave.) appear to have small residential structure with surrounding residential property; to the type structures with surrounding trees and vegetation on south is Pa flc Ave. followed by residential and to the east the southwest portion of the parcels. The northern portion is the adjoining church is visible followed by residential. of the three parcels appears to be vacant land. 2005 The property appears to be primarily vacant land. A dirt The surrounding property to the north appears to be road is visible in the center of the property, entering from residential; adjoining to the west is a large rectangular Pacific Ave, to the south, going north then east to a structure with surrounding residential property; to the residential structure visible near the southeastern property south is Pacific Ave. followed by residential and to the east boundary. is the adjoining church Is visible followed by residential. 2009 The Subject Property is vacant land. No structures are The surrounding property to the north appears to be Visible. residential; adjoining to the west is a large rectangular structure with surrounding residential property; to the south is Pacific Ave. followed by residential and to the east is the adjoining church is visible followed by residential. 2010 The Subject Property is vacant land. No structures are The surrounding property to the north appears to be visible. residential; adjoining to the west is a large rectangular structure with surrounding residential properly; to the south is Pacific Ave. followed by residential and to the east is the adjoining church is visible followed by residentiaL 2012 The Subject Property is vacant land. No structures are The surrounding property to the north appears to be visible. residential; adjoining to the west is a large rectangular structure with surrounding residential property; to the south is Pacific Ave. followed by residential and to the east is the adjoining church is visible followed by residential. 5.3.4 SANBORN. FIRE INSURANCE MAPS.., A search of Sanbom Fire Insurance maps by EDR Sanborn Inc. was requested by Ecobility Corporation. According to EDR Sanborn Inc., maps for the Subject Property and the surrounding area were not identified or practically reviewable. A copy of the "leo Coverage" documentation from EDR is included in Appendix C of this report. 5.3.5.HISTORICAL TOPOGRAPHIC MAPS Available topographic maps dated 1894, 1901, 1904, 1927, 1953, 1966, 1972 and 1981 from the USGS as provided by EDR were reviewed for this Phase I Environmental Site Assessment. Copies of the selected topographic maps are included in Appendix C of this report. A summary of the information obtained from the review is provided in the table below. 07/22/2014 23 Boo y Phase I ESA Proiect#032-14-001-1 5.3 HISTORICAL USE (continued) 5.3.5 HISTORICAL TOPOGRAPHIC MAPS (continued) SUMMARY Date(s) _ Quad Property COmrsrents Surrounding Area Comments 1894 POMONA The Subject Property appears to be undeveloped The surrounding area appears to be undeveloped land. land. 1901 SOUTHERN CA The Subject Property appears to be undeveloped The surrounding area appears to be undeveloped SHEET 1 land. land. The San Gabriel Wash is depicted to the west. Some street development is visible, the cities of Covina is visible to the east, Pasadena to the northwest and Azusa to the north. 1904 POMONA The Subject Property appears to be undeveloped The surrounding property appears to be primarily land. undeveloped land with sporadic streets visible. The cities of Azusa is depicted to the north and Covina to the east 1927 PUENTE The Subject Property appears to be undeveloped The city of Baldwin Park is depicted. Surrounding land. streets are depicted with sporadic structures visible along major streets. A large gravel pit is depicted to the north. 1953 BALDWIN PARK The Subject Property is depicted as "pink" for The surrounding property to the northwest, west urban development. No structures are visible on and south is depicted as 'pink' for urban the Subject Property. development. Holt Avenue (Pacific Avenue) is visible on the south side of the property. Surrounding property to the east is depleted as urban development and agricultural land. Baldwin Park High School is visible to the north. Two large gravel pits are depicted north of los Angeles Street 1966 BALDWIN PARK The Subject Property is depicted as "pink" for The church structure is visible on the adjoining urban development. No structures are visible on property to the east. the Subject Property. The surrounding property to the north, east south and west is depicted as "pink" for urban development Pactflc Avenue) Is visible on the south side of the properly. Baldwin Park High School is visible to the north. The San Bernardino Freeway (10) is visible to the south, A large gravel pit is depicted north of Los Angeles Street 1972 BALDWIN PARK The Subject Property is depicted as "pink" for The surrounding property is relatively unchanged urban development. No structures are visible on since 1966. the Subject Property. 1981 BALDWIN PARK The Subject Property is depicted as "pink" for The surrounding properly is relatively unchanged urban development. No structures are visible on since 1972. the Subject Property. 5.3.6 OIL AND GAS MAPS According to the State of Califomia, Department of Conservation, Division of Oil and Gas and Geothermal Resources (DOGGR), Online Mapping System (DOGGR, 2013), the Subject Property does not lie within the administrative boundaries of an oil field. The nearest well APN: 03706/52 is located approximately 2 miles west from the Subject Property and is labeled "plugged." 07/22/2014 24 Phase i ESA PmjeoM32-14-001-1 5.4 STATE AND MUNICIPAL RECORDS Local municipal agencies, such as building and safety departments, fire prevention bureaus, and environmental health departments were contacted to review applicable permits, and identify any current or previous reports of hazardous materials use, storage, and/or unauthorized releases that may have impacted the Subject Property. City of Baldwin Park Department of Building and Safe - A telephone request was made on July 8, 2014 to Mr. Gene Logan, Building Official for available building records and a certificate of occupancy for the four parcels that make up the Pacific Avenue property. Mr. Logan indicated that a certificate of occupancy and original building permits were not available since the property use preceded the City of Baldwin Park being incorporated as a city in 1956. Therefore original building records were not found. City of Baldwin Park/Covfna Fire Prevention Department - A telephone request for fire inspection records, public records hazardous materials inventory, hazardous materials releases, hazardous materials inspection reports and notices of violations was made on July 8, 2014. According to Inspector Bames with Fire Prevention no records were found for the four parcels of property located at one parcel without an address, 14827, 14833 and 14839 Pack Avenue, Baldwin Park, CA. Los An etes County, Certified Unwed Pro ram Agency. Public Health Investigations - A written request for public records for 14827, 14833 and 14839 Pacific Avenue, Baldwin Park, CA was submitted on July 10, 2014. Ecobility was advised by Ms. Yvonne Curtis, Deputy Health Officer on July 14, 2014 via a written letter indicating that records were not available for the Subject Property. Sough Coast Air Quality Management District_ - Online records were reviewed on July 9, 2014. No records (i.e., Permits to Operate, Notices of Violations, Inspection Reports, etc.) were found for the Subject Property. Los Angeles Re Tonal Water Quality Control Board - A public records request was submitted electronically on July 14, 2014. An on line response was received July 22, 2014 from Ms. Laura Gallardo, Associate Analyst indicating no records were found for 14827, 14833 and 14839 Pacific Avenue. Department of Toxic Substance Control, Cypress_ Office - A public records request was submitted on July 10, 2014. A letter response from Ms. Jone Barrio, Regional Records Coordinator dated July 11, 2014 indicated no records were found for 14827, 14833 and 14839 Pacific Avenue . State Water Resources Control Board Geo Tracker website database - No records or information regarding the Subject Property was available on-line. State of Califomia Department of Toxic Substance Control Envirostor website database - No records or information regarding the Subject Property or adjoining properties were available on-line. State of Califomia Department of Conservation Division of 011 Gas & Geothermal Resources DOG GR - On-line review of DOG GR maps concerning the Subject Property and nearby properties were reviewed. No oil or gas wells were identified on the Subject Property. No oil or gas wells were identified within 500 feet of the Subject Property. No environmental concerns were noted during the DOG GR map review. Los Angeles Counly Assessors Office - The Assessors Office files for the Subject Property were reviewed online. The four parcels of land were identified as "vacant land" in the assessors online database. Pertinent information obtained is provided in Appendix F. FOIA and record of communication documentation is included in Appendix D. 5.5 OTHER ENVIRONMENTAL REPORTS No other environmental reports were reviewed by Ecobility or provided by Mega 5 Partners, Inc. 07122!2014 25 -—y Phase I ESA Proiect#032-14-001-1 6.1 METHODOLOGY AND LIMITING CONDITIONS The site reconnaissance was conducted on July 8, 2014 by Ms. Valerie Marshall, Environmental Professional with Ecobility Corporation. Weather conditions at the time of the site reconnaissance were sunny and 78 degrees Fahrenheit. The objective of the site reconnaissance is to obtain information indicating the likelihood of identifying recognized environmental conditions in connection with the property. The Subject Property reconnaissance consisted of visual and/or physical observations of the Subject Property and improvements, adjoining properties as viewed from the Subject Property boundaries and the surrounding area based on visual observations made from adjacent public thoroughfares. The entire property boundary was systematically traversed. The Subject Property was a vacant dirt lot with minor amounts of weeds and grasses. There were no significant portions of the Subject Property that were inaccessible or excluded from this survey. Photographs of pertinent site features identified during the site reconnaissance are included in Appendix B. 6.2 GENERAL SITE SETTING The Subject Property is located in a residential area mixed with some commercial businesses along Pacific Avenue to the south and Puente Avenue to the east. The Subject Property is a vacant dirt lot, with sporadic weeds and grasses. No structures or landscaped areas were observed onsite. Entrance to the property is from Pacific Avenue to the south via four concrete driveway aprons that historically appear to have been used to provide access to the four parcels of property that makeup the Subject Property. No interior roads were observed during the site reconnaissance. The surface topography of the Subject Property was observed to be relatively flat. Dense residential development is visible in the surrounding areas to the north, west south and east, mixed with commercial type businesses along Pacific Avenue to the southeast and Puente Avenue to the northeast, east and southeast. Big Dalton Avenue is located west of the Subject Property and Pacific Avenue abuts the property to the south. Adjoining property to the north and west is residential tract homes and apartments, to the south is Pacific Avenue followed by residential tract homes and to the east is a church, followed by commercial businesses (7-11 Food Store) and residential to the southeast and northeast. 6.3 SITE RECONNAISSANCE - SUBJECT PROPERTY Reconnaissance of the Subject Property was conducted on July 8, 2014 by Ms. Valerie Marshall. The reconnaissance included traversing the property to identify areas of environmental concern. The Subject Property was observed as a relatively flat, vacant dirt lot with sporadic weeds and grasses. The entrance to the property is from Pacific Avenue to the south via four concrete driveway aprons. A perimeter chain link fence is located along the south side of the property. A locked access gate is located in the chain link fencing near the southeast side of the property along Pacific Avenue. Concrete masonry block walls were observed along the north, west and east property boundaries. The property is relatively flat terrain, composed of dirt with sporadic weeds and grasses. A municipal concrete sidewalk and dirt park strip adjoins the property to the south, followed by Pacific Avenue. Three water meters, an electrical vault, a telephone communication vault and a traffic signal box are located along the park strip adjoining Pacific Avenue. No structures, piping or drainage features were observed during site reconnaissance. Southern California Edison (SCE) power lines were observed running north to south along eastern property boundary on the Subject Property. A pole mounted transformer was observed on a power pole located near the southeast comer of the property. No staining or leakage was observed on the transformer or in the dirt around the base of the power pole. Photographs of the Subject Property can be viewed in Appendix B. The following table lists the items often observed on properties that represent an environment concern. Items marked yes were identified on the Subject Property. A Summary of the condition of each of the observed items is provided below in the appropriate subsection of this report. 07/2212014 26 AWk at I'l-,111W Phase I ESA Project#032-14-001-1 16.3 SITE RECONNAISSANCE - SUBJECT PROPERTY (continued) RECONNAISSANCE SUMMARY Seetionl Item lderMed? 6.3.1 HAZARDOUS SUBSTANCES NO 6.3.2 PETROLEUM PRODUCTS NO 6.3.3 USTs NO 6.3.4 ASTs NO 6.3.5 ODORS NO 6.3.6 OTHER SUSPECT CONTAINERS NO 6.3.7 EQUIPMENT LIKELY TO CONTAIN PCBs NO 6.3.8 HEATING AND COOLING NO 6.3.8 INTERIOR STAININGICORROSION NO 6.3.10 DRAINS AND SUMPS NO 6.3.11 PITS, PONDS AND LAGOONSIPOOLS OF LIQUID NO 6.3.12 STAINED SOIL OR PAVEMENT NO 6.3.13 STRESSED VEGETATION NO 6.3.14 SOLID WASTE DUMPINGILANDFILLS NO 6.3.15 WASTE WATERIDISCHARGE FEATURES NO 6.3.16 WELLS NO 6.3.17 SEPTIC SYSTEMS NO 6.3.11 HAZARDOUS SUBSTANCES No hazardous substances were observed on the Subject Property during the site reconnaissance. 6.3.2 PETROLEUM PRODUCTS No petroleum products were observed on the Subject Property during the site reconnaissance. 6.3.3 USTs Evidence of underground storage tanks were not observed on the Subject Property. 6.3.4 ASTs Ecobility did not identify evidence of above ground storage tanks (ASTs) on the Subject Property. 6.3.5 0DORS No evidence of odors were identified on the Subject Property during the site reconnaissance. 6.3.6 OTHER SUSPECT CONTAINERS No other suspect containers were identified on the Subject Property during the site reconnaissance. 07/22/2014 27 ecay Phase IESA The Subject Property was inspected for the presence of liquid -cooled electrical units (transformers, light ballasts and capacitors) that may be potential sources of PCBs. Southern California Edison (SCE) power lines run north to south along eastern property boundary. A power pole with one transformer was observed along the southeast property boundary. The transformer appeared to be in good oondi#ion with no staining or leakage observed on the transformer or on the ground in the vicinity of the power pole. The transformer is owned by SCE, the local utility, who would be responsible in the event of a release. No other potential PCB containing equipment was observed on-site. The presence of the transformer is not considered a recognized environmental condition (REC) to the Subject Property. 6.3.8 [iEATING AND COOLING No heating or cooling systems were observed or identified on the Subject Property during the site reconnaissance. 6.3.9 INTERIOR STAININGICORROSION No interior staining or corrosion was observed on the Subject Property during the site reconnaissance. 6.3.10 DRAINS AND SUMPS No drains or sumps, including floor drains, catch basins or oil/water separators were observed on the Subject Property during the site reconnaissance. 6.3.11 PITS, PONDS AND LAGOONSIPOOLS OF LIQUID No pits, ponds or lagoons were observed on the Subject Property during the site reconnaissance, 6.3.12 STAINED SOIL OR PAVEMENT No stained soil or pavement was observed on the Subject Property during the site reconnaissance. 6.3.13 STRESSED VEGETATION No stressed vegetation was observed or identified on the Subject Property during the site reconnaissance. 6.3.14 SOLID WASTE DUMPING/LANDFILLS No solid waste dumping or landfills were observed on the Subject Property during the site reconnaissance. 0702120 14 28 8 Phase I ESA Proiect#p032-14-001-1 No waste water or discharge features were observed or identified on the Subject Property during the site reconnaissance. 6:3.16 WELLS Wells were not identified on the Subject Property during the site reconnaissance. 6.3.17 SEPTIC SYSTEMS _ No septic systems were observed on the Subject Property during the site reconnaissance. 6.4 SITE RECONNAISSANCE - ADJOINING PROPERTIES A Summary of uses and conditions is tabulated below. Detailed information is discussed following the summary along with an opinion about the significance of the listing. RECONNAISSANCE SUMMARY Sec45onla m ldchnMed?' 6.4.1 HAZARDOUS SUBSTANCES NO 6.4.2 PETROLEUM PRODUCTS NO 6.4.3 USTs NO 6.4.4 ASTs NO 6.4.5 ODORS NO 6.4.6 OTHER SUSPECT CONTAINERS NO 6.4.7 EQUIPMENT LIKELY TO CONTAIN PCBs NO 6.4.8 HEATING AND COOLING NO 6.4.3 INTERIOR STAININGICORROSION NO 6A. 10 DRAINS AND SUMPS NO 6.4.11 PITS, PONDS AND LAGOONS/POOLS OF LIQUID NO 6.4.12 STAINED SOIL OR PAVEMENT NO 6.4.13 STRESSED VEGETATION NO 6.4.14 SOLID WASTE DUMPING/LANDFILLS NO 6.4.15 WASTE WATERIDISCHARGE FEATURES NO 6.4.16 WELLS NO INO 6.4.17 SEPTIC SYSTEMS 1 ,,4 A 13OUS SUBSTANCES Hazardous substances were not observed on the adjoining properties during the site reconnaissance. 6.42 PETROLEUM PRODUCT$ Petroleum products were not observed on the adjoining properties during the site reconnaissance. 07!2212014 29 mat 'y Phase 1 ESA ProlecWO32-14-001-1 Underground storage tanks (USTs) were not identified on the adjoining properties during the site reconnaissance. 6AA ASTs Above ground storage tanks (ASTs) were not identified on the adjoining properties during the site reconnaissance. 6A.5 ODORS No odors were detected or observed on the adjoining properties during the site reconnaissance. 6A.6 OTHER SUSPECT CONTAINERS Suspect containers were not identified on the adjoining properties during the site reconnaissance. 6.4.7 EQUIPMENT LIKELY TO CONTAIN PCBs No power poles or equipment likely to contain PCBs was observed or identified on the adjoining properties during site reconnaissance. 6.4.8 HEATING AND COOLING Heating and cooling systems were not observed on the adjoining apartment building to the west or residential home to the north and northeast. The adjoining church building to the east appeared to have a roof cooling unit. 6A.9 INTERIOR STAINING/CORROSION Interior staining or corrosion was not identified on the adjoining properties during the site reconnaissance. 6.4.10 DRAINS AND SUMPS No drains or sumps, including floor drains or catch basins were observed on the adjoining properties during the site reconnaissance. 6.4.11 PITS, PONDS AND LAGOONS/POOLS OF LIQUID Pits, ponds, or lagoons were not observed during the site reconnaissance on the adjoining properties. 07/22/2014 30 880fty Phase I ESA ProiecM32-14-001-1 Stained soil or pavement was not observed during the site reconnaissance on the adjoining properties. 6.4.13 STRESSED. VEGETATION No stressed vegetation was observed or identified on the adjoining properties during the site reconnaissance. 6A.14 SOLID WASTE DUMP[NG/LANDFILLS Solid waste dumping or landfills were not identified on the adjoining properties during the site reconnaissance. 6.405 WASTE WATEWDISCHARGE FEATURES Waste waterldischarge features were not observed or identified on the adjoining properties during the site reconnaissance. 6.4.16 WELLS Wells were not observed on the adjoining properties during the site reconnaissance. 6.4.17 SEPTIC SYSTEMS No septic systems were observed on adjoining properties during the site reconnaissance. 0712212014 31 Phase I ESA Project#032-14-001-1 The following private parties were interviewed regarding the Subject Property. • Mr. Allan Lui with Mega 5 Partners, Inc. provided Ecobility with a completed User Questionnaire on July 7, 2014. Mr. Lui indicated that he is not aware of any environmental liens or AULs associated with the property. Please refer to Appendix F for the completed User Questionnaire. On July 21, 2014 Mr. Lui facilitated the completion of a User Questionnaire by Ms. Belinda Lester, Administrator of the Estate of Clarence Orlo Lesperance, representing the owner of the property. According to Ms. Lester, the Subject Property is being purchased at current market value and the owner is not aware of any environmental liens or AULs associated with the property. No other information was provided regarding the property. 07122/2014 32 Appendix A: FIGURES ICE Appendix B: PHOTOGRAPHS 1. - -KIM--,Y fIII..A1lkf Phase I ESA ProjecM32-14-001-1 IMG -0016 View of Subject Property looking south to north from Pacific Avenue. IMG -0017 View of west side of Subject Property baking south to north. 07!2212014 IMG -0019 View of Subject Property looking south to north. IMG -002O View of west side of property and adjoining apartments to the west. 07/22/2014 IL.ft-ft Ill ill Rll!! Phase I ESA Projed#032-14-001-1 IMG_0021 View of east side of property and adjoining apartments and residential homes to the east-northeast. IMG -0024 View of adjoining church to the eastfrom Pacific Avenue. 07/22/2014 RY,I � I 11111! Phase IESA Project#032-14-001-1 IMG -0025 View of adjoining single family residential homes south of Pacific Avenue. IMG 0026 Another view of single family residential homes south of the Subject Property across Pacific Avenue, 07/22/2414 goo. Phase I ESA Project#432-14-001-1 IMG 0027 View of the intersection of Puente Avenue and Pacific Avenue to the southeast of the Subject Property. IMG -0028 View of utility vault in municipal park strip on south side of property, adjoining Pacific Avenue. 0712212014 err n./ Phase 1 ESA Project#032-14-001-1 IMG 0030 View of adjoining property to the east, looking south to north along the eastern property boundary. IMG 0032 View of water meter located in the municipal sidwalk, abutting the Subject Property to the south. 07/22/2014 9--M_CL.JL ..,,..� y Phase I ESA ProjecM32-14-001-1 IMG 0033 Another view of water meter located in park strip on south side of the property. IMG -0034 View looking east to west along the south property boundary adjoining Pacific Avenue. 07122/2014 Inky Phaso I ESA Project#032-14-001-1 IMG 0036 Another view looking east to west along Pacific Avenue from south property boundary. IMG -0036 View of additional utility boxes located in park strip along Pacific Avenue to the south. 07/22/2014 Phase 1 ESA Project#032-14-001-1 IMG -0038 View of electrical power pole with pole mounted transformer located atorig the souttwastem property boundary. IMG 0041 View of adjoining properly to the east along the eastern property boundary. 07!2212014 @met f,."Y Phase IESA Project#032-14-001-1 0 IN ft 80--i.-Y Phase I ESA Project#1032-14-001-1 IMG 0043 View of Subject Property from across Pacific Avenue looking south to north. IMG_0046 Another view of Subject Property from across Pacific Avenue looking southeast to northwest. 07/2212014 88dRY„,,,.... Phase I ESA Project#032-14-001-1 [MG -0050 View of access driveway apron located an south side of the Subject Property from Pacific Avenue. 07!22!2014 Appendix C: HISTORICAL RESEARCH 14833 Pacific Avenue 14833 Pacific Avenue Baldwin Park, CA 91706 Inquiry Number: 3874244.6 March 07, 2014 Environmental Data Resources Inc 6 Armstrong Road Shelton, CT 08484 800.352.0050 www.edmet.com EDR Property Tax Map `Report Environmental Data Resources, Inc.'s EDR Property Tax Map Report is designed to assist environmental professionals in evaluating potential environmental conditions on a target property by understanding property boundaries and other characteristics. The report includes a search of available property tax maps, which include information on boundaries for the target property and neighboring properties, addresses, parcel identification numbers, as well as other data typically used in property location and identification. Thank you for your business. Please contact EDR at 1-800-382-0050 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. age*�aas IV . o L. qJq U a � W � _a Ny a: r o � Q r qp II r i P7 r CO Yb } h LV a+ m CI m, Ai! f a!3 j O� q7 41Rl Ji Ij J� 21 `Cy:- 'fid U fC{ LF�7 zF �� 7 U 0. IV . o k7. a: �'� o a a fu_a � 1' II P7 " CO IV L c m as 0) ar IL co n co M 14833 Pacific Avenue 94833 Pacific Avenue Baldwin Park, CA 91706 Inquiry Number: 3874244.3 March 07, 2014 6 Arrngtrong [;Wad. 41h Floor EDRF Shelton, Connecticut r 84 Tait FFM $00.352-0050 www,edrost.com Certified Sanborn® Map Report 3107/14 Site Name. 14833 Pacific Avenue 14833 Pacific Avenue Baldwin Paris, CA 91706 EDR Inquiry # 3874244.3 Client Name: Ecobility Corporation PO Bax 2651 Palos Verdes Peninsula, CA Contact: Valerie Marshall (CEDR* The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Eoobility Corporation were identified for the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance maps. The oollection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC, the copyright holder for the collection. Results can be authenticated by visiting www.edmet.com/sanbom. The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the collection as of the day this report was generated. Cerffmd Sanbom Results: Site Name: 14833 Pacific Avenue Address: 14833 Pacific Avenue City, State, Zip: Baldwin Park, CA 91706 Cross Street: P.O. # NA Project: NA Certification # 95C3-4449-8804 UNMAPPED PROPERTY This report certifies that the complete holdings of the Sanborn Library, LLC collection havebeen searched based on client supplied target property information, and fire insurance maps covering the target property were not found. Limited Permission To Make Copies SanbomID Library search resub Ceriffleadon495CS 449-8804 The Sanborn Library includes more than 12 million fire insurance maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow and others which track historical property usage in approximately 12,000 American cities and towns. Collections searched: Library of Congress University Publications of America EDR Private Collection 77ne Sanbam Lfbary LLC Skm IW6— Ecobility Corporation (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy, a copy of which is available upon request. 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 most 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 EmAronmentai 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 2014 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. 3874244 - 3 page 2 14833 Pacific Avenue 14833 Pacific Avenue Baldwin Park, CA 91706 Inquiry Number: 3874244.4 March 07, 2014 B Affmrtrang Road, 4th Floor EDRF Shelton, Connecticut 06484 Tutt Free. Wa.352_0050 WWW.4drnO _WM EDR Historical Topographic Map Report Environmental Data Resources, lnc.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 fbr your business. Please contact EDR at 1-800-352-0050 with any questions or comments. and 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 the 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 2014 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or 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 -JLA it CLIENT: Ecobilo Corporation N NO ADDRESS: 14833 Pacific Avenue CONTACT: Valerie Marshall MAP YEAR: 1894 Baldwin Park, CA 91706 INQUIRY#: 3874244.4 IL 1111H RESEARCH DATE: 03/0712014 SERIES: 15 SCALE: 1:62500 1 ♦-�8� 7 T � err-!,. -�.. � .c•�'� ate, � � i ;fir z 1 el t p 'V`` S� lha hill I I rE �IF, _ -JLA it CLIENT: Ecobilo Corporation N NAME: POMONA ADDRESS: 14833 Pacific Avenue CONTACT: Valerie Marshall MAP YEAR: 1894 Baldwin Park, CA 91706 INQUIRY#: 3874244.4 LATILONG: 34,0811-117,9535 RESEARCH DATE: 03/0712014 SERIES: 15 SCALE: 1:62500 1 ♦-�8� T � err-!,. -�.. � .c•�'� ate, � � i ;fir z 1 el t p 'V`` S� lha TARGET QUAD SITE NAME: 14833 Pacific Avenue CLIENT: Ecobilo Corporation N NAME: POMONA ADDRESS: 14833 Pacific Avenue CONTACT: Valerie Marshall MAP YEAR: 1894 Baldwin Park, CA 91706 INQUIRY#: 3874244.4 LATILONG: 34,0811-117,9535 RESEARCH DATE: 03/0712014 SERIES: 15 SCALE: 1:62500 Historical Topographic Map TARGET QUAD SITE NAME: 14833 Pacific Avenue CLIENT: Ecobility Corporation N NAME: SOUTHERN CA SHEET 1 ADDRESS: 14833 Pacific Avenue CONTACT: Valerie Marshall MAP YEAR: 1901 Baldwin Park, CA 91706 INQUIRY#: 3874244.4 LAVLONG: 34.0811-117.9535 RESEARCH DATE: 03/07/2014 SERIES: 60 SCALE: 1:250000 Historical Topographic Map rqk.. 4 WcWtsON 141 �r lFMIM ow TARGET QUAD SITE NAME: 14833 Pacific Avenue CLIENT: Ecobility Corporation N NAME: POMONA ADDRESS: 14833 Pacific Avenue CONTACT: Valerie Marshall MAP YEAR: 1904 Baldwin Park, CA 91706 INQUIRYI#: 3874244.4 LATILONG: 34.081 / -117.9535 RESEARCH DATE: 03/07/2014 SERIES: 15 SCALE: 1:62500 Historical Topographic Map TARGET QUAD SITE NAME: 14633 Pacific Avenue CLIENT: Ecobility Corporation N NAME: PUENTE ADDRESS: 14633 Pacific Avenue CONTACT: Valerie Marshall YEAR: 1927 BaldvAn Park, CA 91706 INQUIRY#: 3674244.4 tMAP LAT/LONG: 34.061 / -117.9635 RESEARCH DATE: 03/07/2014 SERIES: 6 SCALE: 1:24000 Historical Topographic Map TARGET QUAD SITE NAME: 14833 Pacific Avenue CLIENT: Ecobility Corporation N NAME: BALDWIN PARK ADDRESS: 14833 Pacific Avenue CONTACT: Valerie Marshall MAP YEAR: 1953 Baldwin Park, CA 91706 INQUIRY#: 3874244.4 LATILONG: 34.0811-117.9535 RESEARCH DATE: 03/07/2014 SERIES: 7.5 SCALE: 1:24000 Historical Topographic Map TARGET QUAD SITE NAIVE: 14833 Pads c Avenue CLJENT: Ecobiiity Corporation N NAME: BALDW[N PARK ADDRESS: 14833 Pacifc Avenue CONTACT: Valerie Marshall MAP YEAR: 1966 Baldwin Park, CA 91706 INQUIRY#: 3874244.4 LAT/LONG: 34.081 / -117.9535 RESEARCH DATE: 0310712014 SERIES: 7.5 SCALE: 1:24000 Historical Topographic Map TARGET QUAD SITE NAME: 14833 Pacific Avenue CLIENT: Ecobility Corporation N NAME: BALDWIN PARK ADDRESS: 14833 Pacific Avenue CONTACT: Valerie Marshall I� MAP YEAR: 1972 Baldwin Park, CA 91706 INQUIRY#: 3874244.4 PHOTOREVISED FROM :1966 LATILONG: 34.081 1 -117.9535 RESEARCH DATE: 0310712014 SERIES: 7.5 SCALE: 1:24000 • Hyl ,4nea Sch Historical Topographic Map 1 • ! � ,� � ��': � $_Elft r �v- i . wnr n Scb ♦� r 1N, TARGET QUAD SITE NAME: 14833 Pacific Avenue CLIENT: Ecobility Corporacion Bch NAME: BALDWIN PARK ADDRESS: 14833 Pacific Avenue CONTACT: Valerie Marshall MAP YEAR: 1981 Baldwin Park, CA 91706 INQUIRY#F: 3874244.4 PHOTOREVISED FROM :1966 LAT/LONG: 34.0811-117.9535 RESEARCH DATE: 03107/2014 4m L� SCALE: 1:24000 ■ — V 7orjeri 3ptt>�tion wold. � 7 �� - "rr ♦ ff n■u a,ica ! >� Res -- ii'. alb ,a.; -JEW- lihi a Baldwin ram- ark Ab Ab 2T iPark Y ID Norte$ W O ♦� � px � � Yi e 319 i FR r City' ^ ' 61 1 • ! � ,� � ��': � $_Elft r �v- i . wnr n Scb ♦� r 1N, TARGET QUAD SITE NAME: 14833 Pacific Avenue CLIENT: Ecobility Corporacion N NAME: BALDWIN PARK ADDRESS: 14833 Pacific Avenue CONTACT: Valerie Marshall MAP YEAR: 1981 Baldwin Park, CA 91706 INQUIRY#F: 3874244.4 PHOTOREVISED FROM :1966 LAT/LONG: 34.0811-117.9535 RESEARCH DATE: 03107/2014 SERIES: 7.5 SCALE: 1:24000 Historical Topographic Map •• 'y•� ° f'� • •�' t e s � ADJOINING QUAD NAME: LOS ANGELES AND SITE NAME: 14833 Pacific Avenue CLIENT: Eoobil4 Corporation N VICINITY EAST 2 OF 4 ADDRESS: 14833 Pacific Avenue CONTACT: Valerie Marshall MAP YEAR: 1953 Baldwin Park, CA 91706 INQUIRY#: 3874244.4 LAT/LONG: 34.081/-117.9535 RESEARCH DATE: 03/07/2014 SERIES: 7.5 SCALE: 124000 Historical Topographic Map .r. � I * ,.? k, Fw ,..::$'" ,� �.a ���u p ¢mom.. n�.. �r � j.. I '_e Tt, M�-��• � mad � ;� �,�. ,. � �,P � • ♦ ��; ��� � ,� .. Vl_ Hwy IT VIP 'LTi!• a i l r, 4�'{..n� at �i.A x(.. ' �Gf �'A�; L = y =ppi_g�� r%.x ✓ t -r-a�.- ?�[ -�'�.� �,trrc° a a. .r°_� -�--r' t'_ ■ R v ' �ti� icif i�a.'}p� x 367 ��~� 0�-- � JTZ s f, Y * c �spet�!"I Pte' s rr '� a.• � } - LTA •: ur �� - �Y1 - � �/' _ i• f , s1Mi' sEF £,I;A blf°t�A_� py .i r Graret Pif n LM r ADJOINING QUAD NAME: LOS ANGELES AND SITE NAME: 14833 Pacific Avenue CLIENT: Ecobility Corporation N VICINITY EAST 3 OF 4 ADDRESS: 14833 Pacific Avenue CONTACT: Valerie Marshall MAP YEAR: 1953 Baldwin Park, CA 91706 INQUIRY##: 3874244.4 LAT/LONG: 34.081 /-117.9535 RESEARCH DATE: 0310712014 SERIES: 7.5 SCALE: 1:24000 14833 Pacific Avenue 14833 Pacific Avenue Baldwin Park, CA 91706 Inquiry Number: 3874244.11 March 07, 2014 6 Armstrong Ind, 41h Fluor EDRF Shelton, Connecticut 06AS4 Too Free: $00.$$2.1 0SG www.ed(not.com 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 aeria[ 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 1-500-352-0050 with any questions or comments. - Copyright 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 1 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 2414 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or 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. Al other trademarks used herein are the property of their respective owners. Date EDR Searched Historical Sources: Aerial Photography March 07, 2014 Target Property: 14533 Pacific Avenue Baldwin Park, CA 91706 Year Scale Details Source 1927 Aerial Photograph. Scale: 1 "=500' Flight Year: 1927 Fairchild 1938 Aerial Photograph. Scale: 1 "=5001 Flight Year. 1938 EDR 1948 Aerial Photograph. Scale: 1 "=500' Flight Year: 1948 EDR 1952 Aerial Photograph Scale: I'=500' Flight Year: 1952 EDR 1964 Aerial Photograph. Scale: 1"=500' Flight Year: 1964 EDR 1972 Aerial Photograph. Scale: 1"=500' Flight Year. 1972 EDR 1981 Aerial Photograph. Scale: 1 "=500' Flight Year. 1981 AMI 1989 Aerial Photograph_ Scale: 1 "=500' Flight Year: 1989 USGS 1994 Aerial Photograph. Scale: 1"=500' /DOQQ - acquisition dates: 1994 EDR 2005 Aerial Photograph. Scale: V=500' Flight Year. 2005 EDR 2009 Aerial Photograph. Scale: 1 "--5W Flight Year. 2009 EDR 2010 Aerial Photograph. Scale: 1 "=500' Flight Year. 2010 EDR 2012 Aerial Photograph. Scale: 1"=500' Flight Year: 2012 EDR 3874244.11 2 INQUIRY 3874244.11 YEAR:- t a / � / # � / . / i !aR i • e i•�/ /♦•♦// of 00000: 8*86►040tRw ell-/0•/*N■'w••#*W AIiat �IFr» .r • •■ • e i a •ir •iiri�:ie� MOM •ORiHr t a / � / # � / . / i !aR i • e i•�/ /♦•♦// of 00000: 8*86►040tRw ell-/0•/*N■'w••#*W AIiat �IFr» .r • •■ • e i a f t J Vn q v j ta 17 71 61 21 l "4 _.."4 rE5 +�,v � ]� ✓ r �Y �1 ]v+ !� Y "'.u,� Y• � y3, r r '7". `Cdr i z Ar 4.x Y .r. .h{•4 ,� T S ` d ek:. '�+�''Lv -Air ,: - .y. 'n'wi� .. c;: + w ... _, f�- • r , -- a', i. ��. �.i. � � _ -!"s• i s Y r. � _.+� �t , JN INQUIRY #: 3874244.11 YEAR: 1938 EDR <.' e a sJ� f N T P .. Tr.. r_ r. � ,... rr' .' z"e' .fd. ,+�dy.! ,._ . 1" m . , •. ti ��" MJF' 'i'L ... '. i# rr� d ,,f p '� � -, �,� ,- r, t� �' � g+r "' `'u'�f `,'1 •' .. ��..r a ,s. �� f R� '°` �� i . � } 'i - ",�vF-�"'' •,.� � � +ear: - e �_ . !� 't1 �.- �- 7 .y� � 6 • ��.. k-. TM � ti .+may. �y�.4 -, LLii : f � ,`���•� � �e� �',�''��;,� 5 •d� �:-"� �� ���\��`'` � �^ � � ter; t' a YF n i t ui ti .i �L � `y may,. - ,-•r 1lt �:., � i �� �v. �. 4 y -L C s t'y a JF 4�' .44 FR a FT ��� '�. �'� Sex '� •; "N �� �w.�.Y`. S��A it k c i?. ? B w A Rrilia� z J a _ '4 � ��` X44„ �� � S.S ,r ?".,•�r. �� r� - ti e_ 3 ` �•� AS,:. ". .-.� `k .,.'+.IIP . lox Ars W T .. R 0 kAL 0 r -*raw - .�W" ur Fib xshop ,. � � r -�•._:,,, � . law Ww • � y'4+ } � - "� r }; � i VO vOV All I LOW 7r 1 ♦4 I " F' * - Fer ry `�tl +~ " �1. - !rillY 404 T , dK- . AA �'' � > `w � fLr. fi tr r�• r,. � 4 � , n `�`-, � � � r w�� -. _ s.. r � :., y �. CK 117 it diAr• ;�� :• »��� ,` A r f4 4 All�s, _.xlwlb.k r � �` �'• C�� f � ' � � �`.. �`� �" � � �� +tom � _r It iP r t AL- 114 IN i ! p V RR c JR A �1 `" �� M4. ��F op Fit Ot. 110 K-N . r , `.'� � *max f � • ��, ..�9'� "�'� G, .... � ���� � ?� *y'%. i .-+:`� •� ` R`'_*ro �G �,y�':4®r`jygil��' 4fr,749 y�i,�k^'.rd4 14. "LAW Ap 14� � .�� ," _ � �'� .=may ,�`R�.+l► � �.� , ;�_�"' r _.. .,.t..n..9..r� .a t R" ••"a ` "`�- .y"'' a -� yam` + r' i 7 - ma e b j• • C r E ti -'"*' s �.. -,• � ,,,.,R•,..., � 1 Y . �,i«ex�:� V.-.,...rT �o!� '«4 :. A,.� ti� j � •, ..,_: �` �'� �a..� �k�` "`t,+n.. r�:. `�R x"�' � .d ri �e'. � ,,.,: " � r� 1a � ' why. � ' � f '.�y '�''i � �� r(�Ir `�' yap�'� -y ;'.� h4►. 4 ,,.��:, ,�: �4+�k�f j a "w�„�- �. `�� , .:� . � 'iii L � � _.'• ,/� _ r '� 4—�+�w.r+urf 1;Vf,. 4 10 fit ItAly vN ��- �• ,lFf * may, i % + .�J'-1, Z. j x ,w r s ,Sa � o k ' r fly „»., _ Y 5 ♦ �Jf 5' i..:'a:.. .. u.}!$III JLia�.. •,.l .ARrye�:�1R'�. '-_ ♦ ��' J _ .':a4.�s CD *, s � • r ' ' t' � s ' � �;” � � fir, s *r. r M _ t Llk NA gra} -.� :~ ,," '�r�fe 1p,�„r'� .�"�.. 4�,• •'��,; f,r, - ��� e � , Aw w „rr„r., � ,° "..J t,< r -sem t •� *,g'” a.. 0� e;r 4 VA ell 1 � +'t � � d �' •Gv 1 ,k, r �r r- " r t '� ":c^�aJ6 �� � �' k r '" ',lt' .:� � �:' ^8 v y k `�1iK •T 9~ ..•° � - - v' µ;. rY ; r ,� , . � .� '� �SCO f Y•^ �• '�•�` � � . ' IF r fir IF '.14'ud'�i �• � .: #� 4 ` f f .'�'' '''!• � y' �• 1 w,. ,: A�..� '.�" �L•Y .'4k � }•°' ., .`A y! �. - ° r:?. • F r'"/^W `�`' a'i .n A _ ted• Y ..� 1 c� +K-- ��• 4 me ft 41 .,• .. x M1 } . l R �� 'M `�t' •� + ° 6'�E '�"., x`1..1 k4 1 •:�. �, 11�!�'` w•hf 1 a rr, x a•, i • ws'i'.'�,yAp. F 71 t'CSf' - ' .. a1. µ�' 'Y1 �t 'k, �� '� .��• "+I� � �,"�^� � i�. �-'4 "`..._. �1. �:.t'�,�^ :. kL n,. a 7tYw; "�btF ,rG XI OAR r s y �s w, r !: Y dry own a L� .(y* NK ♦, K ^4 -.0 iL fk Vj � ale ��'� t_• ,�' � e INQUIRY ##: 3874244.11 #^ y#+ YEAR: 2009EdRPF ► *? �.k = 500'-x AT POW ..�. ... t � 1"_ - �, +r,+, _� �. - r `.. ,'sl p. f �5r '. Lex. ,� � d :v _- - -• .. f � ro �e'r .� ; ,, � w r 'rte _ '� - 1: i. 4 L �.•� �' : k j s �f , � J //�?i, �i+ '�v1� _Nt � .�" - to ..r f� f� L Ff l� �•5e+"• � � _ : �,�„ � M . �. ,- `q'q�* . _, l , 9�it 6.'-4 A Z : '.l 'R 1 ��; � y�' f c', - . , i� t • � � _. t? fie' '""t w�►y � /a'' ti'� � ; i° � ',, �irs� ' M �.4 f�y' •�`�%` ���`W� �' ,µ ,��,����` F � * � \4 I_i +S k.' - ' �... � - ,�• �[��`��p ...e,,: fat., Pt 4-1 Ft T, i"n 1 ,,p �'F 1• ( �j\«�„ -' 1.1.: • �� ,(,F `' fy 4„'�%'. 1,��, Y ' - '' -'�Ji� V74 .` .fdP"e.� _R f. ♦jet', �, f` ` _ n .f � +�1 `+:+% t � .(�. �,� m ` _ f � �r i -1.Y'. 'v r,iy: �. � - � � )i •"�. � s S _'r; �{"m PI a , .k �,y Y-~ ,,,fir.• y. ad -JL - S A '-.o-1 �,_ M�` 1�� 1�•" -1f f �� - J""� 1�� „t ° yl,�r.�L.•.l `. ,i+ �� ..�« •w. *L*;%O r>. fir. p - c +��-3 ..�^ d. o daaa . �— r 4 'bv� mm [� " �@ Ak 714 tit _ iL r &I �I`w "I Vel OL fw ,. � �. rr•� gyp, �+'' .. � e _ yv. yd }';y, •Y' -•'ter :��. f . +. i' � �i$�, . i Y R Z t 141 y t¢ ' 4 �e4 jr `$f 4 W�4_" - ' �' w`�.r �, � xa"� °��,4. "r FAY -t. �...�`-• � �w �: :'•� y'��,�^y,�� �',- a.. Ix ��..� r...4M �' .. �' �' y yM� -��� Iy art► 3 �'�" W _ �Gr o .',�b �ti:; � ski k t�!° y ,, ✓"� o ♦ - 1 �� r '.� *_ 4 a c + ��,� .. �� �".x.11•. pEA!:_ `:♦ �. q,r -i. k .Y�_.., r J 1 IL ,. ry..yy'Y'� �A• � '. , ' � v''Y fl" d _ k :WA'1{�• � � eek �G A r x • _ 4 t � F. 14833 Pacific Avenue 14833 Pacific Avenue Baldwin Park, CA 91706 Inquiry Number: 3874244.5 March 10, 2014 6 Armstrong Road Shelton, CT 06484 800.352.0050 Environmental Data Resources Inc www,edrnet.00m SECTION Executive Summary Findings TAPE. CONTENTS 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 e)dst 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 'W indicates where information was identified in the source and provided in this report. Year source IP � inirw Iexf A,bstrac Source Image 2013 Cole Information Services - X X - 2008 Cale Information Services X X _ 2006 Haines Company 2004 Haines Company 2003 Haines & Company - X X - Haines & Company X X X - 2001 Haines & Company, Inc. 2000 Pacific Bell Telephone _ 1999 Haines Company - 1996 GTE _ 1995 Pacific Bell - X X _ 1992 PACIFIC BELL WHITE PAGES - 1991 Pacific Sell - 1990 Pacific Bell _ 1986 Pacific Bell - 1985 Pacific Bell - X X _ Pacific Bell X X X _ 1981 Pacific Telephone 1980 Pacific Telephone - X X - Pacific Telephone X X X - 1976 Pacific Telephone 1975 Pacific Telephone - X X _ Pacific Telephone X X X - 1972 R. L. Polk & Co. 1971 Pacific Telephone 1970 Pacific Telephone _ _ _ _ 3874244-5 Pagel EXECUTIVE SUMMARY Year Source 1969 Pacific Telephone 1967 Pacific Telephone 1956 Pacific Telephone 1955 Pacific Telephone 1964 Pacific Telephone 1963 Pacific Telephone 1962 Pacific Telephone 1961 Luskey Brothers & Co 1960 Pacific Telephone 1958 Pacific Telephone 1957 Pacific Telephone 1956 General Telephone Company Pubtishers 1955 Home Directory Service 1954 R. L. Polk & Co. 1952 Los Angeles Directory Co. 1951 Pacific Directory Co. 1950 Pacific Telephone 1949 Los Angeles Directory Co. 1948 Associated Telephone Company, Ltd. 1947 Pacific Directory Co. 1946 Western Directory Co. 1945 The Glendale Directory Co. 1944 R. L. Palk & Co. 1942 Los Angeles Directory Co. 1940 Glendale Directory Co. , 1939 Los Angeles Directory Co. 1938 Los Angeles Directory Co. 1937 Los Angeles Directory Co. 1936 Los Angeles Directory Co. 1935 Los Angeles Directory Co. 1934 Los Angeles Directory Co. 1933 Los Angeles Directory Co. 1932 Los Angeles Directory Co. 1931 Los Angeles Directory Co. 11930 Glendale Directory Co. 1929 Los Angeles Directory Co. 1928 Los Angeles Directory Co. 1927 Kassen Directory Company Publishers 1926 Los Angeles Directory Co. 1925 Los Angeles Directory Co. 1924 Los Angeles Directory Co. 1923 Los Angeles Directory Co. 1921 Los Angeles Directory Co. 1924 Los Angeles Directory Co. L Adjoi inns TextA strag Source _ x X. - - x X - _ x x - - x x - _ x x - 3874244-5 Page 2 EXECUTIVE SUMMARY MAP INFORMATION The Overview 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 contained in the findings section. An "X" indicates where information was identified. Address. TIM Findinos 14833 Pacific Avenue Map ID: 1 14818 JEREMIE ST Map ID: 11 x 14840 JEREMIE ST Map ID: 13 X 14826 JEREMIE ST Map ID: 14 X 14833 PACIFIC AVE Map ID: 2 14839 PACIFIC AVE Map ID: 4 X 14830 CHEVALIER AVE Map ID: 6 3874244-5 Page 3 ddress 14801 PACIFIC AVENUE 14855 PACIFIC AVENUE 14827 PACIFIC AVENUE EXECUTIVE SUMMARY T m Findin Client Entered X Client Entered X Client Entered X 38742445 Page 4 FINDINGS TARGET PROPERTY INFORMATION ADDRESS 14833 Pacific Avenue Baldwin Park, CA 91706 FINDINGS DETAIL Target Property research detail. PACIFIC AVE 94827 PACIFIC AVE Year Uses Source 2003 )()()()( Haines & Company 14833 PACIFIC AVE Yam Uses � 14839 PACIFIC AVE YI;�C Uses Source 2003 xxxx Haines & Company xXXx Haines & Company 1985 CHASE GLADYS Pacific Bell CHASE GLADYS Pacific Bell 1980 CHASE GLADYS L REST HOME PACIFIC Pacific Telephone AVE BALDWIN PARK CHASE MANOR REST HOME PACIFIC AVE Pacific Telephone BALDWIN PARK KRIGBAUM SHIRLEY PACIFIC AVE Pacific Telephone BALDWIN PARK CHASE GLADYS L REST HOME PACIFIC Pacific Telephone AVE BALDWIN PARK CHASE MANOR REST HOME PACIFIC AVE Pacific Telephone BALDWIN PARK KRIGBAUM SHIRLEY PACIFIC AVE Pacific Telephone BALDWIN PARK 1975 CHASE GLADYS L REST HOME Pacific Telephone CHASE MANOR REST HOME Pacific Telephone REYES CELIA Pacific Telephone CHASE GLADYS L REST HOME Pacific Telephone CHASE MANOR REST HOME Pacific Telephone 3874244-5 Page 5 FINDINGSis Year Uses Sorg 1976 REYES CELIA Pacific Telephone PACIFIC AVENUE 14827 PACIFIC AVENUE Year vim.. Source 2003 XX>D( Haines & Company Pacific Avenue 1.4833 Pacific Avenue Year Uses Source 3874244-5 Page 6 FINDINGS ADJOINING PROPERTY DETAIL The following Adjoining Property addresses were researched for this report. Detailed findings are provided for each address. BIG DALTN AVE 3719 BIG DALTN AVE Year Uses s 1995 MONROE MIKE Pacific Bell 3729 BIG DALTN AVE Year SEP- Source 1995 NGUYEN MAI Pacific Bell 3735 BIG DALTN AVE YAP -r VIM Source 1995 TATU Pacific Bell 3751 BIG DALTN AVE Year ses 1995 1 GUERRERO CARLOS A Pacific Bell 3828 BIG DALTN AVE YAC uses Source 1995 WILLIAMS LESLIE E Pacific Bell f► 1 3702 BIG DALTON AVE Year msm SoLrce 1980 MCKEE CURTIS B SMSGT RET BIG Pacific Telephone DALTON AVE BALDWIN PARK 3703 BIG DALTON AVE Year Uses Source 1980 CNACON G H BIG DALTON AVE BALDWIN Pacific Telephone PARK 3710 BIG DALTON AVE Year lent Sorrrice 1980 AUGO REYNAGA BIG DALTON AVE Pacific Telephone BALDWIN PARK 3874244-5 Page 7 FINDINGS Year Uses Sourcg 1975 AUGO REYNAGA BALDWIN PARK Pacific Telephone 3715 BICC DALTON AVE Year Y= Source 2003 HURLBUT James Haines & Company 3717 BIG DALTON AVE Alf YAM 2003 HALBY Frank Haines & Company 1985 NATELBORG RICHARD Pacific Bell 1980 NATELBORG RICHARD BIG DALTON AVE Pacific Telephone BALDWIN PARK 1975 NATELBORG MARSHALL N Pacific Telephone 3719 BIG DALTON AVE ym !1m s 2008 BIG DALTON RECORDS & STUDIOS Cole Information Services 2003 OHALBY Frank Haines & Company 1995 Monroe Mike Pacific Bell 1985 TERRILL PAUL Pacific Bell 1980 CHRISTENSEN SCHOU BIG DALTON AVE Pacific Telephone BALDWIN PARK 1975 CHRISTENSEN SCHOU Pacific Telephone 3722 BIG DALTON AVE Year Uses so 2003 NGUYEN Thaivan Haines & Company LAI Grace Haines & Company 1995 Ing Khieu Tent Pacific Bell 1985 LOUGHRAN A T Pacific Bell 1980 LOUGHRAN A T SIG DALTON AVE Pacific Telephone BALDWIN PARK 1975 LOUGHRAN A T Pacific Telephone 3725 BIG DALTON AVE YME usys Source 2003 KING Wan Haines & Company JIA Then Yu Haines & Company 1980 VOYLES TERRY L BIG DALTON AVE Pacific Telephone BALDWIN PARK 1975 SHAPUTIS ROGER A Pacific Telephone 3874244-5 Page 8 FINDINGS 3728 BIG DALTON AVE Year Uses Igurce 2003 SLYKER Pauline Haines & Company 1985 SLYKER P Pacific Bell 1975 SLYKER JOHN J Pacific Telephone 3729 BIG DALTON AVE Year uses 52urce 2003 NGUYEN Mal Haines & Company 1995 Nguyen Mai Pacific Bell 3735 BIG DALTON AVE Year Uses Source 2003 LAIJoseph Haines & Company 3751 BIG DALTON AVE Year irk Source 2003 GUZMAN Luis Haines & Company 1995 Guerrero Celia Pacific Bell I Guerrero Carlos A Pacific Bell 1980 HO1KA PETER H & MARION M BIG Pacific Telephone DALTON AVE BALDWIN PARKT 1975 HOIKA PETER H Pacific Telephone 3760 BIG DALTON AVE Year -M Source 2003 ARAUJO William Haines & Company 1985 HANEYS GARDENING SERVICE Pacific Bell MESSENGER MIKE Pacific Bell 1980 .MESSENGER MIKE BIG DALTON AVE Pacific Telephone BALDWIN PARK 1975 ELLIOTT DAVID Pacific Telephone 3766 BIG DALTON AVE Year Uses Source 2403 MOLINACesar Haines & Company 1985 FERRA THOS Pacific Bell 1975 SCHNURR WM C Pacific Telephone 3802 BIG DALTON AVE Year Uses &urce 2003 WALTON Judy Haines & Company 3874244-5 Page 9 FINDINGS Ye,r U. sss Source 2003 RUIZWalter Haines & Company WALTON Larry Haines & Company 1985 RUIZ WELTER Pacific Bell 1980 RUIZ WALTER BIG DALTON AVE Pacific Telephone BALDWIN PARK 1975 RUIZ WALTER Pacific Telephone 3808 BIG DALTON AVE Year uses Source 1980 LYTLE LEILA BIG DALTON AVE BALDWIN Pacific Telephone PARK 1975 LYTLE LETLA G Pacific Telephone 3809 BIG DALTON AVE YMC uses . SoLrce 2003 BIG DALTON AV 91706 CONT Haines & Company OZUNIGAAntonia Haines & Company 1985 HANSON CARLYLE Pacific Bell 1980 HANSON CARLYLE BIG DALTON AVE Pacific Telephone BALDWIN PARK 1975 HANSON CARLYLE Pacific Telephone 3812 BIG DALTON AVE Year !lees Source 2003 REED Marla Haines & Company 3815 BIG DALTON AVE Year Uses UM 2003 CORNEJO Longino Haines & Company 1985 ROSS LLOYD A & FEKERTE K Pacific Bell 1975 REED LYNN S Pacific Telephone 3818 BIG DALTON AVE Year ilses 2003 VILLALOBOSWilliam Haines & Company 1985 KENRECK MARY ANN Pacific Bell 1980 WILLIAMS EARL BIG DALTON AVE Pacific Telephone BALDWIN PARK 1975 WILLIAMS EARL Pacific Telephone 3874244-5 Page 10 c FINDINGS 3819 BIG DALTON AVE Year Uses Source 2008 MARIA DE LA CRUZ TOSCANO Cole Information Services 2003 TOSCANO Jaime Haines & Company 1985 EICHSTEDT CHAS W & RUTH M Pacific Bell 1980 EICHSTEDT CHAS W & RUTH M J BIG Pacific Telephone DALTON AVE BALDWIN PARK 1975 EICHSTEDT CHARLES W Pacific Telephone 3824 BIG DALTON AVE Yka Uses k2urce 1980 WELCH RAYMOND LEE JR BIG DALTON Pacific Telephone AVE BALDWIN PARK WELCH RAYMOND LEE JR BIG DALTON Pacific Telephone AVE BALDWIN PARK 1975 WALBURN L L Pacific Telephone 3825 BIG DALTON AVE Year Uses Source 2003 LOPEZSephia Haines & Company SILVA Raul Haines & Company 3828 BIG DALTON AVE yaff Uses Source 2003 OWILLIAMS Alice Haines & Company 1985 WILLIAMS LESLIE E Pacific Beff 1980 WILLIAMS LESLIE E BIG DALTON AVE Padfic Telephone BALDWIN PARK 1975 WILLIAMS LESLIE E Pacific Telephone 3831 BIG DALTON AVE Year uses Source 2408 HANDWORKS Cole Informadon Services 2003 RODRIGUEZ C Haines & Company 1985 HOLMES LOREEN Pacific Bell 1980 TRiFIL1=TT1 J V BIG DALTON AVE Pacific Telephone BALDWIN PARK 1975 TRiFILETTI J V Pacific Telephone 3834 BIG DALTON AVE Year Uses Source 2003 CAMPOS Rosa Haines & Company 1985 CROWTHER DONALD A Pacific Bell 3874244-5 Page 11 FINDINGS Year Used Sour 1980 CROWTHER DONALD A BIG DALTON AVE Pacific Telephone COMMUNITY BAPTIST CHURCH OF WEST BALDWIN PARK 9975 CROWTHER DONALD A Pacific Telephone 3835 BIG DALTON AVE Cole Information Services Year Uses Source 2003 HERNANDEZ Raul Haines & Company 3840 BIG DALTON AVE PENTECOSTAL CHURCH OF GOD ME MAO Soutr� 2003 ROSALES Raimundo Haines & Company 1985 CORNELIUS CLIFFORD T Pacific Bell 1980 CORNELIUS CLIFFORD T BIG DALTON Pacific Telephone AVE BALDWIN PARK Uses 1975 CORNELIUS CLIFFORD T Pacific Telephone Haines & Company CORNELIUS MICHAEL Pacific Telephone 3841 BIG DALTON AVE Year uses SOUM 2008 JACK U UP ALCOHOL & BEVERAGE Cale Information Services 2003 OLOTOATerese Haines & Company OOLOTOALa Auli Haines & Company 1985 OLOTOA L Pacific Bell 3803 DUNDRY AVE Year Uses source 2013 COMMUNITY BAPTIST CHURCH OF WEST Cole Iniormation Services COV 2008 PENTECOSTAL CHURCH OF GOD INC Cole Information Services 1995 Pentek R Azu Pacific Bell Pentecostal Church Of God Pacific Bell 1985 PENTECOSTAL CHURCH OF GOD Pacific Bell 1980 PENTECOSTAL CHURCH OF GOD Pacific Telephone DUNDRY AVE BALDWIN PARK 1975 PENTECOSTAL CHURCH OF GOD Pacific Telephone 3815 DUNDRY AVE Year Uses source 2003 GUZMAN Francies Haines & Company 1995 Gurule T & R Paafic Bell 38742445 Page 12 FINDINGS Year %sem source 1995 Gurule Solomon Pacific Bell 14822 E JEREMIE AVE Gurule Tamera & Robert Pacific Bell 3821 DUNDRY AVE Pacific Telephone Year Uses Source 2003 MENDOZA Rosauro Haines & Company 3825 DUNDRY AVE Y_Wf Uses Year Uses Source 2003 ACEVEDO Maria Haines & Company 3831 DUNDRYAVE Year Uses Source 2003 OMORALES Felipe Haines & Company 1995 Morales Felipe Pacific Bell 1985 PEREZ SANTIAGO JR Pacific Bell 1980 HILTON RON DUNDRY AVE BALDWIN Padfic Telephone PARK 3859112 DUNDRY AVE Year Uses sourace 1975 KRAFFT RAY W Pacific Telephone E JEREMIE AVE 14818 E JEREMIE AVE Year Y�M o r 1960 COLLINS GEO R Pacific Telephone 14822 E JEREMIE AVE Year uses Source 1966 PURCELL JOHN B Pacific Telephone 14823 E JEREMIE AVE Year Uses Source 1966 MICKENS EDW Pacific Telephone 14827 E JEREMIE AVE Y_Wf Uses source 1966 RICHARDSON LOUIS L Pacific Telephone 3874244-5 Page 13 14831 E JEREMIE AVE Year Uses 1966 MURO ROBT H 14839 E JEREMIE AVE Year uses 1966 WEIDENBACH CARL JEREMIE AVE 14826 JEREMIE AVE Year r► 1995 YAN MICHAEL 14850 JEREMIE AVE YAK Uses 1995 FLOOD RICHARD L 14890 JEREMIE AVE ea RM 1995 GOMEZ RAY JEREMIE ST 14818 JEREMIE ST Year IM 2003 RANGELJose M RANGELLJose M 1960 COLLINS GEO R 14822 JEREMIE ST Year kM 2003 NELSON Jewel 1995 Bernardino John 1975 JOHNSON HOWARD L 14823 JEREMIE ST Y r Aa 2003 YAMAICA Michael FINDINGS Source Pacific Telephone Source Pacific Telephone 5ourre Pacific Bell Source Pacific Sell sourcce Pacific Bell s Haines & Company Haines & Company Pacific Telephone Spurc Haines & Company Pack Bell Padfic Telephone Haines & Company 3874244-5 Page 14 FINDINGS 14826 JEREMIE ST Ye.pr Uses Source 2003 CRUZ Brenda Haines & Company ESTRADA Juan Haines & Company NESRIDAJane Haines & Company CRUZ Brenda Haines & Company ESTRADA Juan Haines & Company NEBRIDAJane Haines & Company 1995 YAN MICHAEL Pacific Bell Yan Michael Pacific Bell Yan Michael Pacific Sell 1985 CANO LUIS Pacific Bell CANO LUIS Pacific Bell 1980 CANO LUIS JEREMIE ST BALDWIN PARK Pacific Telephone 14827 JEREMIE ST Y U Uses gurce 2003 APARICIOJorge Haines & Company 1985 KARNS FRED R Pacific Bell 1975 KARNS JO -ANN Pacific Telephone KARNS FREDRICK R CPA Pacific Telephone KARNS FRED R Pacific Telephone 14831 JEREMIE ST Y -r VAW source 2003 LERMANesalor Haines & Company 14832 JEREMIE ST Year Uses Source 2003 CASARRUBIAS Haines & Company Gulleliona CORRAL Oscar Haines & Company ROSALESJorge Haines & Company 14839 JEREMIE ST Year Uses 2003 CHAN Kenny Haines & Company 1985 WEIDENBACH CARL Pacific Bell 1975 WEIDENBACH CARL Pacific Telephone 38742445 Page 15 FINDINGS 148440 JEREMIE ST Map ID: 13 Year YAM ggurce 2003 ROORIGUEZGregodo Haines & Company 11.4850 JEREMIE ST AN uses Sourc 2003 DAVISDonna Haines & Company FLOOD Richard L Haines & Company 1985 FLOOD RICHARD L Pacific Bell 1975 DAVIS BILLY N Pacific Telephone 14890 JEREMIE ST Year Uses Source 2003 SAAVEDRABedha Haines & Company 1995 Gomez Rebecca Pacific Bell Gomer Raymond & Billie W Gov n Pacific Bell Gomez Ray Pacific Bell 1985 GOMEZ RAY Pacific Bell 1980 GOMEZ RAY JEREMIE ST BALDWIN PARK Pacific Telephone 1975 GOMEZ RAY Pacific Telephone 14900 JEREMIE ST Year Aum Source 2003 MULKO Miguel Haines & Company 1980 MULKO MIGUEL JEREMIE ST BALDWIN Pacific Telephone PARK 44915 JEREMIE ST Year mmg Source 2003 LEEVan Haines & Company 14916 JEREMIE ST YAM Uses source 2003 VO Dung Haines & Company 14918 JEREMIE ST Aar JuSource 2003 PERDOMOJose Haines & Company 14919 JEREMIE ST Year Uses Source 2003 )0= Haines & Company 3874244-5 Page 16 FINDINGS Year Uses Source 1985 SMITH TIM Pacific Bell MILLBURY 3702 MILLBURY AVE Ysar Uses Source 2003 BALLENTINE Marvin Haines & Company 1995 BALLENTLNE MARVIN Paclfic Bell 1985 BURNETT WILLIAM L Pacific Bell 1975 BURNETT WILLIAM L Pacific Telephone 3703 MILLBURY AVE Year use 2003 SHARPE Donna Haines & Company 3706 MILLBURY AVE Year Mses 2003 TOLIVER Theodor Haines & Company 3709 MILLBURY AVE Year Uses Source 2003 GAYGerald E Haines & Company GAYChuck Haines & Company 1995 GAY GERALD E Pacific Bell Gay Intros There Is A Charge To Dial This Pacific Bell Number Gay Gerald E Pacific Bell 1885 GAY GERALD E Pacific Bell 1975 GAY GERALD E Pacific Telephone 3712 MILLBURY AVE Year V"I Source 2003 FONSECADomino Haines & Company 1985 LIBOIT F C Pacific Bell 1975 LIBOLT F C Pacific Telephone 3715 MILLBURY AVE Year Mul Source 2003 MACHi NSKI Edw Haines & Company 1995 Machloski Edward Pacific Bell MACHLOSKI EDWARD Pacific Bell 3874244-5 Page 17 FINDINGS Year Usese Source 1985 MACHINSKI EDWARD Pacific Bell 1975 MACHINSKI EDWARD Pacific Telephone 1960 MACHINSKI EDW Pacific Telephone 3718 MILLBURY AVE `ML Uses Sauce 2003 FONG George Haines & Company 1985 FAIR SCOTT Pacific Bell 1980 FAIR SCOTT MILLBURY AVE BALDWIN Pacific Telephone PARK 3719 MILLBURY AVE YAC Uses Source 2003 RODRI GUEZLawrec Haines & Company 3724 MILLBURY AVE lislii! Uses Source 2003 OLONAReyes Haines & Company 1985 SALVADOR LARRY Pacific Bell 1980 SALVADOR LARRY MILLBURY AVE Pacific Telephone BALDWIN PARK 3725 MILLBURY AVE AM Y.%M Source 2003 GARCIA Manuel Haines & Company 1980 DENGLER NICHOLAS H MILLBURY AVE Pacific Telephone BALDWIN PARK 3730 MILLBURY AVE Year ILUI Source 2003 RAYGOZAJose Haines & Company 1995 Flares Beabir Pacific Bell FLARES BEATRIR Pacific Bell 1985 DENTON BENJAMIN O Pacific Bell 1980 DENTON BENJAMIN O MILLBURY AVE Pacific Telephone BALDWIN PARK 1975 DENTON BENJAMIN O Pacific Telephone 3731 MILLBURY AVE YAC Uses Source 2003 NIGHTWINE W E Haines & Company 1995 Nightwine W E Pacific Bell 3874244-5 Page 18 FINDINGS Year-Qs—es Source 1995 NIGHTWINE W E Pacific Bell 1985 NIGHTWINE W E Pack Bell 1980 NIGHTWINE W E MILLBURY AVE Pacific Telephone BALDWIN PARK 1975 NIGHTWINE W E Pacific Telephone 3735 MILLBURY AVE Year 199A &urce 2003 CARTER Olin W Haines & Company 1995 CARTEROLLNW Pacific Bell 1985 CARTER OLIN W Pacific Bell 1980 CARTER OLIN W MILLBURY AVE Pacific Telephone BALDWIN PARK 1975 CARTER OLIN W Pacific Telephone 3737 MILLBURY AVE Year Uses SollrGE 2003 TACHAVIT Aom Haines & Company 1985 DIAZ ARNULFO Pacific Bell 3741 MILLBURY AVE Year Uses Source 2003 MENDEZStephen Haines & Company 1985 AGUILAR J Pacific Bell 3742 MILLBURY AVE Year Uses &urcg 2003 SALAZAR Jesus Haines & Company 1995 Cal Tiantao Pacific Bell Cai Wen Chen Pacific Bell CAL TIANTAO Pacific Bell 1985 LARA LOUIS J Pacific Bell 1975 LARA RICHARD ALLEN Pacific Telephone 3746 MILLBURY AVE Year Users soeeree 2003 TANGWai Chhag Haines & Company 1995 Tang Walching Pacific Bell Tang Walkit Pacific Bell 1980 FRAIJO R MILLBURY AVE BALDWIN PARK Pacific Telephone 3874244-5 Page 19 FINDINGS 3747 MILLBURY AVE Year Uses soume 2003 1 DELEON Albino Haines & Company RODRIGUEZPedro Haines & Company 1995 Rodriguez Pedro Pacific Bell RODRIGUEZPEDRO Pacific Bell 1980 PRICE FORREST JR MILLBURY AVE Pacific Telephone BALDWIN PARK 1975 PRICE FORREST JR Pacific Telephone 3752 MILLBURY AVE Year .Uses SoUTe 2003 BURT Richard Haines & Company 1995 BURT RICHARD Pacific Bell Burt Robt & Stacey LM Pacific Bell Burt Richard Pacific Bell 1985 BURT RICHARD Pacific Bell 1980 BURT RICHARD MILLBURY AVE BALDWIN Pacific Telephone PARK 1975 BURT RICHARD Pacific Telephone 3758 MILLBURY AVE YC Uses 2003 0 CHURCH Moses Haines & Company 1985 CASILLAS ALBERTO BALDWIN PARK Pacific Bell 1980 CASILLAS ALHAMBRAERTO MILLBURY Pacific Telephone AVE BALDWIN PARK 3762 MILLBURY AVE Am + m Source 2003 MURRIETA Cesarea Haines & Company 1985 BURT LIZA Pacific Bell 1980 MURRIETA CESAREA R MILLBURY AVE Pacific Telephone BALDWIN PARK 1975 MURRIETA CESAREA R Pacific Telephone 3768 MILLBURY AVE Year Uses Source 2003 SANCHEZSylvia Haines & Company SANCHEZJuan Haines & Company 1985 CAUSTRITA SANTANA Pacific Bell 3874244-5 Page 20 FINDINGS Y.0 Lr Uses Source 1980 CAUSTRITA SANTANA MILLBURY AVE Pacific Telephone BALDWIN PARK 3774 MILLBURY AVE Year Source 2008 PRO IMPRINT Cole Information Services 2003 OSHAPEN Maria Haines & Company FLORES Ascendon Haines & Company 1995 FLORESASCENCION Pacific Bell Flores Ascencion Pacific Bell 1985 FLORES JOSEFINA Pacific Bell 3780 MILLBURY."E Year Uses Eau= 2003 0 VELASCO Manuel Haines & Company 1995 Fogelman Chas Pacific MI FOGELMAN CHAS Pacific Bell 1985 FOGEMAN CHAS Pacific Bell 1980 GRAGG JAS R MILLBURY AVE BALDWIN Pacific Telephone PARK 1975 GRAGG JAS R Pacific Telephone 3783 MILLBURY AVE YAM Uses Source 2003 BURNETT Carl Max Haines & Company 1995 BURNETT CARLMAX Pacific Bell Burrett Carl Max Pacific Bell 1985 BURNETT CARL MAX Pacific Bell 1980 BURNETT CARL MAX MILLBURY AVE Pacific Telephone BALDWIN PARK 1975 BURNETT CARL MAX Pacific Telephone 3786 MILLBURY AVE Year Uses Source 2003 OLOPEZ Rodrigo Haines & Company 1995 PALOS CORTEZ MARIA Y Pacific Bell PALOS MARTHA ISABEL Pacific Bell Palos Cortez Maria Y Pacific Bell Palos Martha Isabel Pacific Bell 1975 COLYN LYLE E Pacific Telephone 1966 BOURGAIZE EDITH A Pacific Telephone 3874244-5 Page 21 FINDINGS 3791 MILLBURY AVE Year Uses Source 2003 ALLEN John Haines & Company 1995 AIIENJOHND Pacific Bell 1957 Allen John D Pacific Bell 1985 ALLEN JOHN D Pacific Bell 1980 ALLEN JOHN D MILLBURY AVE BALDWIN Pacific Telephone SINDELAR ALBERT F PARK 1960 1975 ALLEN JOHN D Pacific Telephone N BIG DALTON AVE 3715 N BIG DALTON AVE Year uses SQA 1966 13AILEY AGNES MRS Pacific Telephone 1960 BAILEY AGNES MRS Pacific Telephone 1957 BAILEY AGNES MRS Pacific Telephone 3716 N BIG DALTON AVE Year Uses 1966 SINDELAR ALBERT F Pacific Telephone 1960 SINDELAR ALBERT F Pacific Telephone 1957 SINDELAR ALBERT F Pacific Telephone 3717 N BIG DALTON AVE ymax Y= g 1966 NATELBORG MARSHALL N Pacific Telephone 1960 NATELBORG MARSHALL N Pacific Telephone NALELBORG MARSHALL N Pacific Telephone 1957 TROMBLEY HAROLD R Pacific Telephone 3719 N BIG DALTON AVE ME Uses source 1966 CHRISTENSEN SCHOU Pacific Telephone 1960 MISKOFSKI MAJK Pacific Telephone 1957 MISKOFSKI MAJK Pacific Telephone 372.2 N BIG DALTON AVE Year yma Source 1966 LOUGHRAN ANNA T MRS Pacific Telephone 1960 LOUGHRAN ANNA T MRS Pacific Telephone 3874244-5 Page 22 FINDINGS . Year Uses Source 1957 LOUGHRAN ANNA T MRS Pacific Telephone 3725 N BIG DALTON AVE Year Uses Sourc 1966 HENDERSON IRVIN L Pacific Telephone 1957 HENDERSON IRVIN L Pacific Telephone 3728 N BIG DALTON AVE Year Uses Sourace 1966 LONGEVAY LAWRENCE Pacific Telephone 1960 LAWSON MARY Pacific Telephone 1957 SAXTON CLIFFORD E REV Pacific Telephone 3729 N BIG DALTON AVE Year so + 1960 SKACHENKO AARON Pacific Telephone 1950 BOONE LEVI L Pacific Telephone BOONE LEVI L Pacific Telephone 3735 N BIG DALTON AVE Year M41U source 1960 MASON JACK I Pacific Telephone 1957 MASON JACK I Pacific Telephone 1950 MASON JACK I Pacific Telephone MASON JACK I Pacific Telephone 3751 N BIG DALTON AVE Yom[ uses Source 1966 HOIKA PETER H Pacific Telephone 7960 SILVAS JACK E Pacific Telephone 1957 CHRISTENSON A C Pacific Telephone 3760 N BIG DALTON AVE Year ysm source 1966 ELLIOTT DAVID Pacific Telephone 1960 ELLIOTT DAVID Pacific Telephone 1957 ELLIOTT DAVID Pacific Telephone 3766 N BIG DALTON AVE Y&[ Uses source 1966 SCHNURR WM C Pacific Telephone 38742445 Page 23 FINDINGS aw Uses Soarc 1960 SCHNURR WM C Pacific Telephone 3802 N BIG DALTON AVE YAM uses Source 1966 RUIZ WALTER Pacific Telephone 1960 SEARIGHT RICHARD Pacfic Telephone 1957 HENNESSY LILLIAN M Pacific Telephone 3803 N BIG DALTON AVE .mf Uses Source 1966 FORD CLYDE A Pacific Telephone 1960 FORD CLYDE A Pacific Telephone 1957 FORD CLYDE A Pacific Telephone 3808 N BIG DALTON AVE Year Mm Sour 1966 LYTLE LELLA G Pacific Telephone 1960 LYTLE LEILA G Pacific Telephone 1957 LYTLE LEILA G Pacific Telephone 3809 N BIG DALTON AVE YAC uses Source 1966 HANSON CARLYLE Pacific Telephone 1960 AMANN EARL R Pacific Telephone 1957 AMANN EARL R Pacific Telephone 3815 N BIG DALTON AVE Ym-r Uses Sam 1966 REED LYNN S Pacific Telephone 1960 LEWIS DONALD J Pacific Telephone 1957 LEWIS DONALD J Pacfic Telephone 3818 N BIG DALTON AVE Year Use, ce 1966 WILLIAMS EARL Pacific Telephone 1960 WILLIAMS EARL Pacific Telephone 3819 N BIG DALTON AVE Ymr L&RI isouroo 1966 EICHSTEDT CHAS W Pacific Telephone 1960 EICHSTEDT CHAS W Pacific Telephone 3874.244-5 Page 24 FINDINGS Year Uses Source 1957 EICHSTEDT CHAS W Pacific Telephone 3824 N BIG DALTON AVE Year Uses Source 1960 SOUTHWICK JAS A Pacific Telephone 1957 SOUTHWICK JAS A Pacific Telephone 3825 N BIG DALTON AVE Year Uses spurce 1966 BEGHTEL CHAS A Pacific Telephone 3828 N BIG DALTON AVE Year Uses Source 1966 WILLIAMS LESLIE E Pacific Telephone 1560 WILLIAMS LESLIE E Pacific Telephone 1957 WILLIAMS LESLIE E Pacific Telephone 3831 N BIG DALTON AVE Year ,I&= Source 1966 TRIFILETTI JOHN Pacific Telephone 1957 SMITH VIOLET L MRS Pacific Telephone 3834 N BIG DALTON AVE Y-qp—r Uses Source 1966 CROWTHER DONALD A Pacific Telephone 1957 CROWTHER DONALD A Pacific Telephone 3835 N BIG DALTON AVE Year use g 1966 SHERMAN RAYMOND Pacific Telephone 1960 WHITE LEONA R Pacific Telephone 1957 WHITE LEONA R Pacific Telephone 384.0 N BIG DALTON AVE Ymr Uses Source 1966 CORNELIUS CLIFFORD T Pacific Telephone 1960 CORNELIUS CLIFFORD T Pacific Telephone 1957 CORNELIUS CLIFFORD T Pacific Telephone 3874244-5 Page 25 FINDINGS 3841 N BIG DALTON AVE Year uses Sourc 1966 WESTER WALTER J Pacific Telephone N MILLBURY AVE 3700 N MILLBURY AVE Year YAM Source 1960 EVERMAN WILMA V Pacific Telephone 3703 N MILLBURY AVE Pacific Telephone Year Mm ,urce 1960 BROWN DOROTHEA D Pacific Telephone 1957 BROWN DOROTHEA D Pacific Telephone 3706 N MILLBURY AVE Pacific Telephone Ym[ rr 1960 HILARIOEPIFANIO Pacific Telephone 3709 N MILLBURY AVE Pacific Telephone Year Uses Source 1960 LAMKIN KATHLYN F Pacific Telephone 1957 LAMKIN R B Pacific Telephone 3715 N MILLBURY AVE Year YAM Source 1966 MACHINSKI EDW Pacific Telephone 1957 MACHINSKI EDW Pacific Telephone 3718 N MILLBURY AVE Year Uses Source 1960 KENMIR PERCY Pacific Telephone 1957 KENMIR PERCY Pacific Telephone 3724 N MILLBURY AVE Year Uses Source 1960 SWIFT FRED C Pacific Telephone 1957 SWIFT FRED C Pacific Telephone 3725 N MILLBURY AVE Year Uses Source 1966 DENGLER NICHOLAS H Pacific Telephone 3874244-5 Page 26 FINDINGS Year V -WA source 1960 DENGLER NICHOLAS H Pacific Telephone 1957 DENGLER NICHOLAS H Pacific Telephone 3730 N MILLBURY AVE Year Uses sSource 1966 DENTON BENJ O Pacific Telephone 1960 DENTON BENJ O Pacific Telephone 1957 DENTON BEND O Pacific Telephone 3731 N MILLBURY AVE Year Lh= 1966 NIGHTWINE W E Pacific Telephone 1960 NIGHTWINE W E Pacific Telephone 1557 NIGHTWINE W E Pacific Telephone 3736 N MILLBURY AVE Year Uses 1966 CARTER OLIN W Pacific Telephone 1960 CARTER OLIN W Pacific Telephone 1957 CARTER OLIN W Pacific Telephone 3737 N MILLBURY AVE Year Uses so 1966 GALLENTINE E J Pacific Telephone 1960 GALLENTINE E J BALDWIN PARK Pacific Telephone 1957 GALLENTINE E J Pacific Telephone 3746 N MILLBURY AVE Year Uses Source 1960 MERRITT GERALDINE Pacific Telephone 1957 MERRITT HOWARD D Pacific Telephone 3747 N MILLBURY AVE Year Uses ource 1957 VITTILLO CARMEN S Pacific Telephone 3752 N MILLBURY AVE Year Ili Source 1966 BURT RICHARD Pacific Telephone 1960 BURT RICHARD Pacific Telephone 1957 BURT RICHARD Pacific Telephone 3874244-5 Page 27 FINDINGS 3758 N MILLBURY AVE Par Uses &urce 1960 BOWEN JACK Pacific Telephone 1957 BOWEN JACK Pacific Telephone 3762 N MILLBURY AVE Wil: M= Source 1966 MURRIETA CESAREA R Pacific Telephone 1960 MURRIETA TONY Pacific Telephone 1957 MURRIETA TONY Pacific Telephone 3768 N MILLBURY AVE Ym[ Uses Saum 1960 BREWSTER HERBERT C Pacific Telephone 1957 BREWSTER HERBERT C Pacific Telephone 3774 N MILLBURY AVE ear ME= Source 1957 MILLER JOHN S Pacific Telephone 3784 N MILLBURY AVE Year Uses Source 1960 WRIGHT WARN ETTA Pacific Telephone 1957 SLIELL LARRY E Pacific Telephone 3783 N MILLBURY AVE Year AO sorlrCe 1966 BURNETT CARL MAX Pacific Telephone 1960 BURNETT CARL MAX Pacific Telephone 1957 CHILSON CLIFFORD C Pacific Telephone 3791 N MILLBURY AVE Year disk sp=e 1966 ALLEN JOHN D Pacific Telephone 1960 ALLEN JOHN D Pacific Telephone 1957 DOWLER MERLE E Pacific Telephone N PUENTE AVE 3618 N PUENTE AVE Year Uses Siourice 1960 LANGLEY ERVIN E Pacific Telephone 3874244-5 Page 28 FINDINGS 3630 N PUENTE AVE Year uses SgUMe 1966 BECK VERA B Pacific Telephone 14864 PACIFIC ALY Year um saurce 1966 SMITH WALTER L Pacific Telephone 1960 SMITH WALTER L Pacific Telephone 14914 PACIFIC.ALY Year Uses so 1966 ANTHONY BARBER SHOP Pacific Telephone PACIFIC AVE 14709 PACIFIC AVE Year Uses SCUM 1950 COPLEY RUSSELL D R Pacific Telephone 94712 PACIFIC AVE Yui Uses SoLrce 2003 GLAZER Floddalma Haines & Company 1975 ALEXANDER GOLDIE M Pacific Telephone 94712 112 PACIFIC AVE Y= " Source 1995 :PENAROBERTO Pacific Bell 14718 PACIFIC AVE Year uses Source 2003 PELCZYNSK Pat R Haines & Company 1995 PELCZYNSKI PAT R Pacific Bell Pelentay Paul & Lori a Pacific Bell Pelentay M Pacific Bell Pelentay A Pacific Bell Pelczynski Pat R Pacific Bell 1985 PELCZYNSKI PAT R Pacific Bell 1980 PELCZYNSKI PAT R PACIFIC AVE Pacific Telephone BALDWIN PARK 7975 GRIFFIN RUBY M Pacific Telephone 3874244-5 Page 29 FINDINGS 14724 PACIFIC AVE year &urce 2003 FLORESJose Haines & Company FEREGRINO Adrian Baines & Company 1995 GOMEZ CARMEN Pacific Bell Gomez Carmen M Pacific Bell Gomez Carmen Pacific Bell 14728 PACIFIC AVE Y= !V= Source 2003 PINTO Leroy Haines & Company 1975 MYERS THOMAS E Pacific Telephone 14738 PACIFIC AVE Year Uses Source 2008 TIME FOR A CURE CORP Cale Irfiormadon Services 2003 BEE�1. ERR Matilda Haines & Company 1980 MACHLEIT CHRISTINE PACIFIC AVE Pacific Telephone BALDWIN PARK BEELER MATILDA PACIFIC AVE BALDWIN Pacific Telephone PARK R V HORIZONS PACIFIC AVE BALDWIN Pacific Telephone PARK 1975 BUNKER DAN Pacific Telephone 14801 PACIFIC AVE Year LN92 Source 2008 HOLLAND THOMAS FLEMING Cole Infomatlon Services VERONICA RAYGOZA Cole Information Services SCHIRO & ASSOCIATES Cole Information Services HOLLAND THOMAS FLEMING Cole information Services VERONICA RAYGOZA Cole Information Services SCHIRO & ASSOCIATES Cole Information Services 1995 ZAMEL JACK Pacific Bell SCHMADERER DOUGLAS Pacific Bell MC QUEENEYDAVE Pacific Bell JACKSON ROBT F Pacific Bell CRUZ JOSE A Pacific Bell Zamel M Cav Pacific Bell Zamel Jack Pacific Bell SERAFIN ANAN L Pacific Bell 3874244-5 Page 30 FINDINGS Year Uses Source 1995 Cachrane Steve Pacific Bell Jackson Robt F Pacific Bell Schmaderer Douglas Pacific Bell Schmaeter Norbert & Rita Pacific Bell Schmahl J Gov Pacific Bell 1985 GALLARDO JOE Pacific Bell YANEZ JOSE Pacific Bell MC QUEENEY DAVE Pacific Bell LUIS EDW JR Pacific Bell JACKSON ROBT F Pacific Bell HOPPER ANNETTE Pacific Bell GILLESPIE RANDALL Pacific Bell FE1TH ROBT & CHRISTINE Pacific Bell FEITH JOHN Pacific Bell ANDERSON DONALD Pacific Bell AMAYA DEBORAH M Pacific Bell 1980 BALDWIN PARK SEVENTH -DAY Pacific Telephone ADVENTIST CHURCH PACIFIC AVE BALDWIN PARK 1973 PACIFIC AVENUE BAPTIST CHURCH Pacific Telephone 14802 PACIFIC AVE year Uses _source 1954 SCHOCKOC R R. L. Polk & Co. 1930 SCHOCKOC R Pacific Telephone 14803 PACIFIC AVE Year L&M soume 1950 ARMOUR CHAS J R Pacific Telephone 14814 PACIFIC AVE Year Uses 29urce 1950 PALMER MARY M R Pacific Telephone 14819 PACIFIC AVE Year ,m£4 sourc 1950 FORNEAR FRANKLIN H R Pacific Telephone 14842 PACIFIC AVE QCs ISQurce 2003 VERA Ismael Haines & Company 3874244-5 Page 31 FINDINGS 14845 PACIFIC AVE Year Uses Source 2003 X)= Haines & Company 1985 CHASE FRANK & REBECCA Pacific Bell 14848 PACIFIC AVE Aff YAM Source 2003 VALDEZ Pedro Haines & Company 1985 MUELLER R H Pacific Bell 1980 DARNER JAS E PACIFIC AVE BALDWIN Pacific Telephone PARK 1975 DARNER JAS E Pacific Telephone 14850 PACIFIC AVE YME Uses Source 1980 MUELLER R H PACIFIC AVE BALDWIN Pacific Telephone PARK 14852 PACIFIC AVE YUL Ugh Soup= 1983 BUTLER J Pacific Bell 1980 BUTLER J PACIFIC AVE BALDWIN PARK Pacific Telephone 1975 BUTLER J Pecific Telephone 14855 PACIFIC AVE Year Uses Source 2013 TRUE JESUS CHURCH IN SOUTHERN Cole Information Services CALIFO TRUE JESUS CHURCH IN SOUTHERN Cole Information Servkes CALIFO 2008 TRUE JESUS CHURCH IN SOUTHERN Cole Information Services CALIFO TRUE JESUS CHURCH IN SOUTHERN Cole Information Services CALIFO 2003 TRUEJESUSCHURCH Haines & Company OFSOCA Haines & Company 1995 LUTHERAN CHURCHES Pacific Bell LIVING WORD CHURCH SAN GABRIEL Pacific Bell ASCENSION LUTHERAN CHURCH Pacific Bell LUTHERAN SOCIAL SERVICES Pacific Bell Lutheran Social Services Pacific Bell Living Word Church San Gabriel Pacific Bell 1985 DE GOLORES DAY CARE CENTER Pacific Bell 3874244-5 Page 32 FINDINGS Year Uses Source 1985 CHAPEL OF THE LIVING WORD OF SAN Pacific Bell GABRIEL VALLEY 1980 PARENTS & YOUTH COMMUNICATION Pacific Telephone COMMITTEE PACIFIC AVE BALDWIN PARK COMMUNITY SERVICE ORGANIZATION Pacific Telephone CONSUMER AFFAIRS PACIFIC AVE BALDWIN PARK COMMUNITY SERVICE ORGANIZATION Pacific Telephone CONSUMER AFFAIRS PACIFIC AVE BALDWIN PARK COMMUNITY SERVICE ORGANIZATION Pacific Telephone CONSUMER AFFAIRS PACIFIC AVE BALDWIN PARK COMMUNITY SERVICE ORGANIZATION Pacific Telephone CONSUMER AFFAIRS PACIFIC AVE BALDWIN PARK CHAPEL OF THE LIVING WORD OF SAN Pacific Telephone GABRIEL VALLEY PACIFIC AVE BALDWIN PARK BALDWIN PARK PARENTS & YOUTH Pacific Telephone COMMUNICATION COMMITTEE PACIFIC AVE BALDWIN P 14856 PACIFIC AVE Year Uses Source 2003 MENDO7AManuel Haines & Company 14864 PACIFIC AVE Year Uses Source 2008 ORTIZ ISAIAS & SUSAN Cole Information Services 1995 Rodriguez Silvia Pacific Bell RODRIGUEZ SILVIA Pacific Bell 1985 CEFALIA Pacific Bell 14874 PACIFIC AVE YAW MA Somme 2003 TORGA Maria Haines & Company 14878 PACIFIC AVE Year Uses Source 19995 LAMAS LLLIANA Pacific Bell 14881 PACIFIC AVE YM Uses s7aUMe 1995 Serafin Anan L Pacific Bell 3874244-5 Page 33 FINDINGS" 14908 PACIFIC AVE AVENUE Year Uses Source 1957 VAVRUSKA F J Pacific Telephone 1950 VAVRUSKA F J R Pacific Telephone 14914 PACIFIC AVE MC QUEENEYDAVE Aff Uses Source 1980 SUBMARINE EXPRESS PACIFIC AVE Pacific Telephone Pacific Bell BALDWIN PARK ZAMEL JACK Pacific Bell SIR RICHARD S HAIR CUTTING PACIFIC Pacific Telephone Pacific Bell AVE BALDWIN PARK SERAFIN ANAN L Pacific Bell HI -HO MARKET & LIQUOR PACIFIC AVE Paclfic Telephone Pacific Bell BALDWIN PARK Cachrane Steve 14921 PACIFIC AVE Y= Jum Source 1984 CAMPOS JESUS PACIFIC AVE BALDWIN Pacific Telephone PARK PACIFIC AVENUE Client Entered 14801 PACIFIC AVENUE Year Uses Source 1995 MC QUEENEYDAVE Pacific Bell CRUZ JOSE A Pacific Bell SCHMADERER DOUGLAS Pacific Bell ZAMEL JACK Pacific Bell JACKSON ROBT F Pacific Bell SERAFIN ANAN L Pacific Bell Jackson Robt F Pacific Bell Cachrane Steve Pacific Bell Schmaderer Douglas Pacific Bell Schmaeter Norbert & Rita Pacific Bell Sehmahl J Cov Pacific Sell Zamel Jack Pacific Bell Zamei M Cav Pacific Bell 1985 AMAYA DEBORAH M Pacific Bell ANDERSON DONALD Pacific Bell JACKSON ROBT F Pacific Bell HOPPER ANNETTE Pe ifrc Bell FEITH JOHN Pacific Bell FEITH ROBT & CHRISTINE Pacific Bell 3874244-5 Page 34 FINDINGS Year Uses jource 1985 GILLESPIE RANDALL Pacific Bell 1995 GALLARDO JOE Pacific Bell LUIS EDW JR Pacific Bell MC QUEENEY DAVE Pacific Bell YANEZ JOSE Pacific Bell 9880 BALDWIN PARK SEVENTH -DAY Pacific Telephone ADVENTIST CHURCH PACIFIC AVE Pacific Bell 1985 BALDWIN PARK Pacific Bell 1975 PACIFIC AVENUE BAPTIST CHURCH Pacific Telephone 14855 PACIFIC AVENUE Client Entered YM Uses 2003 TRUEJESUSCHURCH Haines & Company OFSOCA Haines & Company 1995 LIVING WORD CHURCH SAN GABRIEL Pacific Bell LUTHERAN CHURCHES Pacific Bell LUTHERAN SOCIAL SERVICES Pacific Bell ASCENSION LUTHERAN CHURCH Pacific Bell Living Word Church San Gabriel Pacific Bell Lutheran Social Services Pacific Bell 1985 DE COLORES DAY CARE CENTER Pacific Bell CHAPEL OF THE LIVING WORD OF SAN Pacific Bell GABRIEL VALLEY 1980 CHAPEL OF THE LIVING WORD OF SANT Pacific Telephone GABRIEL VALLEY PACIFIC AVE BALDWIN PARK COMMUNITY SERVICE ORGANIZATION Pacific Telephone CONSUMER AFFAIRS PACIFIC AVE BALDWIN PARK COMMUNITY SERVICE ORGANIZATION Pacific Telephone CONSUMER AFFAIRS PACIFIC AVE BALDWIN PARK COMMUNITY SERVICE ORGANIZATION Pacific Telephone CONSUMER AFFAIRS PACIFIC AVE BALDWIN PARK COMMUNITY SERVICE ORGANIZATION Pacific Telephone CONSUMER AFFAIRS PACIFIC AVE BALDWIN PARK PARENTS & YOUTH COMMUNICATION Pacific Telephone COMMITTEE PACIFIC AVE BALDWIN PARK BALDWIN PARK PARENTS & YOUTH Pacific Telephone COMMUNICATION COMMITTEE PACIFIC AVE BALDWIN P 3874244-5 Page 35 PUENTE AVE 3649 PUENTE AVE Year uses 2003 GERARD John 2008 ROMERO Javier 1995 ROMERO RALPHAEL 3703 PUENTE Romero Ralphael 3650 PUENTE AVE Y"[ uses 2003 OTORSEY Brahim 3633 PUENTE AVE Year YM 2003 RANGELFortunato 3660 PUENTE AVE Year VIM 2013 GONZALEZ BROTHERS AUTO 2008 YOUSTINA VALERO 4574 2003 OPEDRAM Emanuel 1995 Ramirez Shell 3663 PUENTE AVE Year Lbal 2013 USA PETROLEUM 2008 USA PETROLEUM CORP 2003 USA PETROLEUM 3703 PUENTE AVE Year rr 2013 7ELEVEN 2008 7 ELEVEN 2003 SEVEN 11 FOOD 1995 7 ELEVEN FOOD STORES STORES VON HOIST & ASSOCIATES Von Hoist & Associates FINDINGS. Sourr� Haines & Company Haines & Company Pacific Bell Pacific Bell ,source Haines & Company Source Haines & Company Source Cole information Services Cole Information Services Haines & Company Pacific Bell sS4UM Cole Information Services Cole Information Services Haines & Company Source Cole Information Services Cole Information Services Haines & Company Pacific Bell Pacific Bell Pacific Bell 3874244-5 Page 36 FINDINGS 3706 PUENTEAVE Year Uses Source 2003 COIN OPERATED CAR Haines & Company 1995 Coin Operated Car Wash Pacific Bell 3715 PUENTE AVE year yses 2008 BALDWIN PROPERTIES LIMITED Cole Information Services 2003 APARTMENTS BALDWIN PRPRTY LTD Haines & Company CHAN Steven M Haines & Company FENG Jing Haines & Company HE Jiawen Haines & Company HSU Pei Chi Haines & Company OLESPERANCE M Haines & Company MU xao Haines & Company YEUNG Dickie Haines & Company MACABASCOAgilio Haines & Company D REYES Luz Haines & Company MARTINEZ Frank Haines & Company REOLATessa Haines & Company CHU Kenneth Haines & Company >0= Haines & Company MADER Barbar Haines & Company DELEON Aurora Haines & Company SLOPER William Haines & Company CARREON Belen Haines & Company 1995 Baldwin Properties Ltd Pacific Bell Liu Peng Pacific Bell Liu Peng Feng Pacific Bell Pacific Holding & Development Pacific Bell Parc Home inspection Service Inc Bradbry Pacific Bell Wang Wesley Pacific Bell Wang William Pacific Bell Wang William Pacific Bell Wang William Pacific Bell Wong Wm Pacific Bell Wang William Pacific Bell I_IUPENG Pacific Bei] 38742445 Page 37 FINQJNGS PUENTE ST 3615 PUENTE ST Year Um soume 1984 JIMENEZ CRUZ PUENTE ST BALDWIN Pacific Telephone PARK 1975 JIMENEZ LORI Pacific Telephone 3622 PUENTE ST Year Uses soum 1985 SLOVAK JEANNETTE Pacific Bell SLOVAK JEFF Pacific Bell 1980 SLOVAK JEANNETTA PUENTE ST Pacific Telephone BALDWIN PARK 1975 CASTANO JAIME Pacific Telephone 3627 PUENTE ST Year V= Source 1980 GRAFF DALE PUENTE ST BALDWIN PARK Pacific Telephone 1975 GRAFF DALE Pacific Telephone 3629 PUENTE ST Year U= Source 1980 KELLY EDW C PUENTE ST BALDWIN Pacific Telephone PARK 3630 PUENTE ST y Uses &QUM 1985 BODEMAN PAUL Pacific Bell 1980 BODEMAN PAUL PUENTE ST BALDWIN Pacific Telephone PARK 1975 BODEMAN PAUL Pacific Telephone 3636 PUENTE ST Year Uses 1980 JONES BARRY K PUENTE ST BALDWIN Pacific Telephone PARK 1975 TUTTLE GEO W Pacific Telephone 3644 PUENTE ST Year MM& Source 1985 SEAWRIGHT LEWIS Pacific Bell 1980 SEAWRIGHT LEWIS PUENTE ST Pacific Telephone BALDWIN PARK 3874244-5 Page 38 FINDINGS 3645 PUENTE ST Year Uses swree 1980 AMERI CAL BUILDERS INC PUENTE ST Pacific Telephone BALDWIN PARK 3975 ROELLE ROGER B Pacific Telephone 3649 PUENTE ST Year M � urce 1985 ROMERO RALPHAEL Paaflc Bell 3653 PUENTE ST Year Uses Source 1985 RANGEL FORTUNATO Pacific Bell 1980 RANGEL FORTUNATO PUENTE ST Pacific Telephone BALDWIN PARK 3660 PUENTE ST Year Uses Source 1985 RAM IREZ SHELL Pacific Bell 1980 HI -HO SHELL PUENTE ST BALDWIN PARK Pacific Telephone 3665 PUENTE ST YAM uses Source 1985 JARTRAN ALHAMBRA Pacific Bell SAMS AUTO SERVICE Pacific Bell 1980 CALIFORNIA TARGET ENTERPRISES Pacific Telephone PUENTE ST BALDWIN PARK 1975 DAN TER BUSH SERVICE Pacific Telephone 3705 PUENTE ST Year Uses ,$Qurce 1975 ELMERS ARCO SERVICE Pacific Telephone 3706 PUENTE ST Y!: Uses $2umg 3985 COIN OPERATED CAR WASH Paciflc Bell 1980 COIN OPERATED CAR WASH PUENTE ST Pacific Telephone BALDWIN PARK 1975 COIN OPERATED CAR WASH Pacific Telephone 38742445 Page 39 FINDINGS PACIFIC AVE 14721 S PACIFIC AVE Year uses Sourc 1950 LEWIS LAWRENCE LR Pacific Telephone 14820 S PACIFIC AVE Year mm so= 1954 HAMILTON ISABELLE H R. L. Polk & Co. 1950 HAMILTON OTIS R Pacific Telephone 14902 S PACIFIC AVE Year llca_e source 1950 FISK HELEN MR Pacific Telephone STOCKDALE ST 14714 STOCKDALE ST Year Uses Source 1975 BOHLER CARL R BALDWIN PARK Pacific Telephone 14724 STOCKDALE ST Aw Uses ce 1985 CANALES EDW M Pacific Bell CANALES JOHN Pacific Bell 1980 CANALES JOHN STOCKDALE ST Pacific Telephone BALDWIN PARK CANALES EDW M STOCKDALE ST Pacific Telephone BALDWIN PARK 1975 MAIMON I G Pacific Telephone 14738 STOCKDALE ST Yor Uses &Urrm 1980 LLOYD ETHEL STOCKDALE ST BALDWIN Pacific Telephone PARK 1975 FLORES JOSEFINA Pacific Telephone 14802 STOCKDALE ST Year Uses soum 1980 CONTRERAS DELFINO STOCKDALE ST Pacific Telephone BALDWIN PARK 1975 PRESCOTT TERRY L Pacific Telephone 38742445 Page 40 FINDINGS 14883 STOCKDALE ST Ypar Uses source 1985 SALDANA RAMIRO Pacific Bell 14887 STOCKDALE ST Pacific Bell Year r A99- Source 1980 MORfTZ RAYMOND STOCKDALE ST Pacific Telephone BALDWIN PARK Year 1975 MORITZ RAYMOND Pacific Telephone 14808 STOCKDALE ST AVELLAN FRANCISCO YAC Uses Source 1975 MATTINGLEY LYLE M Pacific Telephone 1+4813 STOCKDALE ST BALDWIN PARK Year Uses Source 1975 KEEVER LEROY W Pacific Telephone 14814 STOCKDALE ST Year Uses soerrce 1966 ALEXANDER WM B Pacific Telephone ALEXANDER FLORENCE J Pacific Telephone 14819 STOCKDALE ST ear uses SOULM 1966 REYNOLDS CAROLYN EM Pacific Telephone GENTRY ANNA M Pacific Telephone 14824 STOCKDALE ST Year Uses Source 1985 CHU HENRY Pacific Bell 1975 FETTERS FRED W Pacific Telephone 14825 STOCKDALE ST Year uses -Saurcg 1985 AVELLAN FRANCISCO Pacific Bell 1980 AVELIAN FRANCISCO STOCKDALE ST Pacific Telephone BALDWIN PARK 1975 LEE JOS R Pacific Telephone 3874244-5 Page 41 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 Reogarch Source 14833 Pacific Avenue 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1976, 1972, 1971, 1970, 1969,1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1p58, 1957, 1956, 1955, 1954,1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 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. 14709 PACIFIC AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 933,1932,1931,1930,1929,1928,1927,1926,1925,1924, 1923, 192'1, 1920 1933,1932.1931,1930,1929,1928,1927,1926,1925,1924 , 14712 112 PACIFIC AVE; 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, '1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969,1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14712 PACIFIC AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995,1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14714 STOCKDALE ST 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956,1955, 1954,1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940,1939, 1938,1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14718 PACIFIC AVE 2013, 2008, 2006, 2004, 2001, 2oao, 1999, 1996, 1992, 1991, 1990, 1986, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14721 S PACIFIC AVE; 2013, 2008, 2006, 2004, 2003, 2001, 2000,1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969,1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960,1958,1957,1956,1955,1954 . 1952, 1951, 1949, 948,1947,1946,1945,1944,1942,1940,1939,1938,1937, 1936, 1935, 1934, 1948,1947,1946,1945,1944,1942,1940,1939,1938,1937 , 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14724 PACIFIC AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981,1980t 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926,1925, 1924, 1923, 1921, 1920 14724 STOCKDALE ST 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954,'! 952, 1951, 1954, 1949, 1948, 1947, 1946, 194,5,1944, 1942, 1940,1939, 1938, 1937,1936, 1935,1934, 1933,1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 FINDINGS Address ReAearched Address Not ldentffled 14728 PACIFIC AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14738 PACIFIC AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14738 PACIFIC AVE 2013, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14738 STOCKDALE ST 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14801 PACIFIC AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1981, 1976, 1972, 1971, 1970, 1989, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14801 PACIFIC AVE 2013, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 196. 1958, 1957, 1956, 1955, 1954, 1952, '1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935,1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14801 PACIFIC AVE 2013, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14801 PACIFIC AVENUE 2013,2008,2006,2004,2003,2001,2000,1999,1996,1992,1991,19K 1986, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, '1927, 1926, 1925, 1924, 1923, 1921, 1920 14802 PACIFIC AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1952, 1951, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, -1934,1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14802 STOCKDALE ST 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14803 PACIFIC AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14803 STOCKDALE ST 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 FINDINGS Address Researched Address Ngj Identified 14807 STOCKDALE ST 2093, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14808 STOCKDALE ST 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972,1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963,1962,1961,1960,1958,1957,1956,1955,1954,1952 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931,1930, 1929, 1928,1927, 1926, 1925, 1924, 1923, 1921, 1920 14813 STOCKDALE ST 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999,1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 19&5, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948,1947,1946,1945,1944,1942,1940,1939,1938,1937 1936, 1935, 1934, 1933,1932,1931,1930,1929,1928,1927,1926,1925,1924 1923, 1921, 1920 14814 PACIFIC AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1!964,1963,1962,1961,1960,1958,1957,1956,1955,1954.1952,1951, 1949, 1948, 1947, 1946,1945, 1944, 1942,1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14814 STOCKDALE ST 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1549, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14818 E JEREMIE AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996,1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980,1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964,1963, 1962, 1961, 9958, 1957,1956, 1955, 1954,1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14818 JEREMIE ST 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981,1980, 1976, 1975, 1972,1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938,'!937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, '1926, 1925,1924, 1923, 1921, 1920 14818 JEREMIE ST 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14819 PACIFIC AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 19663 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1949, 1948, 1947, 1946, 1945, 1944, '1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14819 STOCKDALE ST 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928,1927, 1926, 1925, 1924, 1923, 1921, 1920 14820 S PACIFIC AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975,'1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, '1957, 1956, 1955, 1952, 1951, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940,1939, 1938, 1937, 1936. 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928,.1927,'1926, 1925, 1924, 1923, 1921, 1920 14822 E JEREMIE AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975,1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942,1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931,1930, 1929,1928,1927, 1926, 1925,1924, 1923,1921, 1920 FINDINGS AdgrMss Not Identified in Resgjr h Source 14822 JEREMIE ST 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1948, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14823 E JEREMIE AVE 2013, 2008, 2006, 2004, 2403, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14823 JEREMIE ST 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, '1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14824 STOCKDALE ST 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991,1990, 1986, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, '1926, 1925, 1924, 1923, 1921, 1920 14825 STOCKDALE ST 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981,1976, 1972, 1971, 1970, 1969, 1967, 1968, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14826 JEREMIE AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947,1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14826 JEREMIE ST 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1%5, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, '1954, 1952, '1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939,1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928,1927, 1926, 1925, 1924, 1923, 1921, 1920 14826 JEREMIE ST 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1987, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925,1924, 1923, 1921, 1920 14827 E JEREMIE AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1937, 1956, 1955,19-54,1952,1951,1950,1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937. 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14827 JEREMIE ST 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14830 CHEVALIER AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, '1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14831 E JEREMIE AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1960, 1958. 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 FINDINGS Address Researched Address Upt IdentifiedRazearch 14831 JEREMIE ST 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, ]944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14832 JEREMIE ST 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995,1992, 1991, 1990, 1986, 1985, 1981, 1980, J976,1975,1972,1971,1970,1969,1967,1966,1965,19('>4, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942,1940, 1939, 1938,1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14839 E JEREMIE AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, '1972, 1971, 1970, 1969, 1967, 1965, 1964, 963,1962,1961,1960,1958,1957,1956,1955,1954,9952, 1951, 1950, 1949, 1963,1962,1961,1960,1958,1957,1956,1955,1954,1952 , 1948,1947,1946,1945, 1944, 1942,1940, 1939,1938,1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14839 JEREMIE ST 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 7965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14840 JEREMIE ST 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, M5, 1992, 1991, 1990, 1986, 1985, 1981,1980, 1976, 1975, 1972, 1971, 1970, 1969,'!967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947,1946, 1945, 1944, 1942, 1940, 1939, 1938,1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14842 PACIFIC AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 199% 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, JW, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14845 PACIFIC AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14848 PACIFIC AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1976,1972,1971,1970,1969,1967,1966,1%5,1964,1963,1962,1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14850 JEREMIE AVE 20'13, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951,1950, 1949, 1948, 1947,1946, 1945,1944, 1942,1940, 1939, 1938,1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929,.1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14850 JEREMIE ST 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14850 PACIFIC AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14852 PACIFIC AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996,1995, 1992, 1991, 1990, 1986, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951,1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, '1935, 1934, 1933, 1932, 1931, 1930,1929, 1928, 1927, 1926,1925, 1924, 1923,1921, 1920 FINDINGS Address Researched Address 14855 PACIFIC AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1987, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14855 PACIFIC AVE 2006, 2004, 2003, 200'1, 2000, 1999, 1996, 1995, 1992, 1991, 1990, J986,1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964,1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931,'!930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14855 PACIFIC AVE 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936,1935, 1934,1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14855 PACIFIC AVENUE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14856 PACIFIC AVE 2013, 2008, 2006, 2004, 200'1, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972,1971, 1970, 1969,1967, 1966, 198,5, 1964, 1963, 1962, 1961, 1960, 1958, 1957,1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14864 PACIFIC ALY 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14864 PACIFIC AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, '1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946,1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14864 PACIFIC AVE 2013, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958; 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928,1927, 1926, 1925, 1924, 1923, 1921, 1920 14874 PACIFIC AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960,1958.1957,1956,1955,19r>4.1952,1951, *50,1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14878 PACIFIC AVE 2013, 2008, 2006, 2004, 20D3, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14881 PACIFIC AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 9960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 9 929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14890 JEREMIE AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 FINDINGS Address Researched Address Not ]dentified in Research Source 14890 JEREMIE ST 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955., 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14900 JEREMIE ST 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940,1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14902 S PACIFIC AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996,1995,1992, 1991, 1990, 1966, 1985, 1981, 1980, 1976, 1975,1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14908 PACIFIC AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970,1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1956, 1955, 1954, 1952, 1951, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926,1925, 1924, 1923, 1921, 1920, 14914 PACIFIC ALY 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999,1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944,1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, .1933, 1932, 1931, 1930, 1929,1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14914 PACIFIC AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14915 JEREMIE ST 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995,1992, 1991, 1990,1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14916 JEREMIE ST 2013, 2008, 2006, 2004, 2001, 2000,1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14918 JEREMIE ST 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1%5, 1964, 1963,1962,1961,1960,1958,1957,1956,1956,19r>4,1952,1951, 1950, 1949, 1948, 1947, 1946,1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931,1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14919 JEREMIE ST 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947,1946,1945,19". 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 14921 PACIFIC AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963,1962, 1961, 1960, 1958, 1957, 1956,1955, 1954, 1952, 1951, 1950, 1949, 1948,1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3615 PUENTE ST 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932,1931,1930, 1929, 1928,1927, 1926,1925,1924, 1923, 1921,1920 FINDINGS Researched,Addretia r 3618 N PUENTE AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3622 PUENTE ST 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3627 PUENTE ST 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, IM, 1961, 1960, 1958, 1957, 1956, 1955, 1934, 1952, 1951, 1950, 1949, '1948, 1947,1946,1945, 1944, 1942, 1940, 1939,1938, 1937,1936, 1935,1934,1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3629 PUENTE ST 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1994, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3630 N PUENTE AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, '1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3630 PUENTE ST 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999,1996, 1995, 1992, 1991, 1990, 1986, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3636 PUENTE ST 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1990, 1996, 1995, 9992, 1991, 1990, 1986, 1985, 1981, 1976, 1972, 1971, '1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956,1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 9945, 1944,194Z 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3644 PUENTE ST 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996,1995, 1992, 1991, 1990, 1986, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967,1966,1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3645 PUENTE ST 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3649 PUENTE AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3649 PUENTE ST 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3650 PUENTE AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, -1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 FINDINGS Address ftsearche Address Not Identified in Research 3653 PUENTE AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3653 PUENTE ST 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1976, 1975, 1972, 1971,1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1=,1931,1930,1929,1928,1927,1926,1925,1924,1923,1921,1920 3660 PUENTE AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3660 PUENTE. AVE 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3660 PUENTE ST 2013, 2008, 2006, 2004, 2003, 2001, 2000,1999,1996,1995, 1992,1991, 1990, 1986, 1981,1976, 1975, 1972,1971, 1970,1969, 1967,1966, 1965, 1964, 1963, 1962,1961,1960, 1958, 1957, 1956, 1955,1954, 1952,1951, 1950,1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3665 PUENTE AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985,1981,1980,1976,1975,1972,1971,1970,196% 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3665 PUENTE AVE 2006, 2004, 2003, 2001, 2000, 1999,1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951,1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3665 PUENTE ST 2013, 2008, 2006, 2D04, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1948, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3700 N MILLBURY AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1986, 1965, 1964, 1963, 1962, 1961, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3702 BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958,1957, 1956, 1955, 1954,1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927,1926, 1925,1924, 1923, 1921, 1920 3702 MILLBURY AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990,1986, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3703 BIG DALTON AVE 2073, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931,1930, 1929, 1928, 1927, 1926, 1925,1924, 1923,1921, 1920 FINDINGS Address Researched Address Not Identified in R4search Source 3703 MILLBURY AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, '1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3703 N MILLBURY AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1999, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970,1969,196-7,1966,1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3705 PUENTE AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1960, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 9961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940,1939, 1938, 1937,1936, 1935,1934, 1933, 1.932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3705 PUENTE AVE; 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3705 PUENTE ST 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3706 MILLBURY AVE 2013, 2008, 2005, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3706 N MILLBURY AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1958, 1957, 1956, 1955, 1954, 1952, 195'1, 1950, 1949, 1948, 1947, 1946, 1945, '1944, 1942, '1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932,1931, 193, 1929, 1928, 1927, 1926, 1925,1924, 1923, 1921, 1920 3706 PUENTE AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967,1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3706 PUENTE ST 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 199, 1986, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930,1929,1928,1927,1926,1925,1924,192;3,1921,1920 3709 MILLBURY AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3709 N MILLBURY AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 9999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3710 SIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936,1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 FINDINGS Address Researched Address Not Identified in Research Sourge 3712 MILLBURY AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3715 BIG DALTON AVE 2()13, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942,1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3715 MILLBURY AVE 2013, 2008, 2006, 2004, 2001, 2000,1999, 1996, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1958, 1957, 1956, 1955, 1954, 1952, 7951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926,1925, 1924, 1923, 1921, 1920 3715 N BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950,1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3715 N MILLBURY AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3715 PUENTE AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962,1961,1960,1958.1957,1956,1%5,1954,1952,1951,19K 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 192&, 1925, 1924, 1923, 1921, 1920 3715 PUENTE AVE 2013, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995,1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3716 N BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939,1938, 1937, 1936,1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926,1925, 1924, 1923, 1921, 1920 3717 BIG DALTON AVE 2013, 2008, 2006, 2004, 2001, 2000,1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1976, 1972,1971, 1970, 1969,1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942,1940, 1939,1938,1937, 1936, 1935,1934, 1933,1932,1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3717 N BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991,1990, 1986, 1985, 1961, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3718 MILLBURY AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948,1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3718 N MILLBURY AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931,1930, 1929,1928, 1927, 1926, 1925,1924, 1923, '1921, 1920 FINDINGS jw Address RQ§2grched Address Ngl Identified' 3719 BIG DALTN AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1956, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3719 BIG DALTON AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938,1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3719 9 1 G DALTON AVE 2013, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995,1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967,1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, M2,1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3719 MILLBURY AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972,1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937,1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3719 N BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 9958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936,1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3722 BIG DALTON AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999,1996, 1992,1991,1990, 1986,1981, 1976, 1972, 1973 , 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, '1937, 1936, 1935, '1934, 1933, 1932, 1931, 1939, 1929, 1928, 1927, 9926, 1925, 1924, 1923, 1921, 1920 3722 N BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3724 MILLBURY AVE 2013, 2008, 20D6,20043 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1976, 1975., 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1955, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945,1944,1942,1940,1939,1938,1937,19-36,1935,1934,1933,1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3724 N MILLBURY AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3725 BIG DALTON AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 193'1, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3725 MILLBURY AVE 2013, 2008, 2006, 2004, 2001, 2900, 1999, 19%, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1987, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936,1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927,1926, 1925, 1924, 1923, 1921, 1920 3725 N BIG DALTON AVE 2913, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975,1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946,1945, 1944, 1942,1940,1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 FINDINGS Address Researched Address Not Identifted in Research SoUrg& 3725 N MILLBURY AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 946,1945,1944,1942,1940,1939,1938,1937,1936,1935, 1934, 1933, 1932, 1946,1945,1944,1942,1940,1939,1938,1937,1936,1935 , 3730 N MILLBURY AVE 1931, 1930, 1929, 1928, 1927, '1926, 1925, 1924, 1923, 1921, 1920 3728 BIG DALTON AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 3731 MILLBURY AVE 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3728 N BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951,1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 3731 N MILLBURY AVE 1931, 1930, 1929, 1928, 1927, 1926,1925, 1924, 1923,1921, 1920 3729 BIG DALTN AVE 2013, 2008, 2006, 2044, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1951, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 3735 BIG DALTN AVE 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3729 BIG DALTON AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976,1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960,1958, 1957,1956, 1955, 1954, 1952, 1951, 1950, 1949,1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 3735 BIG DALTON. AVE 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3729 N BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3730 MILLBURY AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952,1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 9933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3730 N MILLBURY AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3731 MILLBURY AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 19W 1929,1928,1927,1926,192-5,1924,1923,1921,1920 3731 N MILLBURY AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 19513, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3735 BIG DALTN AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957,1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, '1924, 1923, 1921, 1920 3735 BIG DALTON. AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980,1976, 1975, 1972, 1971, 1970, 1959,1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946,19453 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931,1930, 1929, 1928,1927, 1926, 1925,1924, 1923, 1921, 1920 FINDINGS Researched, Address Not Identified On Research Source 3735 N BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3736 MILLBURY AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1981, 1976, 1972, 1971,1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952,1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939,'1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3736 N MILLBURY AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980,1976,1975,19-72,1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1946, 1947, 1946,1945,194-4,1942,1940,1939,1938,1937,1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3737 MILLBURY AVE 2013, 2008, 2006, 2004, 2001, 2000,1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3737 N MILLBURY AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1945, 1947, 1946, 1945, 1944, '1942, 1940, 1939,1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3741 MILLBURY AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3742 MILLBURY AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3746 MILLBURY AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1956, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3746 N MILLBURY AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 9951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3747 MILLBURY AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, '1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3747 N MILLBURY AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931,'1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3751 BIG DALTN AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 FINDINGS Address Reseilrched AdMress Not Identifiedin 3751 BIG DALTON AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1929, 1920 3751 N BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1959, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3752 MILLBURY AVE 2013, 2008, 2006, 2004, 2001, 2000,19N. 9996, 1992, 1991, 1990, 1986, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956,1955, 1954,1952, 1951, 1950, 1949,1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3752 N MILLBURY AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, '1980, 1976, 1975, 1972, 1971, 1970, '1969, 1967, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946,'!945, 1944,1942, 1940, 1939, 1938, 1937, 1936,1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, '1921, 1920 3758 MILLBURY AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, '1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1,965, 1964, 1963, 1962, 1961, 1960, 1958,1957, 1956, 1955,1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3758 N MILLBURY AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975,1972, 1971, 1970, 1969,1967, 1966, 1965, 1964, 1963, 1962, 1961, 9958, 1956,'1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3760 BIG DALTON AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, '1991, 1990, 1986, 1981, 1976, '1972, 1971, 1970, 1969,1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, '1957, 1956, 1955,1954,1952,1951,1950,1-949,1948,1947,1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3760 N BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3762 MILLBURY AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 9950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928,1927, 1926, 1925,1924, 1923, 1921,1920 3762 N MILLBURY AVE 20'13, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 19&4, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3766 BIG DALTON AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981,1980, 1976,1972, 1971,1970, 1969,1967, 1966, 1965, 1964, 1963, 1962, 1961, '1960, 1958,1957, 1956,1955, 1954,1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3766 N BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981,1980, 1976, 1975, 1972,1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945,1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930,1929, 1928,1927, 1926,1925,1924, 1923,1921, 1920 FINDINGS Address Researbed Address Not Identified in Research Source 3768 MILLBURY AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3768 N MILLBURY AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3774 MILLBURY AVE 2013, 2008, 2006, 2004, 2001, 2000,1999, 1996, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, '1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950; 1949, 1948, 1947, 1946,1945, 1944, 1942,1940, 1939,1938, 1937, 1936,1935, 1934, 1933,1932, 1931, 1930, 1929, 1928, 1927, 1928, 1925, 1924, 1923, 1921, 1920 3774 MILLBURY AVE 2013, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 193. 1929, 1928, 1927, 1926, 1925,1924, 1923, 1921, 1920 3774 N MILLBURY AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933,1932,1931,1930,1=,1928,1927,1926,1925,1924,1923,1921,1920 3780 MILLBURY AVE 2013, 2008, 2006, 2004, 2001, 2000,1999, 1996, 1992,'1991, 1990, 1986, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3780 N MILLBURY AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944,194Z 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3783 MILLBURY AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924,1923, 1921, 1920 3783 N MILLBURY AVE 2013, 2008, 2006, 2004, 2003, 2001; 2000, 1999, '1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970,1969, 1967, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3786 MILLBURY AVE 2013, 2008, 2006, 2004, 2001, 200. 1999, 1996, 1992, 1991, 9990, 1986, 1985, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, '195. 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3791 MILLBURYAVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 19813 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 19'54, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 194.1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 192'1, 1920 3791 N MILLBURY AVE 2013, 2008, 2006, 2004, 2003, 2001, 200. 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980; 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 FINDINGS Address Researched Address Not Identmfied in Refigarch Soum 3802 BEG DALTON AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 9995, 1992, 1991, 1990, 1986, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3802 N BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939,1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3803 DUNDRY AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1999, 1990, 1986, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947,1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932,1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3803 DUNDRY AVE 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992,1991, 1990,1986, 11985, 1981, 1980, 1976, 1975, 1972, 1971, 1970,1969, 1967,1966, 1965, 1964,1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3803 N BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 9992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3808 BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1%0, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3808 N BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3809 BIG DALTON AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999,1996, 1995, 1992, 1991, 1990, 1986, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3809 N BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975,1972, 197'1, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950,'1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 11923, 1921, 1920 3812 BIG DALTON AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3815 BIG DALTON AVE 2013, 2008, 2006, 2004, 2001, 2000,1999, 1996, 1995, 1992, 1991, 1990, 1966, 1981, 1980, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3815 DUNDRY AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 FINDINGS Address Not Identified in Research Source 3815 N BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1961, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 7920 3818 BIG DALTON AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1976, 1972, 1971, 1970, 1969, 1967, '1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3818 N BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946,1945,1944, 1942,1940,'1939, 1938,1937, 1936, 1935, 9934, 1933, 1932, 1931, 1930, 1929, 1928, 1927,1926, 1925, 1924,1923, 1921, 1920 3819 BIG DALTON AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 7929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3819 BIG DALTON AVE 2013, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928,1927, 1926, 1925, 1924, 1923, 1921, 1920 3819 N BIG [DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961. 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923,1921, 1920 3821 DUNDRYAVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 19a5,1981, 1980, 1976, 1975, 1972, 1971,1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3824 BIG DALTON AVE 2013, 2008,2006,200.4,2003,2001,2000,1999,1996-1995,1992,1991,1990, 1986, 1985, 1981, 1976,1972,1971,1970,1969,1967:1966,1965,1964,1963. 1962, 1961, 1960,1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927,1926, 1925, 1924, 1923, 1921, 1920 3824 N BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970,1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932$1931,1930,1929$1928,1927,1926,192,5,1924,1923,1921,1920 3825 BIG DALTON AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3825 DUNDRY AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3825 N BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975,'!972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957,1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948,1947,1946,1945,19", 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 FINDINGS Address Researched Address Net Identified in Research Source 3828 BIG DALTN AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3828 BIG DALTON AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1976,1972,1971,1970,1969,1967,1966,1965,1964,196:3, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930,1929,1928,1927,1926,1925,1924,192:3, 1921,1920 3828 N BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936,1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925,'!924, 1923, 1921, 1920 3831 BIG DALTON AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1964, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3831 BIG DALTON AVE 2013, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980,1976, 1975,1972,1971, 1970, 1969, 1967,1966, 1965,1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952,1951,1950, 1"9, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3831 DUNDRYAVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1992, 1991, 1990, 1986, 1981, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3831 N SIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1956, 1955, 1W. 1952,1951, 1950, IM, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3834 BIG DALTON AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938,1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3834 N BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947.1946,1945,1944,1942,1940$ 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3835 BIG DALTON AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 9995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3835 N BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1958, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936,1935, 1934, 1933, 1932, 1931,1930,1929,1928,1!a27,1926,1925.1924,1923,1921,1920 3840 BIG DALTON AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995,1992, 1991, 1990, 1986, 1981, 1976, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928,1927, 1926,192&, 1924,1923, 1921,1920 FINDINGS Address Researched Address Not Identified in Research SoLICU 3840 N BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1958,1956, 1955,1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928,1927, 1926, 1925, 1924, 1923, 1921, 1920 3841 BIG DALTON AVE 2013, 2008, 2006, 2004, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3841 BIG DALTON AVE 2013, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1999, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962,1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930; 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3841 N BIG DALTON AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1975, 1972, 1971, 1970, 1969, 1967, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950,1949, 1948, 1947, 1946, 1945, 1944, 1942,1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 3859 112 DUNDRY AVE 2013, 2008, 2006, 2004, 2003, 2001, 2000, 1999, 1996, 1995, 1992, 1991, 1990, 1986, 1985, 1981, 1980, 1976, 1972,1971, 1970, 1969, 1967, 1966, 1965, 1964, 1963, 1962, 1961, 1960, 1958, 1957, 1956, 1955, 1954, 1952, 1951, 1950, 1949, 1948, 1947, 1946, 1945, 1944, 1942, 1940, 1939, 1938, 1937, 1936, 1935, 1934, 1933, 1932, 1931, 1930, 1929, 1928, 1927, 1926, 1925, 1924, 1923, 1921, 1920 Appendix D: REGULATORY RECORDS 14833 Pacific Avenue 14833 Pacific Avenue Baldwin Park, CA 91706 Inquiry Number: 4001689,2s July 10, 2014 6 Armstrong Road, 4th floor Shelton, CT 06484 (rEDRO Environmental Data Resources Inc Toll Free: 840.352.0050 www.edmet,00m FCWM4-BFLA41 TABLE OF CONTENTS SECTION PAGE Executive Summary------------------------------------------------------- ES1 OverviewMap----------------------------------------------------------- 2 DetailMap-------------------------------------------------------------- 3 Map Findings Summary------------------------------------------------------ 4 MapFindings------------------------------------------------------------ s Orphan Summary--------------------------------------------------------- 72 Government Records Searched/Data Currency Tracking- - - - - - - - - - - - - - - - - - - - - - - - - - GRA GEOCHECK ADDENDUM GeoCheck - Not Requested 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 surroundingproperties 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 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 2014 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 Sanbom 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. TC4001689.2s Page 1 EXECUTNE SUMMARY 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 1.111004=&9 14833 PACIFIC AVENUE BALDWIN PARK, CA 91706 COORDINATES Latitude (North): 34.0810000 - 34'4'51.60" Longitude (West): 117.9535000 - 117' 57' 12.60" Universal Tranverse Mercator: Zone 11 UTM X (Meters): 412028.5 UTM Y (Meters): 3771352.8 Elevation. 373 ft above sea level USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY Target Property Map: 34117-A8 BALDWIN PARK, CA Most Recent Revision: 1981 AERIAL PHOTOGRAPHY IN THIS REPORT Portions of Photo from: 20120505 Source: USDA 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 Proposed NPL --------------- Proposed National Priority List Sites TC4001689.2s EXECUTNE SUMMARY 1 EXECUTNE SUMMARY NPL LIENS___________________ Federal Superfund Liens Federal Delisted NPL site list Delisted NPL ---------------- National Priority List Deletions Federal CERCUS list FEDERAL FACILITY ---------- Federal Facility Site Information listing Federal CERCLIS NFRAP site List CERC-N;FRAP---------------- CERCLIS No Further Remedial Action Planned Federal RCRA CORRACTS facilities list CORRACTS__________________ Corrective Action Report Federal RCRA non-CORRA CTS TSD facilities list RCRA TSDF_________________ RCRA- Treatment, Storage and Disposal Federal RCRA generators list RCRA-LQG------------------- RCRA - Large Quantity Generators RCRA-CESQG--------------- RCRA- Conditionally Exempt Small Quantity Generator Federal institutional controls /engineering controls registries 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 leaking storage tank lists SLIC_________________________ Statewide SLIC Cases 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 State and tribal voluntary cleanup sites VCP__________________________ Voluntary Cleanup Program Properties INDIAN VCP ------------------ Voluntary Cleanup Priority Listing TC4001689.2s EXECUTIVE SUMMARY 2 EXECUTIVE SUMMARY ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS---------- A Listing of Brownfiields Sites Local Lists of Landfill / Solld Waste Disposal Sites ODI-------------------------- Open Dump Inventory DEBRIS REGION 9 ----------- Torres Martinez Reservation Illegal Dump Site Locations WMUDSlSWAT--------------. Waste Management Unit Database SWRCY---------------------- Recycler Database HAULERS-------------------- Registered Waste Tire Haulers Listing INDIAN ODL----------------- 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 SPILLS 90-------------------. SPILLS 90 data from FirstSearch Other Ascertainable Records RCRA NonGen i NLR-------. RCRA - Non Generators! No Longer Regulated DOT OPS-------------------- Incident and Accident Data DOD------------------------- Department of Defense Sites FUDS------------------------ Formerly Used Defense Sites CONSENT------------------- Superfund (CERCLA) Consent Decrees UMTRA---------------------- Uranium Mill Tailings Sites US MINES-------------------- Mines Master Index File TRIS------------------------- Toxic Chemical Release Inventory System TSCA------------------------ Toxic Substances Control Act FITS------------------------- FIFRAITSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)1TSCA (Toxic Substances Control Act) HIST FTTS------------------- FIFRAlT'SCA Tracking System Administrative Case Listing SSTS------------------------, Section 7 Tracking Systems TC40M6892s EXECUTIVE SUMMARY 3 EXECUTIVE SUMMARY 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 Pian UIC--------------------------. UIC Listing NPDES----------------------. NPDES Permits Listing Cortese ------------------------ Cortese' Hazardous Waste & Substances Sites List CUPA Listings---------------- CUPA Resources List LA Co. Site Mitigation--------- Site Mitigation List DRYCLEANERS-------------. Cleaner Facilities LOS ANGELES CO. HMS---- HMS: Street Number 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 Drydeaners Listing Financial Assurance---------- Financial Assurance Information Listing PROC------------------------ Certified Processors Database EPA WATCH LIST ------------ EPA WATCH LIST 2020 COR ACTION----------. 2020 Corrective Action Program List LEAD SMELTERS ------------ Lead Smelter Sites US AIRS--------------------- Aerometric Information Retrieval System Facility Subsystem WDS------------------------- Waste Discharge System PRP-------------------------- Potentially Responsible Parties PCB TRANSFORMER-------- PCB Transformer Registration Database COAL ASH EPA -------------- Coal Combustion Residues Surface impoundments List MWMP----------------------- Medical Waste Management Program Listing COAL ASH DOE------------. Steam -Electric Plant Operation Data HWT------------------------- Registered Hazardous Waste Transporter Database HWP------------------------- EnviroStor Permitted Facilities Listing US FIN ASSUR--------------- Financial Assurance Information EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP-------------------- EDR Proprietary Manufactured Gas Plants 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. TC4001M9.2s EXECUTIVESUMMARY 4 EXECUTIVE SUMMARY 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. STANDARD ENVIRONMENTAL RECORDS Federal NPL Site list NPL: Also known as Superfund, the National Priority List database is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund program. The source of this database is the U.S. EPA. A review of the NPL list, as provided by EDR, and dated 10125/2013 has revealed that there is 1 NPL site within approximately 1 mile of the target property. Equal/Higher Elevation Address Direction 1 Distance Map ID Page SAN GABRIEL VALLEY (AREA 2) SUNSET & SAN BERNARDINO 0 - 118 (0.600 ml.) Federal CERCLIS list CERCLIS: The Comprehensive Environmental Response, Compensation and Liability Information System 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. A review of the CERCLIS list, as provided by EDR, and dated 1012512013 has revealed that there is 1 CERCLIS site within approximately 0.5 miles of the target property. Equal/Higher Elevation Address Direction 1 Distance Map ID Page SAN GABRIEL VALLEY (AREA 2) SUNSET & SAN BERNARD)NQ 0 - 1/8 (0.000 mi.) Federal RCRA generators list RCRA-SQG: RCRAlnfo 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 RCR/A SQG list, as provided by EDR, and dated 03/11/2014 has revealed that there is 1 TC40016892s EXECUTIVE SUMMARY 5 EXECUTIVE SUMMARY RCRA-SQG site within approximately 0.25 miles of the target property. Lower Elevation Address Direction 1 Distance Map 1D Page TESORO WEST COAST COMPANY LLC 3665 N PUENTE A VE 5 118 - 114 (0.138 mi) B8 44 Federal institutional controls / engineering controls registries US ENG CONTROLS: A listing of sites with engineering controls in place. A review of the US ENG CONTROLS list, as provided by EDR, and dated 1211712013 has revealed that there is 1 US ENG CONTROLS site within approximately 0.5 miles of the target property. EquaMigher Elevation SAN GABRIEL VALLEY (AREA 2) State- and tribal - equivalent CERCUS Address Direction 1 Distance Map ID Page SUNSET & SAN BERNARDINO 0 - 118 (0.000 mi.) 0 ENVIROSTOR: The Department of Toxic Substances Control's (DTSC's) Site Mitigation and Brownfieids Reuse Program's (SMBRP's) EnAroStor 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 ENVI ROSTOR list, as provided by EDR, and dated 06/05/2014 has revealed that there are 3 ENVIROSTOR sites within approximately 1 mile of the target property. EquallHigher Elevation BALDWIN PARK HIGH SCHOOL AUTO Status: Inactive - Action Required BALDWIN PARK (SAN GABRIEL VALL Status. Active LUCKY ONE-HOUR CLEANER Status: Refer: 1248 Local Agency Address Direction 1 Distance Map ID Page 3900 PUENTE AVE NE 114 -112 (0.236 mi.) 17 COVERS PORTIONS OFCM NW 112 - 1(0.553 mi.) 4138 N. MAINE A VE. NW 112 - 1(O.S94 mi.) State and tribal landffll andlor solid waste disposal site lists 24 25 SWFILF: The Solid Waste Facilities/Landfill Sites records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. The data come from the Integrated Waste Management Board's Solid Waste Information System (SWIS) database. A review of the SWF/LF list, as provided by EDR, and dated 05/19/2014 has revealed that there is 1 51 64 70 TC4001689.2s EXECUTIVE SUMMARY 6 EXECUTIVE SUMMARY SWFILF site within approximately 0.5 miles of the target property. Equal/Higher Elevation Address Direction 1 Distance Map ID Page BALDWIN PARK ROAD YARD 14747 E RAMONA BLVD N 114 - 112 (0.489 mi.) 623 62 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 05101/2014 has revealed that there are 7 LUST sites within approximately 0.5 miles of the target property. Equal/Higher Elevation Address Direction 1 Distance Map 10 Page 7-11 #19329 3705 PUENTE AVL SSE 1/8 - 114 (0.130 mi.) A4 36 Status: Completed - Case Closed SOUTHERN PACIFIC-BALDIMN PARK 3925 DEPOT ST NNW 114 -112 (0.440 mi.) 18 54 CITY OF BALDWIN PARK 14403 PACIFIC AVE E NW 114 - 112 (0.467 mi.) D20 56 Status: Completed - Case Closed LA CO DEPT OF PUBLIC WORKS 14747 RAMONA BLVD E N 114 -112 (0.489 mi.) E21 59 Status: Completed - Case Closed BALDWIN PARK ROAD YARD 14747 E RAMONA BLVD N 114 -112 (0.489 mi.) E23 62 Status: Completed - Case Closed Lower Elevation Address Direction 1 Distance Map 1D Page CALIFORNIA TARGET ENT #061 3665 PUENTE AVE S 1/8 - 114 (0.158 mi.) 86 39 Status: Completed - Case Closed RAMEREZ SHELL AUTO CARE 3660 N PUENTE AVE S 118 - 114 (0.162 ml.) 139 46 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 03/17/2014 has revealed that there are 2 UST sites within approximately 0.25 miles of the target property. Lower Elevation Address Direction I Distance Map ID Page USA GASOLINE STATION 4 328 3665 PUENTE AVE S 118 - 114 (0.158 mi.) B7 44 PETROMAX 3660 PUENTE AVE S 118 -114 (4.162 mi.) B11 49 TC4001689.2s EXECUTIVE SUMMARY 7 EXECUTIVE SUMMARY ADDITIONAL ENVIRONMENTAL RECORDS Local Lists of Hazardous waste / Contaminated Sites AOCONCERN: San Gabriel Valley areas where VOC contamination is at or above the MCL as designated by region 9 EPA office. A review of the AOCONCERN list, as provided by EDR, and dated 03/30/2009 has revealed that there is 1 AOCONCERN site within approximately 1 mile of the target property. Equal/Higher Elevation Address Direction 1 Distance Map ID Page SAN GABRIEL VALLEY 1 0 - 118 (0.000 mi.) 0 a 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 10/3111994 has revealed that there is 1 CA FID UST site within approximately 0.25 miles of the target property. EquaUHigher Elevation Address Direction 1 Distance Map ID Page THE SOUTHLAND CORP SS ?9329 3705 PUENTE AVE SSE118 -114 {0.130 m1.) A2 34 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 2 HIST UST sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction / Distance Map ID Page 7 -ELEVEN STORE 419329 (2132) 3705 PUENTE AVE SSE 118 - 114 (0.130 mi.) A3 35 Lower Elevation Address Direction 1 Distance Map ID Page SYLVAN JACQUES 3660 PUENTE AVE S 118 -114 (0.162 mi.) 812 50 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. Equal/Higher Elevation Address Direction 1 Distance Map ID Page THE SOUTHLAND CORP SS 19329 3705 PUENTEAVE SSE 118 - 114 (0,130 mi.) A2 34 Lower Elevation Address Direction 1 Distance Map ID Page CALIFORNIA TARGET ENT #061 3665 PUENTE AVE S 1/8 - 114 (0.158 mi.) S6 39 TC4001688.2s EXECUTIVE SUMMARY 8 EXECUTIVE SUMMARY Lower Elevation Address Direction I Distance Map ID Page RAMEREZ SHELL AUTO CARE 3660 N PUENTE AVE S 1/8 -114 (0.152 mi) B9 46 Other Ascertainable Record's ROD: Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical and health information to aid the cleanup. A review of the ROD list, as provided by EDR, and dated 11125!2013 has revealed that there is 1 ROD site within approximately 1 mile of the target property. EquallHigher Elevation Address Direction / Distance Map IID Page SAN GABRIEL VALLEY (AREA 2) SUNSET & SAN BERNARDINO 0 - 1/8 (0.000 mi.) 0 a HIST CORTESE: The sites for the list are designated by the State Water Resource Control Board [LUST], the Integrated Waste Board [SWFILS], 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 5 HIST CORTESE sites within approximately 0.5 miles of the target property. EquallHigher Elevation Address Direction / Distance Map ID Page 7-11 #19329 3705 PUENTI=AVE SSE 1/8 - 114 (0.130 mi.) A4 36 SOUTHERN PACIFIC-BALDMN PARK 3925 DEPOT ST NNW 114 - 112 (0.440 mi.) 18 54 BALDMN PARK TRANSIT CENTER PA 14403 EAST PACIFIC AVEN NW 114 - 1/2 (0.467 mi.) D19 55 LA CO DEPT OF PUBLIC WORK 14747 RAMONA N 1/4 -1/2 (0.489 mi.) E22 62 Lower Elevation Address Direction 1 Distance Map ID Page CALIFORNIA TARGET ENT #061 3663 PUENTE AVE S 118 - 114 (0.138 mi.) B6 39 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 is 1 Notify 65 site within approximately 1 mile of the target property. Equal/Higher Elevation Address Direction Jr Distance Map ID Page FORD SPEED PARTS SRC 4273 AUCTION AVE. N 1/2 -1 (0.662 mi.) 26 71 WIP: Well investigation Program case in the San Gabriel and San Fernando Valley area. A review of the WIP list, as provided by EDR, and dated 07/03/2009 has revealed that there are 4 WIP sites within approximately 0.25 miles of the target property. EquallHigher Elevation Address Direction 1 Distance Map ID Page ,-ALLOVER LOCK & SAFE 14922 PACIFIC AVE SSE 118 - 114 (0.181 mi.) 13 50 Facility Status: Historical TC4001689.2s EXECUTIVE SUMMARY 9 EXECUTIVE SUMMARY Equal/Higher Elevation Address Direction I Distance Map ID Page OCCUPANT 14937 PACIFIC AVE SE 118 - 114 (0.225 mi.) C14 50 Facility Status: Historical OCCUPANT 14944 PACIFIC AVE SE 118 - 114 (0.227 mi.) C16 51 Facility Status: Historical Lower Elevation Address Direction I Distance Map ID Page GAYLON FITE INSTALLATIONS 14801 PACIFIC AVE W 0 - 118 (0.070 mi.) 1 34 Facility Status: Historical EDA HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR US Hist Auto Stat: 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. A review of the EDR US Hist Auto Stat list, as provided by EDR, has revealed that there are 2 EDR US Hist Auto Stat sites within approximately 0.25 miles of the target property. Lower Elevation Address -Direction 1 Distance Map ID Page - Not reported 3665 PUENTE AVE S 118 - 114 (0.158 mi.) 135 39 Not reported 3660 PUENTE AVE S 118 - 114 (0.162 mi.) 1310 49 EDR US Hist 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. A review of the EDR US Hist Cleaners list, as provided by EDR, has revealed that there is 1 EDR US Hist Cleaners site within approximately 0.25 miles of the target property. Lower Elevation Address Direction I Distance Map ID Page Not reported 3727 STICHMAN AVE W 118 - 114 (0.226 ml.) 15 51 TC4001689.2s EXECUTIVE SUMMARY 10 EXECUTIVE SUMMARY Due to poor or inadequate address information, the following sites were not mapped. Count: 8 records. Site Name HAROLD E. SIMPSON COMPANY SO PACIFIC TRANSPORTATION SO PACIFIC TRANS CO B P YARD GOLDRING DUMP LANDFILL CACO PACIFIC CORPORATION CALIFORN [A TRANSPORTATION SO PACIFIC TRANSPORTATION SO PACIFIC TRANS CO 8 P YARD Database(s) SWFILF, LDS SWEEPS UST CA FID UST, SWEEPS UST SWFILF HAZNET RCRA-SQG LOS ANGELES CO. HMS LOS ANGELES CO. HMS TC4001689.2S EXECUTIVE SUMMARY 11 - _ -�- • c' arc ce ¢ �,ei r _ .. _ rr{r�i cr _. aw it r r rR � r ' s I[ T' r I! � ! � I a - 1J y is _ ireaRJ11 - !f e +r'' At - - Y 4 ( _• e 6 raCYs Y ; tic; r■ 11! Ce i { ('/� �4'�&' f�� � � ]' - 1b - i G - i--[3 L f J J C r - errLl - _,� 6 'Yleler Nr k syr. •�i d l:., �"�.4fr,.� i•-•'. W �` I -'rC ... i. - � r. rr 2. o ■■ c sn.� � ■■ Jq ll.' Ar 1. 'L--. Q2H f■a! F9 - L k. � � ` y[ -L• M [ ',Ca - l'!H m_+tlCY .i -. �.''i i`� LL r �►^ e{ r N 4 d C 1�ilrr +4'' -¢ Z"� s : - ■r( arr -17 - gam` are r Zr t ■r. [ 'ad - r rre - Y a� r •" a � j ! 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MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 1/8 118-1/4 114-1/2 1/2-1 > 1 Plotted STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL 1.000 1 0 0 0 NR 1 Proposed NPL 1.000 0 0 0 0 NR 0 NPL LIENS TP NR NR NR NR NR 0 Federal Delisted NPL site list Delisted NPL 1.000 0 0 0 0 NR 0 Federal CERCLIS list CERCLIS 0.500 1 0 0 NR NR 1 FEDERAL FACILITY 0.500 0 0 0 NR NR 0 Federal CERCLIS NFRAP site List CERC-NFRAP 0.500 0 0 0 NR NR 0 Federal RCRA CORRACTS facilities list CORRACTS 1.000 0 0 0 0 NR 0 Federal RCRA non-CORRACTS TSD facilities list RCRA TSDF 0.500 0 0 0 NR NR 0 Federal RCRA generators list RCRA-LQG 0.250 0 0 NR NR NR 0 RCRA-SQG 0.250 0 1 NR NR NR 1 RCRA-CESQG 0.250 0 0 NR NR NR 0 Federal institutional controls / engineering controls registries US ENG CONTROLS 0.500 1 0 0 NR NR 1 US INST CONTROL 0.500 0 0 0 NR NR 0 LUCIS 0.500 0 0 0 NR NR 0 Federal ERNS list ERNS TP NR NR NR NR NR 0 State- and tribal - equivalent NPL RESPONSE 1.000 0 0 0 0 NR 0 Stake- and tribal - equivalent CERCLIS ENVIROSTOR 1.000 0 0 1 2 NR 3 State and tribal landfill and/or solid waste disposal site lists SWF/LF 0.500 0 0 1 NR NR 1 State and tribal leaking storage tank ►fists LUST 0.500 0 3 4 NR NR 7 TC4401689.2s Page 4 MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 1/8 118-1/4 114-1/2 1/2-1 > 1 Plotted SLIC 0.500 0 0 0 NR NR 0 INDIAN LUST 0.500 0 0 0 NR NR 0 State and tribal registered storage tank lists UST 0.250 0 2 NR NR NR 2 AST 0.250 0 0 NR NR NR 0 INDIAN UST 0.250 0 0 NR NR NR 0 FEMA UST 0.250 0 0 NR NR NIS 0 State and tribal voluntary cleanup sites VCP 0.500 0 0 0 NR NR 0 INDIAN VCP 0.500 0 0 0 NR NR 0 ADDMONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS 0.500 0 0 0 NR NR 0 Local Lists of Landfill / Solld Waste Disposal Sites ODI 0.500 0 0 0 NR NR 0 DEBRIS REGION 9 0.500 0 0 0 NR NR 0 WMUDS/SWAT 0.500 0 0 0 NR NR 0 SWRCY 0.500 0 0 0 NR NR 0 HAULERS TP NR NR NR NR NR 0 INDIAN ODI 0.500 0 0 0 NR NR 0 Local Lists of Hazardous waste / Contaminated Sites US CDL TP NR NR NR NR NR 0 HIST Cal -Sites 1.000 0 0 0 0 NR 0 SCH 0.250 0 0 NR NR NR 0 Toxic Pits 1.000 0 0 0 0 NR 0 AOCONCERN 1.000- 1 0 0 0 NR 1 CDL TP NR NR NR NR NR 0 US HIST CDL TP NR NR NR NR NR 0 Local Lists of Registered Storage Tanks CA FID UST 0.250 0 1 NR NR NR 1 HIST UST 0.250 0 2 NR NR NR 2 SWEEPS UST 0.250 0 3 NR NR NR 3 Local Land Records LIENS 2 TP NR NR NR NR NR 0 LIENS TP NR NR NR NR NR 0 DEED 0.500 0 0 0 NR NR 0 Records of Emergency Release Reports HMIRS TP NR NR NR NR NR 0 CHMIRS TP NR NR NR NR NR 0 TC4001689.2s Page 5 MAP FINDINGS SUMMARY TC4001689.2s Page 6 Search Distance Target Total Database (Miles) Property < 118 118-1/4 1/4-1/2 1/2-1 > 1 Plotted LDS TP NR NR NR NR NR 0 MCS TP NR NR NR NR NR 0 SPILLS 90 TP NR NR NR NR NR 0 OtherAscertalnahle Records RCRA NonGen 1 NLR 0.250 0 0 NR NR NR 0 DOT OPS TP NR NR NR NR NR 0 DOD 1.000 0 0 0 0 NR 0 FUDS 1.000 0 0 0 0 NR 0 CONSENT 1.000 0 0 0 0 NR 0 ROD 1.000 1 0 0 0 NR 1 UMTRA 0.500 0 0 0 NR NR 0 US MINES 0.250 0 0 NR NR NR 0 TRIS TP NR NR NR NR NR 0 TSCA TP NR NR NR NR NR 0 FTTS TP NR NR NR NR NR 0 HIST 1=TTS TP NR NR NR NR NR 0 SSTS TP NR NR NR, NR NR 0 ICIS TP NR NR NR NR NR 0 PADS TP NR NR NR NR NR -0 MILTS TP NR NR NR NR NR 0 RADINFO TP NR NR NR NR NR 0 FINDS TP NR NR NR NR NR 0 RAATS TP NR NR NR NR NR 0 RMP TP NR NR NR NR NR 0 CA BOND EXP. PLAN 1.000 0 0 0 0 NR 0 UIC TP NR NR NR NR NR 0 NPDES TP NR NR NR NR NR 0 Cortese 0.500 0 0 0 NR NR 0 HIST CORTESE 0.500 0 2 3 NR NR 5 CUPA Listings 0.250 0 0 NR NR NR 0 Notify 65 1.000 0 0 0 1 NR 1 LA Co. Site Mitigation TP NR NR NR NR NR 0 DRYCLEANERS 0.250 0 0 NR NR NR 0 LOS ANGELES CO. HMS TP NR NR NR NR NR 0 WIP 0.250 1 3 NR NR NR 4 ENF TP NR NR NR NR NR 0 HAZNET TP NR NR NR NR NR 0 EMI TP NR NR NR NR NR 0 INDIAN RESERV 1.000 0 0 0 0 NR 0 SCRD DRYCLEANERS 0.500 0 0 0 NR NR 0 Financial Assurance TP NR NR NR NR NR 0 PROC 0.500 0 0 0 NR NR 0 EPA WATCH LIST TP NR NR NR NR NR 0 2020 COR ACTION 0.250 0 0 NR NR NR 0 LEAD SMELTERS TP NR NR NR NR NR 0 US AIRS TP NR NR NR NR NR 0 WDS TP NR NR NR NR NR 0 PRP TP NR NR NR NR NR 0 PGB TRANSFORMER TP NR NR NR NR NR 0 COAL ASH EPA 0.500 0 0 0 NR NR 0 TC4001689.2s Page 6 MAP FINDINGS SUMMARY EDP. HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP 1.000 EDR US Hist Auto Stat 0.250 EDR US Hist Cleaners 0.250 EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt Archives RGA LF TP RGA LUST TP NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database <118 Search 1l4-112 Distance Target Database (Miles) Property MWMP 0.250 COAL ASH DOE TP HWT 0.250 HW P 1.000 US FIN ASSUR TP EDP. HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP 1.000 EDR US Hist Auto Stat 0.250 EDR US Hist Cleaners 0.250 EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt Archives RGA LF TP RGA LUST TP NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database <118 118-114 1l4-112 1i2-1 >1 0 0 NR NR NR NR NR NR NR NR 0 0 NR NR NR 0 0 0 0 NR NR NR NR NR NR 0 0 0 0 NR 0 2 NR NR NR 0 1 NR NR NR Total Plotted 0 0 0 0 0 0 2 1 NR NR NR NR NR 0 NR NR NR NR NR 0 TC4001689.2s Page 7 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Areas of SAN GABRIEL VALLEY Concern < 118 1 ft. LOS ANGELES (County), CA AOCONCERN CCA0000001 NIA AOCONCERN: area where VOC contamination is at or above the MCL as designated by region 9 EPA office NPL SAN GABRIEL VALLEY (AREA 2) NPL 1000114961 Region SUNSET & SAN BERNARDINO FREEWAY CERCLIS CAD980818512 BALDVAN PARK, CA 91706 US ENG CONTROLS < 118 ROD 1 R, PRP NPL: EPA ID: CAD980818512 EPA Region: 09. Federal: N Final Date: 198405-08 00:00:00 Category Details: NPL Status. Currently on the Final NPL Category Description: Depth To Aquifer -<=10 Feet Category Value: 1 NPL Status: Currently on the Final NPL Category Description: Distance To Nearest Populations 0 And <= 114 Mile Category Value. 10 Site Details: Site Name: SAN GABRIEL VALLEY (AREA 2) Site Status: Final Site Zip: 91706 Site City. BALDWIN PARK Site State: CA Federal Site: No Site County: LOS ANGELES EPA Region: 09 Date Proposed: 09108/83 Date Deleted: Not reported Date Finalized: 05/08/84 Substance Details: NPL Status: Currently on the Final NPL Substance ID: Not reported Substance: Not reported CAS #: Not reported Pathway: Not reported Scoring: Not reported NPL Status: Currently on the Final NPL Substance ID: U210 Substance: TETRACHLOROETHENE CAS #: 127-1811 Pathway: GROUND WATER PATHWAY TC4001689.2s Page 8 Map ID Direction Distance Elevation Site SAN GABRIEL VALLEY (AREA 2) (Continued) Scoring: 2 MAP FINDINGS NPL Status: Currently on the Final NPL Substance ID: U211 Substance: CARBON TETRACHLORIDE CAS #: 56-23-5 Pathway: GROUND WATER PATHWAY Scoring: 4 NPL Status: Currently on the Final NPL Substance 1D: U228 Substance: TRICHLOROETHYLENE (TCE) CAS #: 79-01-6 Pathway: GROUND WATER PATHWAY Scoring: 2 Summary Details: EDR ID Number Database(s) EPA ID Number Conditions at listing September 1983): San Gabriel Valley Area 2) is a ground water plume that parallels the San Gabriel River to the west in the San Gabriel ground water basin in the Baldwin Park area of Los Angeles County, California. The plume is about 7.5 miles long and 1.5 miles wide. Ground water is contaminated with trichloroethylene TCE), perohloroethylene PCE), and carbon tetrachloride, according to analyses by State agencies and local water companies. Many public wells in 'the area exceed the EPA Suggested No Adverse Response Levels SNARL) for TCE and PCE. Approximately 100,000 people are affected. Cities and public water companies in the area have tested to ensure that their water supplies containless than 5 parts per billion ppb) of TCE, a level considered safe for human consumption. When alternative methods of reducing the TCE level below 5 ppb are not effective, wells are removed from service. Status June 1984): A supplemental sampling program of contaminated wells will begin soon to get a snapshot view of the degree of contamination. The State Department of Health Services and EPA are preparing to initiate a remedial investigation/ feasibility study to determine the aerial and vertical extent of contamination and to develop alternatives for treatment and management of the problem. EPA continues its investigation to identify sources of the contamination. This site, along with the threecther San Gabriel Valley sites, was added to the NPL in May 1984 because it involves a serious problem that required taking immediate remedial action. Site Status Details NPL Status: Final Proposed Date. 09/08/1983 Final Date: 0 510 81 1 98 4 Deleted Date: Not reported Narratives Details: NPL Name: SAN GABRIEL VALLEY (AREA 2) City: BALDWIN PARK State: CA CERCLIS: Site ID: 0902092 EPA ID: CAD980818512 Facility County: LOS ANGELES 1000114961 TC4001689.2s Page 9 Map ID Direction Distance Elevation S ite SAN GABRIEL VALLEY (AREA 2) (Continued) Short Name: Congressional District: IFMS 10: SMSA Number. USGC Hydro Unit Federal Facility: DMNSN Number: Site Orphan Flag: RCRA ID: USGS Quadrangle: Site Init By Prog: NFRAP Flag: Parent ID: RST Code: EPA Region: Classification: Site Settings Code: NPL Status: DMNSN Unit Code: RBRAC Code: RResp Fed Agency Code: Non NPL Status: Non NPL Status Date: Site Fips Code: CC Concurrence Date: CC Concurrence FY: Alias EPA ID: Site FUDS Flag: MAP FINDINGS SAN GABRIEL VALLEY (AREA 32 09M5 4480 98070106 Not a Federal Facility 12.25000 N Not reported Not reported Not reported Not reported Not reported Not reported 09 Groundwater SU Currently on the Final NPL SOMI Not reported Nat reported Not reported /1 06037 11 Not reported Not reported Not reported CERCLIS Ske Contact Name(s): Contact ID: 9000127.00000 Contact Name: Wayne Preskins Contact Tel: (415) 972-3181 Contact Title: Remedfal Project Manager (RPM) Contact Email: Not reported Contact ID: 13003854.00000 Contact Name: Leslie Ramirez Contact Tel: (415) 972-3978 Contact Title: Site Assessment Manager (SAM) Contact Email: Not reported Contact ID: 13003858.00000 Contact Name: Sharon Murray Contact Tel: (415) 972-4250 Contact Trfle: Site Assessment Manager (SAM) Contact Email., Not reported Contact ID: 13004003.00000 Contact Name: Carl Bridmer Contact Tel: Nat reported Contact Title: Site Assessment Manager (SAM) Contact Email: Not reported CERCLIS Site Alias Name(s): Alias ID: 101 EDR ID Number Database(s) EPA ID Number 1000114961 TC4001689.2s Page 10 Map ID MAP FINDINGS Direction Distance Elevation Site Database(s) SAN GABRIEL VALLEY (AREA 2) (Continued) Alias Name: BALDWIN PARK Alias Address: Not reported Not reported Alias ID: 102 Alias Name: SAN GABRIEL VALLEY (AREA 2) Alias Address: SUNSET & SN BERNARDINO FRWY BALDWIIN PARK, CA 91706 Alias ID: 103 Alias Name: SAN GABRIEL VALLEY (AREA 2) Alias Address: SUNSET & SAN BERNARDINO FREEWAY BALDWIN PARK AREA, CA 91706 Alias Comments: Not reported Site Description: Four areas of groundwater contamination are fisted on the National Priorities List: San Gabriel Valley Area 1, San Gabriel Valley Area 2, San Gabriel Valley 3, and San Gabriel Valley 4. The four areas represent a significant portion of the 170 square mile San Gabriel Valley in Los Angeles County, California. More than one million residents Ilve in the San Gabriel Valley alongside a variety of commercial and industrial operations. The San Gabriel Aquifer, which underlies most of the San Gabriel Valley Basin, stores an estimated three trillion gallons of water and is the primary source of water for most of the Basin?s residents. Major surface water features in the San Gabriel Valley include the San Gabriel River, tributaries to the San Gabriel River system, and spreading basins located in or adjacent to the river channels. The approximate location of the San Gabriel Valley Area 2 Site is west of highway 39, south of the San Gabriel Mountains, east of the San Gabriel River, and north of Walnut Creek. Nearly all of the Baldwin Park area is fully developed for residential, commercial, and Industrial use. The largest parcels of open land are active and inactive gravel pits and the Santa Fe flood Control Basin. Water purveyors in the site area include: the City of Azusa, Califomia Domestic Water Company, City of Glendora, La Puente Valley County Water District, San Gabriel Valley Water Company, Suburban Water Systems, and Valley County Water District. Volatile Organic Compounds (VOCs), major contaminants of concern at the San Gabriel Valley Sites, were used in large quantities at industrial facilities as early as the 19409s, From the 1940?s through the 1980?s, carbon tetrachloride, tetrachloroethane, thrichlorethene, and other chlorinated solvents were used by hundreds of businesses for degreasing, as raw materials for automotive products, by a solvent recycler, for chemical extractions , and for other purposes. VOCs have been released by a combination of intentional disposal, careless hand8ng during loading and unloading, leaking tanks and pipes, and other means. VOCs were not detected in ground water until 1979 during environmental monitoring activities conducted by Aerojet Efectrosystems near its facility in Azusa. In May 1984, EPA listed four areas of contamination were listed as San Gabriel Valley Area 1 through 4. EPA began its enforcement efforts in the site area in 1985 with searches for and evaluations of historical Federal, State, and local records on chemical usage, handling, and disposal. In 1985, the California Regional Water Quality Board began its Well Investigation Program (WIP) to identify the sources of ground water contamination detected in water supply wells. In 1989, EPA entered into a cooperative agreement to expand the WIP program to determine the nature and extent of contamination in the San Gabriel Valley. The RI/FS for the Baldwin Park OU was conducted concurrently with source identification efforts, as a fund -lead project. In March 1994, the Record of Decision (ROD) document was signed. CERCLIS Assessment History. Action Code: 001 Action: DISCOVERY EDR ID dumber EPA ID Number 4000114961 TC4001689.2s Page 11 Map ID MAP FINDINGS Direction Distance Elevation Site Database(s) SAN GABRIEL VALLEY (AREA 2) (Continued) Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 11 04101180 Not reported SITEWIDE State, No Fund Money Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit; Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 001 ISSUE REQUEST LETTERS (104E) 11 08101/83 Not reported SITEWIDE Federal Enforcement Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit- Primary nitPrimary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 001 SITE INSPECTION 03/01/83 09/01/83 Higher priority for further assessment SITEWIDE EPA Fund -Financed Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit. Primary Responsibility: Planning Status: Urgency Indicator: Action Anomaly: 001 PRELIMINARY ASSESSMENT 11 09/01/83 Higher priority for further assessment SITEWIDE EPA Fund-Finanoed Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Acton Code: 001 Action: HAZARD RANKING SYSTEM PACKAGE Date Started: 1 1 Date Completed: 09101/83 Priority Level: Not reported EDR ID Number EPA ID Number 1000114981 TC4001689.2s Page 12 Map ID Direction Distance Elevation MAP FINDINGS Site SAN GABRIEL VALLEY (AREA 2) (Continued) Operable Unit: SITEWIDE Primary Responsibility: EPA Fund -Financed Planning Status: Not reported Urgency Indicator. Not reported Action Anomaly: Not reported For detailed financial records, contact EDR for a Site Report.: Acton Code: 001 Action: PROPOSAL TO NATIONAL PRIORITIES LIST Date Started: 1 1 Date Completed: 09/08/83 Priority Level: Not reported Operable Unit: SITEWIDE Primary Responsibility: EPA Fund-Finanoed Planning Status: Not reported Urgency Indicator: Not reported Action Anomaly: Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator: Action Anomaly: 002 ISSUE REQUEST LETTERS (104E) 11 01/09184 Not reported SITEWIDE Federal Enforcement Not reporter! Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 001 COMMUNITY INVOLVEMENT 05/01/84 05/01/84 Not reported 13ALDWIN PARK FPA Fund -Financed Primary Not reported Not reported For detailed financial records, contact EDR for a Site Report,: Action Code: 001 Action: FINAL LISTING ON NATIONAL. PRIORITIES LIST Date Started: I I Date Completed: 05108/84 Priority Level: Not reported Operable Unit: SITEWIDE Primary Responsibility: EPA Fund -Financed Planning Status: Not reported Urgency Indicator: Not reported EDR ID Number Database(s) EPA ID Number 1000114951 TC4001689.2s Page 13 Map ID MAP FINDINGS Direction Distance Elevation Site SAN GABRIEL VALLEY (AREA 2) (Continued) Action Anomaly: Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Levet: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator Action Anomaly: 003 ISSUE REQUEST LETTERS (104E) 11 1213088 Not reported SITEWIDE Federal Enforcement Not reported Not reported Not reported For detailed financial retards, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 006 Notice Letters Issued 11 05/07/90 Not reported SITEWIDE EPA Fund -Financed Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 007 Notice Letters Issued 06107/90 Not reported SITEWIDE EPA Fund -Financed Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 004 ISSUE REQUEST LETTERS (104E) 11 06/08190 Not reported SITEWIDE Federal Enforcement Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: EDR ID Number Database(s) EPA ID Number 1000114961 TC4001689.2s Page 14 Map ID Direction Distance Elevation MAP FINDINGS EDR ID Number Site Database(s) EPA ID Number SAN GABRIEL VALLEY (AREA 2) (Continued) Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 008 Notice Letters Issued /1 07/09190 Not reported SITEWIDE EPA Fund -Financed Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Amon Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator: Action Anomaly: 014 Notice Letters Issued I1 09120190 Not reported SITEWIDE EPA Fund -Financed Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Stains: Urgency Indicator: Action Anomaly: 016 Notice Letters Issued I1 10112190 Not reported SITEWIDE EPA Fund -Financed Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 017 Notice Letters Issued 11 12105/90 Not reported SITEWIDE EPA Fund -Financed Not reported Not reported Not reported For detailed financial records, contact EDR for a SU Report.: Action Code: 018 Action: Notice Letters Issued Date Started: 1 I 1000114961 TC4001689.2s Page 15 Map ID MAP FINDINGS Direction Distance Elevation Site SAN GABRIEL VALLEY (AREA 2) (Continued) Date Completed: 12106!90 Priority Level: Not reported Operable Unit SITEWIDE Primary Responsib€W. EPA Fund -Financed Planning Status: Not reported Urgency Indicator. Not reported Action Anomaly: Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary ResponsibikT.. Planning Status: Urgency Indicator. Action Anomaly: 019 Notice Letters Issued !1 12107/90 Not reported SITEWIDE EPA Fund -Financed Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Levet: Operable Unit: Primary ResponslbiW.. Planning Status: Urgency Indicator. Action Anomaly: 001 Notice Letters Issued JI 02/07191 Not reported SITEWIDE EPA Fund -Financed Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 002 Notice Letters Issued 11 03106/91 Not reported SITEWIDE EPA Fund -Financed Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: 009 Action: Notice Letters Issued Date Started: 1 1 Date Completed. 07/09191 Priority Level: Not reported Operable Unit: SITEWIDE EDR ID Number Database(s) EPA ID Number 1000114961 TC4001689.2s Page 16 Map ID Direction Distance Elevation MAP FINDINGS Site Databases) SAN GABRIEL VALLEY (AREA 2) (Continued) Primary Responsibility: EPA Fund -Financed Planning Status: Not reported Urgency Indicator. Not reported Action Anomaly: Not reported For detailed financial records, contact EDR for a Site Report: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility. Planning Status. Urgency Indicator: Action Anomaly: 015 Notice Letters Issued 11 09/26/91 Not reported SITEWIDE EPA Fund -Financed Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report: Action Code: 001 Action: ADM INISTATIVENOLUNTARY COST RECOVERY Date Started: 1 1 Date Completed: 09130/91 Priority Level: Not reported Operable Unit: SITEWIDE Primary Responsibility: Federal Enforcement Planning Status: Primary Urgency indicator. Not reported Action Anomaly: Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 001 REMOVAL ASSESSMENT 12/27/91 12/27/91 Not reported SITEWIDE EPA Fund -Financed Primary Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility-, Planning Status: Urgency Indicator: 001 RISK/HEALTH ASSESSMENT 11 09/16192 Not reported BALDWIN PARK EPA Fund -Financed Not reported Not reported EDR ID Number EPA ID Number 1000114961 TC4001689.2s Page 17 Map ID Direction Distance Elevation Site MAP FINDINGS SAN GABRIEL VALLEY (AREA 2) (Continued) Action Anomaly: Not reported For detailed financial records, contact EDR for a Site Report.: Action Cade: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 001 ECOLOGICAL RISK ASSESSMENT I1 09116192 Not reported BALDWIN PARK EPA Fund -Financed Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 002 Special Notice Issued 11 05/26193 Not reported SITEWIDE EPA Fund -Financed Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 010 Notice Letters Issued I1 08/04193 Not reported SITEWIDE EPA Fund -Financed Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 013 Notice Letters Issued 11 08/27193 Not reported SITEWIDE EPA Fund -Financed Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: EDR ID Number Database(s) EPA ID Number 1000114961 TC4001689.2s Page 18 Map ID MAP FINDINGS Direction Distance Elevation Site SAN GABRIEL VALLEY (AREA 2) (Continued) Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 001 Special Notice Issued I1 02103194 Not reported SITEWIDE EPA Fund -Financed Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: EDR ID Number Database(s) EPA ID Number Action Code: 001 Action: COMBINED REMEDIAL INVESTIGATIONIFEASIBILITY STUDY Date Started: 08/01/87 Date Completed: 03/31/94 Priority Level: Not reported Operable Unit: BALDWIN PARK Primary Responsibifity. EPA Fund -Financed Planning Status: Primary Urgency Indicator: Not reported Action Anomaly: Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator: Action Anomaly: 001 RECORD OF DECISION 11 03/31/94 Not reported BALDWIN PARK EPA Fund -Financed Primary Not reported Not reported For detailed financial records, contact EDR for a Site Report: Action Code: 001 Action: NATIONAL PRIORITIES LIST RESPONSIBLE PARTY SEARCH Date Started: 09/30184 Date Completed: 07/01194 Priority Level: Not reported Operable Unit SITEWIDE Primary Responsibility: Federal Enforcement Planning Status: Primary Urgency Indicator. Not reported Action Anomaty. Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: 002 Action: NATIONAL PRIORITIES LIST RESPONSIBLE PARTY SEARCH Date Started: 01/30/89 Date Completed: 07/09/94 Priority Level: Not reported 1000114961 TC4001689.2s Page 19 Map ID MAP FINDINGS Direction Distance Elevation Site SAN GABRIEL VALLEY (AREA 2) (Continued) Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: SITEWIDE Federal Enforcement Primary Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 011 Notice Letters Issued /1 08!09194 Not reported SITEWIDE EPA Fund -Financed Not reported Not reported Not reported For detailed financial records, contact FDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 003 Notice Letters Issued I! 04113195 Not reported SITEWIDE EPA Fund -Financed Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 004 Notice Letters Issued I! 04!20!95 Not reported SITEWIDE EPA Fund -Financed Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator: 005 Notice Letters Issued 05/05/95 Not reported SITEWIDE EPA Fund -Financed Not reported Not reported EDR ID Number Database(s) EPA ID Number /000114961 TC4001689.2s Page 20 Map 1D MAP FINDINGS Direction Distance Elevation Site SAN GABRIEL VALLEY (AREA 2) (Continued) Action Anomaly: Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator: Action Anomaly: 012 Notice Letters Issued 11 08118/55 Not reported SITEWIDE EPA Fund -Financed Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility. Planning Status: Urgency Indicator Action Anomaly: 001 ADMINISTRATIVE ORDER ON CONSENT 11 05113/96 Not reported SITEWIDE Federal Enforcement Primary Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: 001 Action: REMEDIAL DESIGN/REMEDIAL ACTION NEGOTIATIONS Date Started: 05/15/97 Date Completed: 06/30100 Priority Level: Not reported Operable Unit: SITEWIDE Primary Responsibility: Federal Enforcement Planning Status: Primary Urgency Indicator. Not reported Action Anomaly: Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator: Action Anomaly: 001 UNILATERAL ADMIN ORDER 11 06/30/00 Not reported SITEWIDE Federal Enforcement Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: EDR ID Number Database(s) EPA ID Number 1000114961 TC4001689.2s Page 21 Map ID MAP FINDINGS Direction Distance Elevation Site SAN GABRIEL VALLEY (AREA 2) (Continued) EDR ID Number Database(s) EPA ID Number Action Code: 001 Action: PROSPECTIVE PURCHASER AGREEMENT ASSESSMENT Date Started: 06/05101 Date Completed: 09/25101 Priority Level: PPA Signed Operable Unit: BALDWIN PARK Primary Responsibility: Federal Enforcement Planning Status: Not reported Urgency Indicator. Not reported Action Anomaly: Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 002 ADMINISTRATIVE ORDER ON CONSENT 11 09/25/01 Not reported BALDWIN PARK Federal Enforcement Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: 001 Aeon: Lodged By DOJ Date Started: I I Date Completed: 04111/02 Priority Level: Not reported Operable Unit: BALDWIN PARK Primary Responsibility: Not reported Planning Status: Not reported Urgency Indicator. Not reported Action Anomaly: Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 001 ALTERNATIVE DISPUTE RESOLUTION 07/01/00 05/31/02 Not reported BALDWIN PARK EPA Fund -Financed Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: 001 Action: CONSENT DECREE Date Started: 01/01102 Date Completed: 08127102 Priority Level: Not reported 1000114951 TC4001689.2s Page 22 Map ID MAP FINDINGS Direction Distance Elevation Site SAN GABRIEL VALLEY (AREA 2) (Continued) Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: BALDWIN PARK Federal Enforcement Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report: EDR ID Number Database(s) EPA ID Number Action Code: 002 Action: POTENTIALLY RESPONSIBLE PARTY REMEDIAL DESIGN Date Started: 07121/00 Date Completed: 09!26102 Priority Level: Not reported Operable Unit, LPVCWD SUBPROJECT Primary Responsibility. Responsible Party Planning Status: Not reported Urgency Indicator. Not reported Action Anomaly: Not reported For detailed financial records, contact EDR for a Site Report,: Action Code: 003 Action: POTENTIALLY RESPONSIBLE PARTY REMEDIAL DESIGN Date Started: 07121100 Date Completed: 03131/03 Priority Level: Not reported Operable Unit: VCWD SUBPROJECT Primary Responsibility. Responsible Party Planning Status: Primary Urgency Indicator Not reported Action Anomaly: Not reported For detailed financial records, contact EDR for a Site Report: Action Code: 004 Action: POTENTIALLY RESPONSIBLE PARTY REMEDIAL DESIGN Date Started: 07!21100 Date Completed: 08/08/03 Priority Level: Not reported Operable Unit: SGVWC B6 SUBPROJECT Primary Responsibility. Responsible Party Planning Status: Primary Urgency Indicator. Not reported Action Anomaly: Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: 002 Action: POTENTIALLY RESPONSIBLE PARTY REMEDIAL ACTION Date Started: 09126/02 Date Completed: 09/30103 Priority Level: Interim RA Report Operable Unit: LPVCWD SUBPROJECT Primary Responsibility. Responsible Party Planning Status: Primary 1000114961 TC40016892s Page 23 Map ID Direction Distance Elevation Site MAP FINDINGS SAN GABRIEL VALLEY (AREA 2) (Continued) Urgency Indicator: Not reported Action Anomaly: Not reported For detailed financial records, contact EDR for a Site Report.: EDR ID Number Database(s) EPA ID Number Action Code: 005 Action: POTENTIALLY RESPONSIBLE PARTY REMEDIAL DESIGN Date Started: 07121/00 Date Completed: 09/29104 Priority Level: Not reported Operable Unit: SGVWC B5 SUBPROJECT Primary Responsibility: Responsible Party Planning Status: Primary Urgency Indicator. Not reported Action Anomaly: Not reported For detailed financial records, contact EDR for a Site Report: Action Code: 003 Action: POTENTIALLY RESPONSIBLE PARTY REMEDIAL ACTION Date Started: 03/31/03 Date Completed: 09/30/04 Priority Level: Interim RA Report Operable Unit: VCWD SUBPROJECT Primary Responsibility: Responsible Party Planning Status: Primary Urgency Indicator. Long Term Action Action Anomaly: Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable unit: Primary Responsibility: Planning Status: Urgency indicator: Action Anomaly: 001 CLAIM IN BANKRUPTCY PROCEEDING 03114/05 03/14/05 Not reported SITEWIDE Federal Enforcement Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: 004 Action: POTENTIALLY RESPONSIBLE PARTY REMEDIAL ACTION Date Started: 08/08/03 Date Completed: 03/31/05 Priority Level: Interim RA Report Operable Unit: SGVWC B6 SUBPROJECT Primary Responsibility: Responsible Party Planning Status: Primary Urgency Indicator. Long Term Action Action Anomaly: Not reported 10001#4561 TC4001689.2s Page 24 Map [D Direction Distance Elevation MAP FINDINGS Site SAN GABRIEL VALLEY (AREA 2) (Continued) For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Leve[: Operable Unit Primary Responsibility: Planning Status: Urgency Indicator: Action Anomaly: 010 Lodged By DOJ /1 09/20/05 Not reported SITEWIDE Federal Enforcement Not reported Nat reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 012 Lodged By DOJ 1/ 10/26/05 Not reported SITEWIDE Federal Enforcement Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility. Planning Status: Urgency Indicator. Action Anomaly: 011 Lodged By DOJ /1 10/26/05 Not reported SITEWIDE Federal Enforcement Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator Action Anomaly: 013 Lodged By DOJ 10/26105 Not reported SITEWIDE Federal Enforcement Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report:. EDR ID Number Database(s) EPA ID Number 10114114961 TC4001689.2s Page 25 Map ID Direction Distance Elevation Site SAN GABRIEL VALLEY (AREA 2) (Continued) Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: MAP FINDINGS 009 Lodged By DOJ 11 10126/05 Not reported SITEWIDE Federal Enforcement Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report: Action Code: Amon: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsiblitty: Planning Status: Urgency Indicator. Action Anomaly: 008 Lodged By DOJ 11 10/26/05 Not reported SITENDE Federal Enforcement Nat reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator: Action Anomaly: 007 Lodged By DOJ 1/ I 0126105 Not reported SITEWIDE Federal Enforcement Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator: Action Anomaly: 006 Lodged By DOJ 11 10126/05 Not reported SITEWIDE Federal Enforcement Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: 001 Action: SETTLEMENT (GENERIC) Date Started: 1 1 EDR ID Number Database(s) EPA ID Number 1000114961 TC40016892s Page 26 Map 1D MAP FINDINGS Direction Distance Elevation Site SAN GABRIEL VALLEY (AREA 2) (Continued) Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 11101/05 Not reported SITEWIDE Federal Enforcement Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started. Date Completed: Priority Level: Operable Unit Primary Responsibility: Planning Status: Urgency Indicator: Action Anomaly: 005 CONSENT DECREE 09/28/05 12112/05 Not reported SITEWIDE Federal Enforcement Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator: Action Anomaly: 006 CONSENT DECREE 09/28/05 12/13105 Not reported SITEWIDE Federal Enforcement Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator: Action Anomaly: 002 CONSENT DECREE 09/28/05 12/13/05 Not reported SITEWIDE Federal Enforcement Primary Not reported Not reported For detailed financial records, contact EDR for a Site Report: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: 003 CONSENT DECREE 09128/05 12/13/05 Not reported SITEWIDE EDR ID Number Database(s) EPA ID Number 1000114961 TC4001689.2s Page 27 Map ID MAP FINDINGS Direction Distance Elevation Site SAN GABRIEL VALLEY (AREA 2) (Continued) Primary Responsibility. Planning Status: Urgency Indicator. Action Anomaly: Federal Enforcement Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 004 CONSENT DECREE 09/213/05 12/13105 Not reported SITEWIDE Federal Enforcement Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility. Planning Status: Urgency Indicator Action Anomaly: 007 CONSENT DECREE 09128/05 12/14/05 Not reported SITE 41DE Federal Enforcement Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unlit: Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 0D$ CONSENT DECREE 09/28105 12/16105 Not reported SITEWIDE Federal Enforcement Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: EDR ID Number Database(s) EPA ID Number Action Code: 005 Action: POTENTIALLY RESPONSIBLE PARTY REMEDIAL ACTION Date Started: OW9104 Date Completed: 09/28/06 Priority Level: Interim RA Report Operable Unit: SG1IVdC B5 SUBPROJECT Primary Responsibility: Responsible Party Planning Status: Primary Urgency Indicator: Not reported 1000114961 TC4001689.2s Page 28 Map ID MAP FINDINGS Direction Distance Elevation Sfte SAN GABRIEL VALLEY (AREA 2) (Continued) Action Anomaly: Not reported For detailed financial records, contact EDR for a Site Report: Action Cade: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator: Action Anomaly: 009 CONSENT DECREE 03/26/07 03/26/07 Not reported SITEWIDE Federal Enforcement Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responslbility: Planning Status: Urgency Indicator. Action Anomaly: 014 Lodged By DOJ 11 06/21/07 Not reported SITEWIDE Federal Enforcement Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 001 FIVE-YEAR REVIEW 05/01107 09/27/07 Not reported SITEWIDE EPA Fund -Financed Not reported Not reported Not reported For detailed financial records, canted EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level: Operable Unit Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 002 FIVE-YEAR REVIEW it 09/24/12 Not reported SITEWIDE EPA Fund -f=inanced Primary Not reported Not reported For detailed financial records, contact EDR for a Site Report.: EDR ID Number Database(s) EPA ID Number 1000114961 TC4001689.2s Page 29 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SAN GABRIEL VALLEY (AREA 2) (Continued) 1000114961 Action Code: 401 Action: POTENTIALLY RESPONSIBLE PARTY REMEDIAL DESIGN Date Started: 07/21/00 Date Completed: I 1 Priority Level: Not reported Operable Unit BALDWIN PARK Primary Responsibility: Responsible Party Planning Status: Primary Urgency Indicator. Not reported Action Anomaly: Other Start and Completion Anomaly For detailed financial records, contact EDR for a Site Report.: Action Code: 001 Action: POTENTIALLY RESPONSIBLE PARTY REMEDIAL ACTION Date Started: 09/26/02 Date Completed: 1 1 Priority Level Not reported Operable Unit: BALDWIN PARK Primary Responsibility: Responsible Party Planning Status: Primary Urgency Indicator. Not reported Action Anomaly: Other Start and Completion Anomaly For detailed financial records, contact EDR for a Site Report.: Action Code: 001 Action: POTENTIALLY RESPONSIBLE PARTY LONG-TERM RESPONSE ACTION Date Started: 09/30103 Date Completed: ! I Priority Levet: Not reported Operable Unit: BALDWIN PARK Primary Responsibility: Responsible Party Planning Status: Not reported Urgency Indicator Not reported Action Anomaly: Not reported For detailed tinandal records, contact EDR for a Site Report.: Action Code: 001 Action: OPERATIONS AND MAINTENANCE Date Started: 49/30/03 Date Completed, I I Priority Level: Not reported Operable Unit BALDWIN PARK Primary Responsibility: Responsible Party Planning Status: Not reported Urgency Indicator: Not reported Action Anomaly: Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: 002 Action: OPERATIONS AND MAINTENANCE Date Started: 09/30/03 Date Completed: 1 1 Priority Level: Not reported Operable Unit: LPVCWD SUBPROJECT TC40016892s Page 30 Map ID MAP FINDINGS Direction Distance Elevation Site SAN GABRIEL VALLEY (AREA 2) (Continued) Primary Responsibility: Responsible Party Planning Status: Not reported Urgency Indicator. Not reported Action Anomaly: Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Action: Date Started: Date Completed: Priority Level. Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator Action Anomaly: 003 OPERATIONS AND MAINTENANCE 09130/04 II Not reported VCWD SUBPROJECT Responsible Party Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Acton: Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator. Action Anomaly: 004 OPERATIONS AND MAINTENANCE 03131/05 11 Not reported SGVWC B6 SUBPROJECT Responsible Party Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report.: Action Code: Acton, Date Started: Date Completed: Priority Level: Operable Unit: Primary Responsibility: Planning Status: Urgency Indicator Action Anomaly: 005 OPERATIONS AND MAINTENANCE 09/28/06 11 Not reported SGVWC B5 SUBPROJECT Responsible Party Not reported Not reported Not reported For detailed financial records, contact EDR for a Site Report: Federal Register Details: Fed Register Date: 05108184 Fed Register Volume: 49 Page Number: 19480 Fed Register Date: 09/08/83 Fed Register Volume: 48 Page Number 40674 EDR ID Number Database(s) EPA ID Number 10001/4961 TC4001689.2s Page 31 Map ID H MAP FINDINGS Direction Distance EAR ID Number Elevation Site Database(s) EPA ID Number SAN GABRIEL VALLEY (AREA 2) (Continued) f'.rrk thk hT adk* while viewing on your computer to access 1492 additional US CERCLIS Financial: record(s) in the EDR Site Report. US ENG CONTROLS: EPA ID: Site ID: Name: Address: EPA Region: County: Event Code: Actual Date: CAD980818512 0902092 SAN GABRIEL VALLEY (AREA 2) SUNSET & SAN BERNARDINO FREEWAY BALDWIN PARK, CA 91706 09 LOS ANGELES Not reported 03!3111994 Action ID: 001 Action Name: RECORD OF DECISION Action Completion date: 03/31/1994 Operable Unit: 01 Contaminated Media : Groundwater Engineering Control: Air Stripping Action ID: 001 Action Name: RECORD OF DECISION Action Completion date: 03/3111994 Operable Unit. 01 Contaminated Media: Groundwater Engineering Control: Discharge Action ID: 001 Action Name: RECORD OF DECISION Action Completion date: 03/31/1994 Operable Unit: 01 Contaminated Media: Groundwater Engineering Control: Liquid Phase Carbon Adsorption Action ID: 001 Action Name: RECORD OF DECISION Action Completion date: 03/31/1994 Operable Unit: 01 Contaminated Media: Groundwater Engineering Control: Monitoring Action ID: 001 Action Name: RECORD OF DECISION Ammon Completion date: 03133111994 Operable Unit: 01 Contaminated Media: Groundwater Engineering Control: Pump And Treat ROD: Full -text of USEPA Record of Decision(s) is available from EDR. PRP: PRP name: A & J SYSTEMS 1000114961 TC4001689.2s Page 32 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SAN GABRIEL VALLEY (AREA 2) (Continued) 1000144961 A&E PLASTICS CO. A-1 ORNAMENTAL IRON ACORN ENGINEERING CO. ACROMIL ADAMS AND COLTRIN, INC. ADAMS CAMPBELL CO., LTD. ADVANCED HEAT TECHNOLOGY CORP. AEROJET ELECTROSYSTEMS AEROJET ELECTROSYSTEMS AEROJET-GENERAL CORP. AEROJET-GENERAL CORP. AEROJET-GENERAL CORP. AEROSOL SERVICES COMPANY AIR DISTRIBUTION PRODUCTS, INC. ALLEGIANCE HEALTHCARE CORPORATION ALLEGIANCE HEALTHCARE CORPORATION ALLFAST FASTENING SYSTEMS, INC. ALLIED PHOTO PRODUCTS INC. ALLSTATE INSURANCE CO. AMERICAN SHEDS INC. ARCADIA MACHINE AND TOOL AREMAC ASSOCIATES AREMAC HEAT TREATING,INC. ARMY CORPS OF ENGINEERS ARTHUR B. SCHULTZ AND JOSEPH POLTORAK ARTISTIC POLISHING AND PLATING ASSOCIATED ASPHALT PAVING MATERIALS ASTRO SEAL, INC. ASTRO SEAL, INC. ASTRONAUTIC ENAMELERS AZUSA GAS SYSTEMS AZUSA LAND RECLAMATION AZUSA LAND RECLAMATION AZUSA PIPE AND TUBE BENDING AZUSA PIPE AND TUBE BENDING AZUSA ROCK INC. BBB RED -1 -MIX -CONCRETE INC. BALL -ICON, BALL GLASS DIV. BAXTER HEALTHCARE CORPORATION BDP CO. BENCHMARK HOLDING GROUP BENCHMARK TECHNOLOGY SIRTCHER BRENT FAMILY TRUST BROWN JORDEN CO. C&H DISTRIBUTING CAL MAT CO. CALIFORNIA HYDROFORMING CO., INC. CALIFORNIA STEEL AND TUBE CALTRANS CARDINAL INDUSTRIES FINISHERS CHAMPION PARTS, INC. CHARLES HOFGAARDEN CHEM ARROW CORPORATION CHEMICAL WASTE MANAGEMENT CHEMLAWN SERVICE CORP, CHEVRON CORPORATION TC4001689.2s Page 33 Map 1D MAP FINDINGS SSE Direction SWEEPS UST N/A 1184!4 Distance EDR ID Number Elevation Site Database(s) EPA ID Number Site 1 of 3 in cluster A SAN GABRIEL VALLEY (AREA 2) (Continued) 1000114961 CA FID UST: CHEVRON USA, INC. Higher Facility ID: CLAUDEAN MULLINS KAWIE Regulated By: r1mck this hWedink while viewing on your computer to access Actual: Regulated ID: 193 additional PRP: record(s) in the EDR Site Report 374 ft. 1 GAYLON FITE INSTALLATIONS WAP S106767156 West 14801 PACIFIC AVE NIA a 118 BALDWIN PARK, CA 91706 0.070 mi. Not reported 370 ft. 0 BOX Relative: WIP: Lower Region: 4 Contact File Number: 108.1432 Actual: File Status: Historical 371 ft. Styft DRASMUSS NPDES Number. Facility Suite: 15 A2 THE SOUTHLAND CORP 5319329 CA FID UST 5101583383 SSE 3705 PUENTE AVE SWEEPS UST N/A 1184!4 BALDWIN PARK, CA 0.130 mi. 684 ft. Site 1 of 3 in cluster A Relative: CA FID UST: Higher Facility ID: 19003573 Regulated By: UTNKA Actual: Regulated ID: 00003785 374 ft. Cortese Code: Not reported SIC Code: Not reported Facility Phone: 8180000000 Mail To: Not reported Mailing Address: 0 BOX Mailing Address 2: Not reported Mailing City,St,Zip: BALDWIN PARK Contact Not reported Contact Phone: Not reported DUNS Number. Not reported NPDES Number. Not reported EPA 1D: Not reported Comments: Not reported Status: Active SWEEPS UST: Status: Active Comp Number. 10067 Number. 9 Board Of Equalization: 44-002251 Referral Date: 06-30-89 Action Date: Not reported Created Date: 06-30-89 Owner Tank Id: Not reported SWRCB Tank Id: 19-000-010067-000001 Tank Status: A Capacity: Not reported TC40016892s Page 34 Map ID MAP FINDINGS Direction Distance Elevation Site A3 SSE 118-114 0.130 mi. 684 ft. Relative: Higher Actual: 374 ft. THE SOUTHLAND CORP SS 19329 (Continued) Active Date: Tank Use: STG: Content: Number Of Tanks: Status: Comp Number Number: Board Of Equalization, Referral Date: Action Date: Created Date: Owner Tank Id: SWRCB Tank Id: Tank Status: Capacity: Active Date: Tank Use: STG: Content. Number Of Tanks: Status: Camp Number Number. Board Of Equalization: Referral Date: Action Date: Created Date: Owner Tank Id: SWRCB Tank Id: Tank Status: Capacity: Active Date: Tank Use: STG: Content: Number Of Tanks: 06-30-89 UNKNOWN W Not reported 3 Active 10067 9 44-002251 06-30-09 Not reported D6-30-89 Not reported 19-000-010067-000002 A Not reported 06-30-89 UNKNOWN W Not reported Not reported Active 10067 9 44-002251 06-0-89 Not reported 06-30-89 Not reported 19-000-010067-000003 A Not reported 06-34-89 UNKNOWN W Not reported Not reported 7 -ELEVEN STORE #19329 (2132) 3705 PUENTE AVE BALDWIN PARK, CA 91760 Site 2 of 3 in cluster A HIST UST: Region: STATE Facility ID: 00000003785 Facility Type: Gas Station Other Type: Not reported Total Tanks: 0003 Contact Name: THOMAS VAN HOLST Telephone: 7143385551 Owner Name: THE SOUTHLAND CORPORATION Owner Address: 1240 S. STATE COLLEGE BLVD.,SU Owner City,St,Zip: ANAHEIM, CA 92806 EDR ID Number Database(s) EPA ID Number 5101583383 HIST UST U001569909 NIA TC4001689.2s Page 35 Map ID Direction Distance Elevation MAP FINDINGS Site Database(s) 7 -ELEVEN STORE #19329 (2132) (Continued) Tank Num: 001 Container Num: 01 Year Installed: 1977 Tank Capacity: 00010000 Tank Used for. PRODUCT Type of Fuel: UNLEADED Tank Construction: Not reported Leak Detection: Stock Inventor, 10 Tank Num: 002 Container Num: 02 Year Installed: 1977 Tank Capaclty: 00010000 Tank Used far. PRODUCT Type of Fuel: REGULAR Tank Construction: Not reported Leak Detection: Stock Inventor, 10 Tank Num: 003 Container Num: 03 Year Installed: 1977 Tank Capacity: 00010000 Tank Used for: PRODUCT Type of Fuel: 06 Tank Construction: Not reported Leak Detection: Stock Inventor, 10 A4 7-11 #19329 SSE 3705 PUENTE AVE 118-114 BALDWIN PARK, CA 91706 0.230 mi. 1-10067 684 ft. Site 3 of 3 In cluster A Relatirre: HIST CORTESE: Higher Region: CORTESE Facility County Code: 19 Actual: Reg By: LTNKA 374 ft. Reg Id: 1-10067 LUST: Region: Global Id: Latitude: Longitude: Case Type: Status: Status Date: Lead Agency: Case Worker. Local Agency: RB Case Number LOC Case Number File Location: Potential Media Affect: Potential Contaminants of Concern: Site History: STATE T0603703563 34.079712 -117.952402 LUST Cleanup Site Completed - Case Closed 08/05/1996 LOS ANGELES RWQCB (REGION 4) YR LOS ANGELES COUNTY 1-10067 Not reported Not reported Sail Gasoline Not reported EDR ID Number EPA ID Number U001569909 KIST CORTESE S102423496 LUST NIA TC4001689.2s Page 36 Map ID Direction Distance Elevation Site MAP FINDINGS EDR ID Number Database(s) EPA ID Number 741 #19329 (Continued) 5102423496 Click here to access the California GeoTracker records for this facility: Contact: T0603703563 Global Id: T0603703563 Contact Type: Regional Board Caseworker Contact Name: YUE RONG Organization Name: LOS ANGELES RWQCB (REGION 4) Address: 320 W. 4TH ST., SUITE 200 City. Los Angeles Email: yrong@watedboards.ca.gov Phone !Number: Not reported Global Id: T0603703563 Contact Type: Local Agency Caseworker Contact Name: JOHN AWUJO Organization Name: LOS ANGELES COUNTY Address: 900 S FREMONT AVE City: ALHAMBRA Email: jawujo@dpw.lacounty.gov Phone Number; 6264583507 Status History: Global Id: T0603703563 Status: Completed - Case Closed Status Date: 08105119% Global Id: T0603703563 Status: Open - Site Assessment Status Date: 04/28/1992 Global Id: T0603703563 Status: Open - Case Begin Date Status Date: 04/08/1992 Regulatory Activities: Global Id: T0603703563 Action Type: Other Date: 01/0111950 Action: Leek Stopped Global Id: T0603703563 Action Type: Other Date: 01/0111950 Action: Leak Reported Global Id: T0603703563 Action Type: Other Dale: 01/01/1950 Action: Leak Discovery LUST REG 4: Region: 4 Regional Board: 04 County: Los Angeles TC4001689.2s Page 37 Map ID ii MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 741019329 (Continued) S102423496 Facility Id: 1-10067 Status: Case Closed Substance: Gasoline Substance Quantity: Not reported Local Case No: Not reported Case Type: Soil Abatement Method Used at the Site: VE Global ID: 70603703563 W Global ID: Not reported Staff LINK Local Agency: 19000 Cross Street: PACIFIC AVE Enforcement Type: Not reported Date Leak Discovered: 4/811992 Date Leak First Reported: 4/28/1992 Date Leak Record Entered: 512611992 Date Confirmation Began: Not reported Date Leak Stopped: 4/8/1992 Date Case Last Changed on Database: 1/12/1996 Date the Case was Closed: 8!5!1996 How Leak Discovered: Tank Closure How Leak Stopped: Not reported Cause of Leak: Overfill Leak Source: Piping Operator SOUTHLAND CORP Water System: Not reported Well Name: Not reported Approx. Dist To Production Well (ft): 2100.976231592949675632090815 Source of Cleanup Funding: Piping Preliminary Site Assessment Workplan Submitted. Not reported Preliminary Site Assessment Began: Not reported Pollution Characterization Began: 4/28/1992 Remedlation Plan Submitted: Not reported Remedial Action Underway: Not reported Post Remedial Action Monitoring Began: Not reported Enforcement Action Date: Not reported Historical Max MTBE Date: Not reported Hist Max MTBE Conc in Groundwater. Not reported Hist Max MTBE Conc in Soil: Not reported Significant Interim Remedial Action Taken: Not reported GW Qualifier. Not reported Soil Qualifier. Not reported Organization: Not reported Owner Contact Not reported Responsible Party. SOUTHLAN❑ CORP RP Address: 5820 STONERIDGE MALL RD, PLEASONTON, 94566 Program: LUST LatlLong: 34.07962821-1 Local Agency Staff: Not reported Beneficial Use: Not reported Priority: Not reported Cleanup Fund Id: Not reported Suspended: Not reported Assigned Name: Not reported Summary: Not reported TC4001689.2s Page 38 Map 1D Direction Distance Elevation Site MAP FINDINGS EDR ID Number Database(s) EPA ID Number 135 EDR US Hlst Auto Stat 1015451806 South 3665 PUENTE AVE NIA 118-114 BALDWIN PARK, CA 91706 0.158 mi. 833 ft. Site 1 of 8 In cluster B Relative: EDR Historical Auto Stations: Lower Name: USA PETROLEUM Year: 2003 Actual: Address: 3665 PUENTE AVE 372 ft. Name: USA PETROLEUM Year. 2005 Address: 3665 PUENTE AVE Click here to access the California GeoTracker records for this facility: TC4001689.2s Page 39 Name: USA PETROLEUM CORP Year 2006 Address: 3665 PUENTE AVE Name:_ USA PETROLEUM Year: 2011 Address: 3665 PUENTE AVE Name: USA PETROLEUM Year. 2012 Address: 3665 PUENTE AVE B6 CALIFORNIA TARGET ENT #061 HIST CORTESE S1007209444 South 3665 PUENTE AVE LUST NIA 118414 BALDWIN PARK, CA 91706 SWEEPS UST 0.158 mi. LOS ANGELES G.O. HMS 833 ft. Site 2 of 8 In cluster B Relative: HIST CORTESE: Lower Region: CORTESE Facility County Code: 19 Actual: Reg By: LTNKA 372 ft- Reg Id: 1-13856 LUST: Region: STATE Global Id: T0603704113 Latitude: 34.079197 Longitude: -117.95287 Case Type: LUST Cleanup Site Status: Completed - Case Closed Status Date: 06103131993 Lead Agency: LOS ANGELES COUNTY Case Worker: JOA Local Agency: LOS ANGELES COUNTY RB Case Number. 1-13856 LOC Case Number. Not reported File Location: Not reported Potential Media Affect: Soil Potential Contaminants of Concern: Gasoline Site History: Not reported Click here to access the California GeoTracker records for this facility: TC4001689.2s Page 39 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CALIFORNIA TARGET ENT #061 (Continued) 5100720944 Contact: Contact Type: Global ld: T0603704113 Contact Type: Regional Board Caseworker Contact Name: YUE RONG Organization Name: LOS ANGELES RWQCB (REGION 4) Address: 320 W. 4TH ST., SUITE 200 City: Los Angeles Email: ynmg@waterboards.ce.gov Phone Number: Not reported Global Id: T0603704113 Contact Type: Local Agency Caseworker Contact Name: JOHN AWUJO Organization Name: LOS ANGELES COUNTY Address: 900 S FREMONT AVE City: ALHAMBRA Email: jawujo@dpw.lacounty.gov Phone (dumber. 6264583507 Status History: Global Id: T0603704113 Status: Completed - Case Closed Status Date: 06/03/1993 Global Id: T0603704113 Status: Open - Site Assessment Status Date: 0710211992 Global Id: T0603704113 Status: Open - Case Begin Date Status Date: 06/0811992 Regulatory Activities: Global Id: T0603704113 Action Type: Other Date: 011/0111950 Action: Leak Reported Global Id: T0603704113 Action Type: Other Date: OMII1950 Action: Leak Discovery LUST REG 4: Region: 4 Regional Board: 04 County: Los Angeles Facility Id: 1-13856 Status: Case Closed Substance: Gasollne Substance Quantity: Not reported Local Case No: Not reported Case Type: Sol[ Abatement Method Used at the Site: Not reported TC4001689.2s Page 40 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CALIFORNIA TARGET ENT #061 (Continued) 5100720944 Global ID: T0603704113 Active W Global ID: Not reported 13856 staff: LINK 1 Local Agency: 19000 44-010266 Cross Street: PACIFIC AVE 06-25-92 Enforcement Type: Not reported 06-25-92 Date Leak Discovered: 6/8/1992 06-30-89 Date Leak First Reported: 1/2111993 Date Leak Record Entered: 7112/1992 Date Confirmation Began: Not reported Date Leak Stopped: Not reported Date Case Last Changed on Database: 6/3/1993 Date the Case was Closed: 6/3/1993 How Leak Discovered: Tank Closure How Leak Stopped: Not reported Cause of Leak: UNK Leak Source: Tank Operator. Not reported Water System: Not reported Well Name: Not reported Approx. Dist To Production Well (ft): 1955.2599897741640699763403536 Source of Cleanup Funding: Tank Preliminary Site Assessment Workplan Submitted: Not reported Preliminary Site Assessment Began: 7/2/1992 Pollution Characterization Began: Not reported Remediation Plan Submitted: Not reported Remedial Action Llnderway: Not reported Post Remedial Action Monitoring Began: Not reported Enforcement Action Date: Not reported Historical Max MTBE Date: Not reported Hist Max MTBE Conc in Groundwater Not reported Hist Max MTBE Conc in Soil: Not reported Significant Interim Remedial Action Taken: Not reported GW Qualifier. Not reported Soil Qualifier. Not reported Organization: Not reported Owner Contact: Not reported Responsible Party: FORMERLY CAL. TARGET RP Address: 519 LA CUTA CIRCLE, WEST COVINA, CA 91791 Program: LUST Lat/Long: 34.07894221-1 Local Agency Staff': Not reported Beneficial Use: Not reported Priority: Not reported Cleanup Fund Id: Not reported Suspended: Not reported Assigned Name: Not reported Summary: Not reported SWEEPS UST: Status: Active Comp Number. 13856 Number 1 Board Of Equalization: 44-010266 Referral Date: 06-25-92 Action Date: 06-25-92 Created Date: 06-30-89 TC4001689.2s Page 41 Map ID Direction Distance Elevation MAP FINDINGS EDR ID Number Site Database(s) EPA ID Number CALIFORNIA TARGET ENT #{161 (Continued) Owner Tank Id: SWRCB Tank Id: Tank Status: Capacity: Active Date: Tank Use: STG: Content: Number Of Tanks: Stags: Camp Number Number. Board Of Equalization: Referral Date: Action Date: Created Date: Owner Tank Id: SWRCB Tank Id: Tank Status: Capacity: Active Date: Tank Use: STG: Content: Number Of Tanks: Status: Comp Number. Number Board Of Equalization: Referral Date: Action Date: Created Date: Owner Tank Id: SWRCB Tank Id: Tank Status: Capacity: Active Date: Tank Use: STG: Content: Number Of Tanks: Status: Comp Number. Number. Board Of Equalization: Referral Date: Action Date: Created Date: Owner Tank Id: SWRCB Tank Id: Tank Status: Capacity: Active Date: Tank Use: Not reported 19-000-013856-000001 A Not reported 06-30-89 UNKNOWN W Not reported 7 Active 13856 1 44-010266 06-25-92 06-25-92 06-30-89 Not reported 19-000-013856-000002 A Not reported 06-30-89 UNKNOWN W Not reported Not reported Active 13856 1 44-010266 06-25-92 06-25-92 06-30-89 Not reported 19-000-013856-000003 A Not reported 06-3089 UNKNOWN W Not reported Not reported Active 13856 1 44-010266 06-25-92 06-25-92 06-30-89 Not reported 194000-013856•-000004 A Not reported 06-30-89 UNKNOWN 5100720944 TC4001689.2s Page 42 Map ID MAP FINDINGS Direction Distance Elevation Site CALIFORNIA TARGET FNT #061 (Continued) STG: Content: Number Of Tanks Status: Comp Number: Number. Board Of Equalization Referral Date: Action Date: Created Date: Owner Tank Id: SWRCB Tank Id: Tank Status: Capacity: Active Date: Tank Use: STG: Content: Number Of Tanks: Status: Comp Number. Number: Board Of Equalization: Referral Date: Action Date: Created Date: Owner Tank ld: SWRCB Tank Id: Tank Status: Capacity: Active Date: Tank Use: STG: Content: Number Of Tanks: Status: Comp Number. Number: Board Of Equalization: Referral Date: Action Date: Created Date: Owner Tank Id: SWRCB Tank Id: Tank Status: Capacity: Active Date: Tank Use: STG: Content: Number Of Tanks: LOS ANGELES CO. HAAS: Region: LA W Not reported Not reported Active 13856 1 44-010266 06-25-92 06-25-92 06-30-89 5 19-000-01385&-000005 A 500 06-25-92 OIL W Not reported Nat reported Active 13856 1 44-010266 06-25-92 06-25-92 06-30-59 6 19-000-013856-000006 A 500 06-25-92 OIL W Not reported Not reported Active 13856 1 44-010266 06-25-92 06-25-92 06-30-89 7 19-000-013856-000007 A 500 D6-25-92 OIL W Not reported. Not reported EDR ID Number Databases) EPA ID Number 5100720944 TC4001689.2s Page 43 Map ID Direction Distance Elevation Site CALIFORNIA TARGET ENT }161 (Continued) Facility Id: 013486-022521 Facility Type: TO Facility Status: Closed Area: 3X Permit Number: 000135573 Permit Status: Closed Region: LA Facility Id: 013486-013856 Facility Type: TO Facility Status. Removed Area: 3X Permit Number: 0000547ST Permit Status: Removed Region: LA Facility Id: 013486-049726 Faciiity Type: TO Facility Status: Closed Area: 3X Permit Number. 000533814 Permit Status: Closed MAP FINDINGS 87 USA GASOLINE STATION ;328 South 3665 PUENTE AVE 118414 BALDWIN PARK, CA 91706 0.158 mi. 833 ft. Site 3 of 8 in cluster B Relative: UST: Lower Facility ID: 22521 Relative: Latitude: 34.080678 Actual: Longitude: -117.951724 372 ft. Permitting AgencyLOS ANGELES COUNTY B8 TESORO WEST COAST COMPANY LLC 68106 South 3665 N PUENTE AVE 118414 BALDWIN PARK, CA 91706 0.158 mi. 833 ft. Site 4 of 8 in cluster B Relative: RCRASQG: Lower Date form received by agency: 05/0912007 Facility name: TESORO WEST COAST COMPANY LLC 68106 Actual: Facility address: 3665 N PUENTE AVE 372 ft. BALDWIN PARK, CA 91706 EPA ID: CAR000144204 Mailing address: 3450 S 344TH WAY STE 201 AUBURN, WA 98001 Contact: ROB DONOVAN Contact address: 3450 S 344TH WAY STE 201 AUBURN, WA 98001 Contact country: US Contact telephone: 253-896-8716 Contact email: Not reported EDR ID Number Database(s) EPA ID Number 5100720944 UST 0004049318 NIA RCRASQG 1006806017 FINDS CAR000144204 TC4001689.2a Page 44 Map ID Direction Distance Elevation MAP FINDINGS Site TESORO WEST COAST COMPANY LLC 68106 (Continued) EDR ID Number Database(s) EPA ID Number EPA Region: 09 Classification: Small Small Quantity Generator Description: Handler generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time Owner/Operator Summary: TESORO WEST COAST COMPANY LLC Owner/operator name: TESORO WEST COAST COMPANY LLC Owner/operator address: Not reported Owner/operator country. Not reported Ownerloperator country: Not reported Ownerloperator telephone: Not reported Legal status: Private OwnerlOperator Type: Owner Owner/Op start date: 05!0112007 Owner/Op end date: Not reported Ownerloperator name: TESORO WEST COAST COMPANY LLC Ownerloperator address: Not reported Mixed waste (haz. and radioactive): Not reported Owner/operator country. Not reported Ownerloperator telephone: Not reported Legal status: Private Owner/Operator Type: Operator OwnedOp start date: 05/01/2007 Owner/Op end date: Not reported Handier Activities Summary: U.S. importer of hazardous waste: No Mixed waste (haz. and radioactive): No Recycier of hazardous waste: No Transporter of hazardous waste: No Treater, Storer or disposer of HW: No Underground Injection activity: No Onsite bumer exemption: No Furnace exemption: No Used oil fuel bumer No Used oil processor: No User oil refiner. No Used oil fuel marketer to bumer No Used all Specification marketer: No Used oil transfer facility: No Used oil transporter No Historical Generators: Date form received by agency:0311312003 Facility name: TESORO WEST COAST COMPANY LLC 58106 Site name: USA GASOLINE CORPORATION FACILITY NO 828 Classification: Small Quantity Generator Hazardous Waste Summary; Waste code: 0018 Waste name: BENZENE 1006806017 TC4001689.2s Page 45 Map ID MAP FINDINGS Direction Distance Elevation Site Database(s) TESORO WEST COAST COMPANY LLC 68106 (Continued) Violation Status: FINDS: Registry ID: No violations found 110014461162 Environmental Interest/Information System California Hazardous Waste Tracking System - Datamart (HWTS-DATAMART) provides California with information on hazardous waste shipments for generators, transporters, and treatment, storage, and disposal facilities. RCRAlnfo is a national information system that supports the Resource Conservation and Recovery Act (RCRA) program through the tracking of events and activities related to facilities that generate, transport, and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA program staff to track the notification, permit, compliance, and corrective action activities required under RCRA. B9 RAMEREZ SHELL AUTO CARE Global ]d: South 3660 N PUENTE AVE Local Agency Caseworker 118414 BALDWIN PARK, CA 91706 organization Name: 0.162 mi. Address: 900 S. FREMONT AVE. 858 ft. Site 5 of 8 in cluster B Email: Relative: LUST: Not reported Lower Region: STATE Regional Board Caseworker Global Id: T0603793471 Actual: Latitude: 34.078862 372 ft. Longitude: -117.952394 Case Type: LUST Cleanup Site Status: Completed - Case Closed Status Date: 05/14/2002 Lead Agency. LOS ANGELES COUNTY Case Worker TS Local Agency: LOS ANGELES COUNTY RB Case Number. Not reported LOC Case Number 9807-26363 Fie Location: Not reported Potential Media Affect: Sol] Potential Contaminants of Concern., Gasoline Site History. Not reported Click here to access the California GeoTracker records for this facility: Contact Global ]d: T0603793471 Contact Type: Local Agency Caseworker Contact Name: TIM SMITH organization Name: LOS ANGELES COUNTY Address: 900 S. FREMONT AVE. City: ALHAMBRA Email: tsmith@dpw.lacounty.gov Phone Number Not reported Global Id: T0603793471 Contact Type: Regional Board Caseworker Contact Name: YUE RONG EDR ID Number EPA ID Number 1006806017 LUST S104575297 SWEEPS UST NIA LOS ANGELES CO. HMS TC4001689.2s Page 46 Map ID MAP FINDINGS Direction Distance Elevation Site Database(s) RAMEREZ SHELL AUTO CARE (Continued) Organization Name: LOS ANGELES RWQCB (REGION 4) Address: 320 W. 4TH ST., SUITE 200 City: Los Angeles Email: yrong@waterboards.ca.gov Phone Number. Not reported Status History: T0603793471 Global Id: T0603793471 Status: Open - Site Assessment Status Date: 05/12/2002 Global Id: T0603793471 Status: Open - Case Begin Date Status Date: 0511212002 Global Id: T0603793471 Status: Completed - Case Closed Status Date: 05/1412002 Regulatory Activities: T0603793471 Global Id: T0603793471 Action Type: Other Date: 01/01/1950 Action: Leak Reported Global Id: T0603793471 Action Type: REMEDIATION Date: 01/0111950 Action: Not reported Global Id: T0603793471 Action Type: ENFORCEMENT Date: 06/14/2002 Action: ClosurelNo Further Action Leiter Global Id: T0603793471 Action Type: Other Date: 01/01/1950 Action: Leak Discovery SWEEPS UST: Status: Active Comp Number. 9648 Number. 9 Board Of Equalization: 44-000074 Referral Date: 06-30-89 Action Date: Nat reported Created Date: 06-30-89 Owner Tank Id: Not reported SWRCB Tank ld: 19-000-009648-000001 Tank Status: A Capacity: Not reported Active Date: 06-30-89 Tank Use: UNKNOWN STG: W EDR ID Number EPA ID Number S104575267 TC4001689.2s Page 47 Map ID Direction Distance Elevation MAP FINDINGS EDR ID Number Site Database(s) EPA ID Number RAMEREZ SHELL AUTO CARE (Continued) Content Number Of Tanks: Status: Comp Number. Number. Board Of Equalization: Referral Date: Action Date: Created Date: Owner Tank Id: SWRCB Tank Id: Tank Status: Capacity: Active Date: Tank Use: STG: Content Number Of Tanks: Status: Comp Number. Number. Board Of Equalization: Referral Date: Action Date: Created Date: Owner Tank Id: SWRCB Tank Id: Tank Status: Capacity: Active Date: Tank Use: STG: Content: Number Of Tanks: Status: Comp Number. Number: Board Of Equalization: Referral Date: Action Date: Created Date: Owner Tank Id: SWRCB Tank Id: Tank Status: Capacity: Active Date: Tank Use: STG: Content Number Of Tanks: Not reported 4 Active 9648 9 44-000074 46-30-89 Not reported 06-30-89 Nat reported 19-000-009648-000002 A Not reported 06-30-89 UNKNOWN W Not reported Not reported Active 9648 9 44-000074 06-30-89 Not reported 06-30,89 Not reported 19-000-0496484X00003 A Not reported 06-3459 UNKNOWN W Nat reported Not reported Active 9648 9 44-000074 06-00-89 Not reported 06-00-89 Not reported 19-000-009648-000004 A Not reported 06-3459 UNKNOWN W Not reported Not reported LOS ANGELES CO. HMS: Region: LA Facility Id: 009807-026363 S104575267 TC4001689,2s Page 48 Map 1D MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RAMEREZ SHELL AUTO CARE (Continued) Facility Type: TO Facility Status: Removed Area: 3X Permit Number: 000227631 Permit Status: Removed B10 South 3660 PUENTE AVE 118-114 BALDWIN PARK, CA 91706 0.162 mi. 858 ft. Site 6 of 8 In cluster B Relative: ED R Historical Auto Stations: Lower Name: GONZALEZ BROTHERS AUTO Year. 2005 Actual: Address: 3660 PUENTE AVE 372 ft. Name: GONZALEZ BROTHERS AUTO Year: 2006 Address: 3660 PUENTE AVE Name: GONZALEZ BROTHERS AUTO Year. 2007 Address: 3660 PUENTE AVE Name: GONZALEZ BROTHERS AUTO Year. 2009 Address: 3660 PUENTE AVE Name: GONZALEZ BROTHERS AUTO Year 2010 Address: 3660 PUENTE AVE Name: GONZALEZ BROTHERS AUTO Year. 2011 Address: 3660 PUENTE AVE Name: GONZALEZ BROTHERS AUTO Year. 2012 Address: 3660 PUENTE AVE 5104575267 EDR US Hist Auto Stat 1016451680 NIA B11 PETROMAX UST U0040"S" South 3660 PUENTE AVE NIA 118-114 BALDWIN PARK, CA 91706 0.162 mi. 858 fL Site 7 of 8 in cluster B Relative: UST: Lower Facility ID: 32627 Latitude: 34.080226 Actual: Longitude: -117.951045 372 ft. Permitting AgencyLOS ANGELES COUNTY TC40016892s Page 49 Map ID Direction Distance Elevation Site B12 South 118-114 0.162 mi. 858 flL Relative: Lower Actual: 372 ft. SYLVAN JACQUES 3660 PUENTE AVE BALDWIN PARK, CA 91706 Site 8 of 8 in cluster B HIST UST: Region: Facility ID: Facility Type. Other Type: Total Tanks: Contact Name: Telephone: Owner Name: Owner Address: Owner City,St,Zip: MAP FINDINGS STATE 00000061371 Gas Station Not reported 0001 LEO RAMIREZ 8189601660 SYLVAN & MURIEL JACQUES 3660 NORTH PUENTE BALDWIN PARK, CA 91706 Tank Num: 001 Container Num: 1 Year Instelled: 1984 Tank Capacity. 00010000 Tank Used for. PRODUCT Type of Fuel: UNLEADED Tank Construction: 114 inches Leak Detection: Stock Inventor, Groundwater Monitoring Well, 10 EDR ID Number Database(s) EPA ID Number HIST UST U001568815 NIA 13 A -ALLOVER LOCK & SAFE WIP 5106767157 SSE 14922 PACIFIC AVE NIA 118-114 BALDWIN PARK, CA 91706 0.181 mi. 957 ft. Relative: WIP: Higher Region: 4 File Number. 108.1433 Actual: File Status: Historical 374 & Staff: UNIDENTIFIED Facility Suite: Not reported C14 OCCUPANT SE 14937 PACIFIC AVE 118-1I4 BALDWIN PARK, CA 91706 0.225 mi. 1186 ft. Site 1 of 2 in cluster C Relative: WIP: Higher Region: 4 File Number. 108.1434 Actual: File Status: Historical 374 ft Staff DRASMUSS Facility Suite: 112 WIP 5107257162 NIA TC4001689.2s Page 50 Map ID Direction Distance Elevation 15 West 118-114 0.226 mi. 1195 ft. Relative: Lower Actual: 365 ft Site 3727 STICHMAN AVE BALDWIN PARK, CA 91706 EDR Historical Cleaners: Name: Year. Address: Name: Year. Address: MAP FINDINGS ALDOS CARPET CLEANERS 2007 3727 STICHMAN AVE ALDOS CARPET CLEANERS 2008 3727 STICHMAN AVE EDR ID !Number Database(s) EPA ID Number EDR US Hist Cleaners 1015050932 NIA C16 OCCUPANT WIP 5106767159 SE 14944 PACIFIC AVE NIA 118-114 BALDWIN PARK, CA 91706 0.227 mi. 1197 ft. Site 2 of 2 In cluster C Relative: WIP: Higher Region: 4 File Number. 108.1435 Actual: File Status: Historical 374 ft. Staff. DRASMUSS Facility Suite: Not reported 17 BALDWIN PARK HIGH SCHOOL AUTO CENTER PROJECT SCH 5107735884 NE 3900 PUENTE AVE NPDES NIA 114-112 BALDWIN PARK, CA 91706 ENVIROSTOR 0.256 mi. 1353 ft. Relative: SCH: Higher Facility ID: 19010016 Actual: Site Type: School Investigation 385 ft. Site Type Detail: School Site Mgmt. Req.: NONE SPECIFIED Acres: 0.6 National Priorities List NO Cleanup Oversight Agencies: SMBRP Lead Agency: SMBRP Lead Agency Description: DTSC - Site Cleanup Program Project Manager. Not reported Supervisor: Javier Hinojosa Division Branch: Southern California Schools & Brownfields Outreach Site Code: 304242 Assembly: 48 Senate: 24 Special Program Status: Not reported Status: Inactive - Action Required Status Date: 03/16/2001 Restricted Use: NO Funding: School District Latitude: 34.08477 Longitude: -117.9471 TC40016892s Page 51 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BALDWIN PARK HIGH SCHOOL AUTO CENTER PROJECT (Continued) APN: 8438001904 Past Use: SCHOOL - HIGH SCHOOL Potential COC: Arsenic Confirmed COC: Arsenic Potential Description: SOIL Alias Name: BALDWIN PARK HIGH SCHOOL EXPANSION Alias Type: Aitemate Name Alias Name: BALDWIN PARK UNIFIED SCHOOL_ DISTRICT Alias Type: Alternate Name Alias Name: BALDWIN PRK UNFD SCHL BLOWN PRK 14S EXPAN Alias Type: AEtemate Name Alias Name: 8438001904 Alias Type: APN Alias Name: 304242 Alias Type: Project Code (Site Code) Alias Name: 19010016 Alias Type: Envirostor ID Number Completed Info: Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Cost Recovery Closeout Memo Completed Date: 03/18/2001 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Environmental Oversight Agreement Completed Date: 02/2712001 Comments: Not reported Future Area Name: Not reported Future Sub Area Name: Nat reported Future Document Type: Not reported Future Due Date: Not reported Schedule Area Name: Not reported Schedule Sub Area Name: Not reported Schedule Document Type: Not reported Schedule Due Date: Not reported Schedule Revised Date: Not reported NPDES: Npdes Number. Facility Status: Agency Id: Region: Regulatory Measure Id: Order No: Regulatory Measure Type: Place Id: WDID: Program Type: Adoption Date Of Regulatory Measure: Effective Date Of Regulatory Measure: Expiration Date Of Regulatory Measure: Termination Date Of Regulatory Measure: Discharge Name: CAS000002 Terminated 0 4 400866 2009-0009-DWO Enrollee Not reported 4 190356781 Construction Not reported 11/23/2009 Not reported 06/01/2011 Baldwin Park Unified School District S107735881 TC4001689.2s Page 52 Map ID MAP FINDINGS Direction Distance Elevation Site Database(s) BALDWIN PARK HIGH SCHOOL AUTO CENTER PROJECT (Continued) Discharge Address: 3699 Holly Avenue Discharge City: Baldwin Park Discharge State: Califomia Discharge Zip: 91706 ENVIROSTOR: Facility ID: 19010016 Status: Inactive - Action Required Status Date: 03/16/2001 Site Code: 304242 Site Type: School Investigation Site Type Detailed: School Acres: 0.6 NPL: NO Regulatory Agencies: SMBRP Lead Agency: SMBRP Program Manager. Not reported Supervisor: Javier Hinojosa Division Branch: Southern California Schools & Brownfields Outreach Assembly: 48 Senate: 24 Special Program: Not reported Restricted Use: NO Site Mgmt Req: NONE SPECIFIED Funding: School District Latitude: 34.08477 Longitude: -117.9471 APN: 8438001904 Past Use: SCHOOL - HIGH SCHOOL Potential COC: Arsenic Confirmed COC: Arsenic Potential Description: SOIL Alias Name: BALDWIN PARK HIGH SCHOOL EXPANSION Alias Type: Altemate Name Alias Name: BALDWIN PARK UNIFIED SCHOOL DISTRICT Alias Type: Alternate Name Alias Name: BALDWIN PRK UNFD SCHL BLDWN PRK HS EXPAN Alias Type: Alternate Name Alias Name: 8438001904 Alias Type: APN Alias Name: 304242 Alias Type: Project Code (Site Code) Alias Name: 19010016 Alias Type: Envirostor ID Number Completed Info: Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Cost Recovery Closeout Memo Completed Date: 03116/2001 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Environmental Oversight Agreement Completed Date: 02/2712001 Comments: Not reported EDR ID Number EPA ID Number S107735881 TC4001689.2s Page 53 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BALDWIN PARK HIGH SCHOOL, AUTO CENTER PROJECT (Continued) 5107785881 Future Area Name: Not reported Future Sub Area Name: Not reported Future Document Type: Not reported Future Due Date: Not reported Schedule Area Name: Not reported Schedule Sub Area Name: Not reported Schedule Document Type: Not reported Schedule Due Date: Not reported Schedule Revised Date: Not reported 18 SOUTHERN PACIFIC43ALDWIN PARK HIST CORTESE S101295586 NNW 3925 DEPOT ST LUST - NIA 19-112 BALDWIN PARK, CA 91706 0.440 mi. 2321 ft. Relative: HISTCORTESE: Higher Region: CORTESE Facility County Code: 19 Actual: Reg By: LTNKA 384 ft. Reg Id, R-12358 LUST REG 4: Region: 4 Regional Board: 04 County Los Angeles Facility I& R-12358 Status: Case Closed Substance: 1 Substance Quantity: Not reported Local Case No: Not reported Case Type: Soil Abatement Method Used at the Site: Not reported Global 10: T0603705119 W Global ID: Not reported Staff: UNK Local Agency: 19000 Cross Street: Not reported Enforcement Type: Not reported Date Leak Discovered: 3/28/1988 Date Leak Fust Reported: 6113/1988 Date Leak Record Entered: 715/1988 Date Confirmation Began: Not reported Date Leafs Stopped: 3/28/1988 Date Case last Changed on Database: 7/5/1988 Date the Case was Closed: 9/14/1989 How Leak Discovered: Tank Closure How Leak Stopped: Not reported Cause of Leak: LINK Leak Source: LINK Operator: SOUTHERN PACIFIC Water System: Not reported Well Name: Not reported Approx. Dist To Production Well (ft): 771.78763249306686002456329979 Source of Cleanup Funding: LINK Preliminary Site Assessment Workplan Submitted: Not reported Preliminary Site Assessment Began: Not reported TC4001689.2s Page 54 Map 10 Direction Distance Elevation MAP F[NDINGS Site EDR ID Number Database(s) EPA ID Number SOUTHERN PACIFIC43ALDWIN PARK (Continued) 5101295586 HIST CORTESE: Region: CORTESE Facility County Cade: 19 Reg By: LTNKA Reg Id: R-12669 TC4001689.2s Page 55 Pollution Characterization Began: Not reported Remediation Plan Submitted: Not reported Remedial Action Underway: Not reported Post Remedial Action Monitoring Began: Not reported Enforcement Action Date: Not reported Historical Max MTBE Date: Not reported Hist Max MTBE Conc in Groundwater Not reported Hist Max MTBE Conc in Soil: Not reported Significant interim Remedial Action Taken: Not reported GW Qualifier. Not reported Soil Qualifier Not reported Organization: Not reported Owner Contact: Not reported Responsible Party: SOUTHERN PACIFIC RP Address: 1 MARKET PLAZA RM 1007, SAN FRANCISCO, CA 91706 Program: LUST LaULong: 34.085172914 Local Agency Staff. Not reported Beneficial Use: Not reported Priority: Not reported Cleanup Fund Id: Not reported Suspended: Not reported Assigned Name: Not reported Summary: Not reported D19 BALDWIN PARK TRANSIT CENTER PARKING STRUCTURE NPOES 8104160110 NW 14403 EAST PACIFIC AVENUE HIST CORTESE NIA 114-112 BALDWIN PARK, CA 91706 0.467 mi. 2467 ft Site 1 of 2 in cluster D Relative: NPDES: Higher Npdes Number: CAS000002 Facility Status.: Active Actual: Agency Id. 0 378 ft. Region: 4 Regulatory Measure Id: 425992 Order No: 2009-0009-DWQ Regulatory Measure Type: Enrollee Place id: Not reported WDID: 4 19C364273 Program Type: Construction Adoption Date Of Regulatory Measure: Not reported Effective Date Of Regulatory Measure: 08103/2012 Expiration Date Of Regulatory Measure: Not reported Termination Date Or Regulatory Measure: Not reported Discharge Name: City of Baldwin Park Discharge Address: 14403 Pacific Avenue Discharge City: Baldwin Park Discharge State: Califomia Discharge Zip: 91706 HIST CORTESE: Region: CORTESE Facility County Cade: 19 Reg By: LTNKA Reg Id: R-12669 TC4001689.2s Page 55 Map ID Direction Distance Elevation Site MAP FINDINGS EDR ID Number Database(s) EPA ID Number D20 CITY OF BALDWIN PARK LUST U001568736 NW 14403 PACIFIC AVE E HIST UST N/A 114-1/2 BALDWIN PARK, CA 91706 SWEEPS UST 0.467 mi. WIP 2467 ft. Site 2 of 2 in cluster D LOS ANGELES CO. HMS EAR Relative: Higher LUST: Region. STATE Actual: Global Id: 70603705154 378 ft. Latitude: 34.0854209 Longitude: -117.959443 Case Type: LUST Cleanup Site Status: Completed - Case Closed Status Date: 09/28/1999 Lead Agency: LOS ANGELES COUNTY Case Worker. JOA Local Agency: LOS ANGELES COUNTY RB Case Number. R-12669 LOC Case Number. Not reported File Location: Not reported Potential Media Affect: Soil Potential Contaminants of Concern: Diesel Site History: Not reported Click here to access the California GeoTracker records for this facility: Contact: Global Id: T0603705154 Contact Type: Local Agency Caseworker Contact Name: JOHN AWUJO Organization Name: LOS ANGELES COUNTY Address: 900 S FREMONT AVE W. ALHAMBRA Email: jam*@dpw.iacounty.gov Phone Number 6264583507 Global ld: T0603705154 Contact Type: Regional Board Caseworker Contact Name: YUE RONG Organization Name: LOS ANGELES RWQCB (REGION 4) Address: 320 W. 4TH ST., SUITE 200 City. Los Angeles Email: yrong@waterboards.ca.gov Phone Number. Not reported Status Hlstory: Global Id: T0603705154 Status: Open - Case Begin Date Status Date: 01/20/1993 Global Id: T0603705154 Status: Completed - Case Closed Status Date: 09128/1999 Regulatory Activities: Global Id: T0603705154 Action Type: Other Data: 01/0111950 TC4001689.2s Page 56 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CITY OF BAL DWIN PARK (Continued) 0001568736 Action: Leak Reported Global Id: T0603705154 Action Type: Other Date: 01/01/1950 Action: Leak Discovery LUST REG 4: Region: 4 Regional Board: 04 County: Los Angeles Facility Id: R-12669 Status: Case Closed Substance: Diesel Substanoe Quantity: Not reported Local Case No: Not reported Case Type: soil Abatement Method Used at the Site: No Aeon Required Global 10: T0603705154 W Global ID: Not reported Staff: LINK Local Agency: 19000 Cross Street: RAMONA BLVD Enforcement Type: Not reported Date Leak Discovered: 1/2011993 Date Leak First Reported: 1/2611993 Date Leak Record Entered: 2120/1993 Date Confirmation Began: Not reported Date Leak Stopped: Not reported Date Case Last Changed on Database: 9/28/1999 Date the Case was Closed: 9/28/1999 How Leak Discovered: OM How Leak Stopped: Not reported Cause of Leak: Not reported Leak Source: Piping Operator Not reported Water System: Not reported Well Name: Not reported Approx. Dist To Production Well (ft): 1868.938792381165422891730652 Source of Cleanup Funding: Piping Preliminary Site Assessment Workplan Submitted: Not reported Preliminary Site Assessment Began: Not reported Pollution Characterization Began: Not reported Remediation Plan Submitted: Not reported Remedial Action Underway: Not reported Post Remedial Action Monitoring Began. Not reported Enforcement Action Date: Not reported Historical Max MTBE Date: Not reported Hist Max MTBE Cone in Groundwater. Not reported Hist Max MTBE Cone in Soil: Not reported Significant Interim Remedial Action Taken: No GW Qualifier. Not reported Soil Qualifier: Not reported Organization: Not reported Owner Contact: Not reported Responsible Party: CITY OF BALDWIN PARK TC4001689.2s Page 57 Map ID Direction Distance Elevation Site CITY OF BALDWIN PARR (Continued) RP Address: Program: Lat/Long: Local Agency Staff: Beneficial Use: Priority: Cleanup Fund Id: Suspended: Assigned Name: Summary: HIST UST: Region: Facility ID: Facility Type: Other Type: Total Tanks: ContaiA Name: Telephone: Owner Name: Owner Address: Owner City,StZip: Tank Num: Container Num: Year installed: Tank Capacity: Tank Used for: Type of Fuel: Tank Construrfion: Leak Detection: MAP FINDINGS 14403 E PACIFIC AVE, BALDWIN PARK, CA 91706 LUST 34.0853551-1 Not reported Not reported Not reported Not reported Not reported Not reported OLD CASE #032993-14 STATE 00000065284 Other CITY HALL 0001 Not reported 8189603993 CITY OF BALDWIN PARK 14403 E. PACIFIC AVENUE BALDWIN PARK, CA 91706 001 1 1978 00005000 PRODUCT DIESEL Not reported Visual, Stock Inventor SWEEPS UST: Status: Comp Number. Number: Board Of Equalbotion: Referral Date. Action Date: Created Date: Owner Tank Id: SWRCB Tank Id: Tank Status: Capacity: Active Date: Tank Use: STG: Content: Number Of Tanks: Active 12669 9 44-009873 06-30-89 Not reported 06-30-89 Not reported 19-000-012669-000001 A Nat reported 06-30-89 UNKNOWN W Not reported 1 W IP: Region: 4 File Number 108.1586 File Status: Historical Staff: WL1U Facility Suite: Not reported EDR ID Number Database(s) EPA ID Number U001568736 TC4001689.2s Page 58 Map ID Direction Distance Elevation Site MAP FINDINGS CITY OF BALDWIN PARK (Continued) LOS ANGELES CO. MMS: Region: LA Facility Id: 012514-012669. Facility Type: TO Facility Status: Permit Area: 3X Permit Number: 000044947 Permit Status: Permit Region: LA Facility Id: 012514-040460 Facility Type: Not reported Facility Status: OPEN Area: 3X Permit Number Not reported Permit Status: Not reported Region: LA Facility Id: 016979-022799 Facility Type: Not reported Facility Status: OPEN Area: 3X Permit Number Not reported Permit Status: Not reported EMI: LA CO DEPT OF PUBLIC WORKS Year. 1990 County Code: 19 Air Basin: Sc Facility ID: 48810 Air District Name: SC SIC Code: 9199 Air District Name: SOUTH COAST AQMD Community Health Air Pollution Info System: Not reported Consolidated Emission Reporting Rule: Not reported Total Organic Hydrocarbon Gases TonslYr. 0 Reactive Organic Gases TonsfYr. 0 Carbon Monoxide Emissions Tons/Yr. 0 NOX - Oxides of Nitrogen Tons/Yr 0 SOX - Oxldes of Sulphur TonslYr. 0 Particulate Matter7ons/Yr. 0 Part. Matter 10 Micrometers & SmHr Tons/Yr: 0 E21 LA CO DEPT OF PUBLIC WORKS North 14747 RAMONA BLVD E 114-112 BALDWIN PARK, CA 91706 0.489 mi. 2580 ft. Site 1 of 3 in cluster E Relative: LUST: Higher Region: Global Id: Actual: Latitude: 391 ft. Longitude: Case Type: Status: Status Date: STATE T0603700168 34.088742 -117.953969 LUST Cleanup Site Completed - Case Closed 10/1611996 EDR ID Number Database(s) EPA ID Number U001568736 LUST S102432383 N/A TC4001689.2s Page 59 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database{s) EPA ID Number LA CO DEPT OF PUBLIC WORKS (Continued) 5102432383 Lead Agency: LOS ANGELES RWQCB (REGION 4) Case Worker: YR Local Agency: LOS ANGELES COUNTY RB Case Number. 108.0012 LOC Case Number. Not reported File Location: Not reported Potential Media Affect Soil Potential Contaminants of Concern: Gasoline Site History: Not reported Click here to access the California GeoTracker records for this facility: Contact TOW3700168 Global Id: T0603700168 Contact Type: Regional Board Caseworker Contact Name: YUE RONG Organization Name: LOS ANGELES RWQCB (REGION 4) Address: 320 W. 4TH ST., SUITE 200 City: Los Angeles Email: yrong@waterboards.ca.gov Phone Number. Not reported Global Id: TOW3700168 Contact Type: Local Agency Caseworker Contact Name: JOHN AWUJO Organization Name: LOS ANGELES COUNTY Address: 900 S FREMONT AVE City. ALHAMBRA Entail: jawujo@dpw.lacounty.gov Phone Number: 6264583507 Status History: Global Id: T0603700168 Status: Completed - Case Closed Status Date: 10/16/1996 Global Id: T0603700168 Status: Open - Site Assessment Status Date, 02/1211992 Global Id: 70603700168 Status: Open - Site Assessment Status Date: 0 212 311 995 Global Id: 70603700168 Status: Open - Case Begin Date Status Date: 01/15/1992 Regulatory Activities: Global Id: T0603700168 Action Type: Other Date: 01/0111950 Action: Leak Stopped Global Id: T0603700168 Action Type: Other Date: 01/0111950 TC4001689.2s Page 60 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number LA CO DEPT OF PUBLIC WORKS (Continued) 8102432383 Action: Leak Discovery Global Id: T0603700168 Action Type: Other Date: 0110111950 Action: Leak Reported LUST REG 4: Region: 4 Regional Board: 04 County: Los Angeles Facility 1d: 108.0012 Status: Case Closed Substance: Gasoline Substance Quantity: Not reported Local Case No: Not reported Case Type: Soil Abatement Method Used at the Site: Not reported Global ID: T0603700168 W Global ID: Not reported Staff LINK Local Agency: 19000 Cross Street: SADILLO ST Enforcement Type. Nat reported Date Leak Discovered: 1/22/1992 Date Leak First Reported: 2!1211992 Date Leak Record Entered: 3/3111992 Date Confirmation Began: Not reported Date Leak Stopped: 1/15/1992 Date Case Last Changed on Database: 8/3111995 Date the Case was Closed: 10/16/1996 How Leak Discovered: OM How Leak Stopped: Not reported Cause of Leak: LINK Leak Source: LINK Operator: OLD CASE #040392-12 Water System: Not reported Well Name: Not reported Approx. Dist To Production Well (it): 2614.9726374397851393601229419 Souros of Cleanup Funding: UNK Preliminary Site Assessment Workplan Submitted: Not reported Preliminary Site Assessment Began: 2112/1992 Pollution Characterization Began: 2/23/1995 Remediation Plan Submitted: Not reported Remedial Action Underway: Not reported Post Remedial Action Monitoring Began: Not reported Enforcement Action Date: Not reported Historical Max MTBE Date: Not reported Hist Max MTBE Conc in Groundwater: Not reported Hist Max MTBE Conc in Soil: Not reported Significant Interim Remedial Action Taken: Not reported GW Qualifier: Not reported Soil Qualifier: Not reported Organization: Not reported Owner Contac: Not reported Responsible Party. LA CO. DPW TC4001689.2s Page 61 Map ID MAP FINDINGS Direction Distance Elevation Site LA CO DEPT OF PUBLIC WORKS (Continued) RP Address: SAME AS SITE Program: LUST LatfLong: 34.08777091-1 Local Agency Staff: Not reported Beneficial Use: Not reported Priority. Not reported Cleanup Fund Id: Not reported Suspended: Not reported Assigned Name: Not reported Summary. CASE IS IN THE SAN GABRIEL VALLEY WIP. E22 LA CO DEPT OF PUBLIC WORK North 14747 RAMONA 1I4-112 BALDWIN PARK, CA 91706 0.489 mi. 2580 ft. Site 2 of 3 In cluster E Relative: HIST CORTESE: Higher Region: Facility County Code: Actual: Reg By: 391 ft. Reg Id: E23 BALDWIN PARK ROAD YARD North 14747 E RAMONA BLVD IW112 BALDWIN PARK, CA 91706 0.489 mi. 2580 fi. Site 3 of 3 In cluster E Relative: SWF/LF (SWIS): Higher Region: Facility ID: Actual. Lat/Long: 391 fit Owner Name: Owner Telephone: Owner Address: Owner Address2: Owner City,St Zip: Operational Status: Operator: Operator Phone: Operator Address: Operator Address2: Operator City,St Zip: Permit Date: Permit Status: Permitted Acreage: Activity: Regulation Status: Landuse Name: GIS Source: Category. Unit Number. Inspection Frequency: Accepted Waste: Closure Date: CORTESE 19 LTNKA 108.0012 STATE 19 -AA -0402 34.0890300 1-117.95385 Los Angeles Co Public Works Road M. Div 6264583981 Not reported P.O. Box 1460 Alhambra, CA 91802-1460 Active Los Angeles Ca Public Works Road M. Div 6264583981 Not reported P.O. Box 1460 Alhambra, CA 91802-1460 04/29/2003 Notification Not reported Limited Volume Transfer Operation Notification Not reported Map Transfer/Processing 01 Quarterly Construction/demolition,Mixed municipal Not reported EDR ID Number Database(s) EPA ID Number 5102432383 HIST CORTESE S103958785 NIA SWFILF S105964547 LUST NIA LA Co. Site Mitigation LOS ANGELES CO. HMS TC40016892s Page 62 Map ID MAP FINDINGS Direction Distance EDR 1D Number Elevation Site Database(s) EPA ID Number BALDWIN PARK ROAD YARD (Continued) Closure Type: Not reported Disposal Acreage: Not reported SWIS Num: 19 -AA -M2 Waste Discharge Requirement Num: Not reported Program Type: Not reported Permitted Throughput with Units: 10 Actual Throughput with Units: Cu Yards/day Permitted Capacity with Units: 2400 Remaining Capacity: Not reported Remaining Capacity with Units: Cu Yards/year LUST: Region: Global Id: Latitude: Longitude: Case Type: Status: Status Date: Lead Agency: Case Worker Local Agency: RB Case Number. LOC Case Number File Location: Potential Media Affect: Potential Contaminants of Concern: Site History: STATE T100000DO501 34..0832995 -117.97315 LUST Cleanup Site Completed - Case Closed 11118!2008 LOS ANGELES COUNTY JOA LOS ANGELES COUNTY Not reported 010746-010701 Not reported Not reported Lead, Waste Oil 1 Motor 1 Hydraulic 1 Lubricating Not reported Click here to access the California GeoTracker records for this facility: Contact Global ld: T100000O0501 Contact Type: Local Agency Caseworker Contact Name: JOHN AWUJO Organization Name: LOS ANGELES COUNTY Address: 900 S FREMONT AVE City: ALHAMBRA Email: jawujo@dpw.lecounty.gov Phone Number. 6264583507 Status History: Global W T10000000501 Status: Open - Site Assessment Status Date: 11/18/2008 Global Id: T10000000501 Status: Compieted - Case Closed Status Date: 11/18/2008 Global Id: T10000000501 Status: Open - Case Begin Date Status Date: 09112/2008 Regulatory Activities: Global Id: 710000000501 S105964647 TC4001689.2s Page 63 Map ID Direction Distance Elevation MAP FINDINGS EDR ID Number Site Database(s) EPA ID Number BALDWIN PARK ROAD YARD (Continued) Action Type: Date: Action: Global Id: Action Type: Date: Action: Global Id: Action Type: Date: Action: LA Co. Site Mitigation: Facility ID: FACO21519 Sile ID: SDO011442 Jurisdiction: County Case ID: R0001 1442 Abated: Not reported Assigned To: Not reported Entered Date: 05/11/2004 LOS ANGELES CO. HMS: Region: LA Facility Id: 010746-055353 Facility Type: Not reported Facility Status: OPEN Area: 3X Permit Number. Not reported Permit Status: Not reported Other 0110111950 Leak Discovery T10000000501 Other 01/01/1950 Leak Reported Ti0000000501 ENFORCEMENT 02110/2011 Closure/No Further Action Letter 24 BALDWIN PARK (SAN GABRIEL VALLEY SUPERFUND SITE) NW COVERS PORTIONS OF CITIES OF AZUSA, IRWINDALE, BALDWIN PARK 1124 BALDWIN PARK, CA 91706 0.553 mi. 2922 iL Relative: CORTESE: Higher Region: Envirostor Id: Actual: Site/Facillty Type: 380 R- Cleanup Status: Status Date: Site Code: Latitude: Longitude: Owner: Enf Type: Swat R: Flag: Order No: Waste Discharge System No: Effective Date: Region 2: WID Id: CORTESE 60001336 FEDERAL SUPERFUND - LISTED ACTIVE 05/25/2010 34.086786 -117.96020 Not reported Not reported Not reported export Not reported Not reported Not reported Not reported Not reported SIOSQ64547 Cortese S110653116 ENVIROSTOR N/A TC4001689.2s Page 64 Map 1D Direction Distance Elevation MAP FINDINGS Site BALDWIN PARK (SAN GABRIEL VALLEY SUPERFUND SITE) (Continued) Solid Waste Id No: Not reported Waste Management UK Name: Not reported EDR ID Number Database(s) EPA ID Number S110653116 ENVIROSTOR: Facility ID: 66001336 Status: Active Status Date: 05/2512010 Site Code: 300345 Site Type: Federal Superfund Site Type Detailed: State Response or NPL Acres: 6400 NPI.: YES Regulatory Agencies: SMBRP, RWQCB 4 - Los Angeles, US EPA Lead Agency: US EPA Program Manager. ]Cate Burger Supervisor: Ajit Vaidya Division Branch: Cleanup Sacramento Assembly: 48 Senate: 24 Special Program: Not reported Restricted Use: NO Site Mgmt Req: NONE SPECIFIED Funding: Joint State/Federal-Funded Latitude: 34.08678 Longitude: -117.8602 APN: NONE SPECIFIED Past Use: AEROSPACE MANUFACTURING/MAINTENANCE, AEROSPACE ROCKET TESTING/LAUNCH, DISTRIBUTOR - CHEMICAL, LANDFILL - DOMESTIC, MANUFACTURING - CHEMICALS, MANUFACTURING - ELECTRONIC, MANUFACTURING - METAL, MANUFACTURING -OTHER, TRANSPORTATION -WAREHOUSING, WASTE - INDUSTRIAL TREATMENT FACILITY Potential COC: Perchlorate Tetrachloroethylene {PCE Trichloroethylene (TCE Carbon tetrachloride 1,4 -Dioxane N-Nitrosodimethylamine Confirmed COC: Perchlorate Tetrachloroethylene (PCE 1,4 -Dioxane Carbon tetrachloride Trichloroethylene (TCE N-Nitrosodimethylamine Potential Description: AQUI, OTH, WELL Alias Name: San Gabriel Groundwater Basin (1-4)* Alias Type: Alternate Name Alias Name: 300345 Alias Type: Project Code (Site Code) Alias Name: 19990006 Alias Type: Envirostor 1D Number Alias Name: 60001336 Alias Type: Envirostor ID Number Alias Name: http:/tyosemite.apa.govlr9/sfund/rJsfdocw.nsfi3dec8ba32523684288257426 0743733/0065ed7O4ae95ccc88257007005e941e?Open Document Alias Type: External Website Link I URL Completed Info: Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Master Agreement Completed Date: 03131/2002 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported TC4001689.2s Page 65 Map ID il MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BALDWIN PARK (SAN GABRIEL VALLEY SUPERFUND SITE) (Continued) Completed Document Type: Unilateral Order (USE, RAO. CAO, EPA AO) Completed Date: 02/28/2002 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Consent Decree Completed Date: 01113/2006 Comments: This Consent Decree was entered with the District Court on 1211312005. DTSC received payment of$111,997 in payment for past response costs under this settlmer t agreement. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Tyree: Consent Decree Completed Date: 12/15/2005 Comments: Settlement Agreement Entered with U.S. District Court on 12/15/21305 Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type. * Cost Recovery Settlements/Decrees Completed Date: 1110IJ2005 Comments: DTSC received $54,000 under this in payment for the proof of claim it filed for environmental response costs under the October 20, 2004 Bankruptcy proceeding. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Consent Decree Completed Date: 12/1312005 Comments. DTSC will be receiving $75,000 in payment for past response costs under this Consent Decree Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Consent Decree Completed Date: 12/12/2005 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Consent Decree Completed Date: 01/13/2006 Comments: DTSC received $16,050 from Allegiance Healthcare Corp. and $44,138 from Phillip Morris USA Inc. under this Consent Decree. Payments were received on 1111106 from Allegiance, and on 1113106 from Phillip Morris USA, respectively. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: * Cost Recovery SetdementslDecrees Completed Date: 09/17/2002 Comments: Not reported Completed Area Name; PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: * Cost Recovery Settlements/Decrees S110663116 TC4001689.2s Page 66 Map ID MAP FINDINGS Direction Distance Elevation Site Database(s) BALDWIN PARK (SAN GABRIEL VALLEY SUPERFUND SITE) (Continued) Completed Date: 0913012002 Comments: Baldwin Park OU - Payment of DTSC past costs under a small party cashout Agreement dated August 28, 2002. Completed Area Name: SAN GABRIEL VALLEY WATER COMPANY B5 PROJECT Completed Sub Area Name: Not reported Completed Document Type: Remedial Action Completion Report Completed Date: 09/28/2006 Comments: Not reported Completed Area Name: Valley County Water District Project (alta Subarea 1/Arrow Lante) Completed Sub Area Name: Not reported Completed Document Type: Design/Implementation Workplan Completed Date: 08/48/2003 Comments: Not reported Completed Area Name: SAN GABRIEL VALLEY WATER COMPANY B6 PROJECT Completed Sub Area Name. Not reported Completed Document Type: Design/Implementation Workplan Completed Date: 03/31/2003 Comments: BP -B6 Final Design approved by U.S. EPA Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Remedial Action Plan Completed Date: 03131/1994 Comments: U.S. EPA Issues Record of Decision (ROD) for the Baldwin Park OU. Completed Area Name: SAN GABRIEL VALLEY WATER COMPANY B5 PROJECT Completed Sub Area Name: Not reported Completed Document Type: Design/implementation Workplan Completed Date: 09!3012004 Comments: U.S EPA approved final design for the B5 project on 9130/04 Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Record of Decision Completed Date: 03/91/1994 Comments: U.S. EPA issues Record of Decision for Baldwin Park OU on 3131194 Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: 5 Year Review Reports Completed Date: 09/21/2007 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Technical Report Completed Date: 03/3112010 Comments: 2009 Annual Performance Evaluation Report. Completed Area Name: PROJECT WIDE Completed Sub Area. Name: Not reported Completed Document Type: Lang Term Monitoring Report Completed Date: 02/28/2011 Comments: The report was submitted as informational type only document. EDR ID Number EPA ID Number S110653116 TC4001689.2s Page 67 Map ID ii MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BALDWIN PARK (SAN GABRIIEL VALLEY SUPERFt1ND SITE) (Continued) Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Long Term Monitoring Report Completed Date: 01131!2011 Comments: DTSC received the progress report as informational only type document. DTSC is not planning to submit comments unless to address fatal flaws in report. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Record of Decision w/ESD Completed Date: 05/0111999 Comments: ESD Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Long Term Monitoring Report Completed Date: 04/06/2011 Comments: DTSC will be reviewing the 2010 Annual Performance Report for informational type purposes and does not Intend on sending written comments at this time. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Technical Workplan Completed Date: 09/09/2010 Comments: Current Remedy Performance Evaluation Plan (w1 updates since 2004 Version) Completed Area Name: LA Valley County Water District La Puente Project Completed Sub Area Name: Not reported Completed Document Type: Remedial Action Completion Report Completed Date: 09101/2003 Comments: Not reported Completed Area Name: SAN GABRIEL VALLEY WATER COMPANY B6 PROJECT Completed Sub Area Name: Nat reported Completed Document Type: Remedial Action Completion Report Completed Date: 09/01/2004 Comments: Not reported Completed Area Name: Valley County Water District Project (aka Subarea 1/Arrow Lante) Completed Sub Area Name: Not reported Completed Document Type: Remedial Action Completion Report Completed Date: 03/01/2005 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Monitoring Report Completed Date: 08/09/2011 Comments: June 2011 Progress Report submitted as informational only type document. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: 5 Year Review Reports 5110653116 TC4001689.2s Page 68 Map ID Direction Distance Elevation Site MAP FINDINGS EDR ID Number Databases, EPA ID Number BALDWIN PARK (SAN GABRIEL VALLEY SUPERFUND SITE) (Continued) Completed Date: 09124=12 Comments: Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Long Term Monitoring Report Completed Date: 08/0912012 Comments: DTSC sent the USEPA BPOU PM 2011 Performance Monitoring Report comments attached with FYR comments. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Feasibility Study Report Completed Date: 04/02/1993 Comments: Includes RI results Completed Area Name: PROJECT WIDE Completed Sub Area flame: Not reported Completed Document Type: Proposed Plan Completed Date: 05/01/1993 Comments: Proposed Plan Completed Area Name: LA Valley County Water District La Puente Project Completed Sub Area Name: Not reported Completed Document Type. Design/Implementation Workplan Completed Date: 09/26/2002 Comments: Remedial design Completed Area Name: SAN GABRIEL VALLEY WATER COMPANY 135 PROJECT Completed Sub Area Name: Not reported Completed Document Type: Design/Implementation Workplan Completed Date: 09/29/2004 Comments: Remedial Design Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Long Term Monitoring Report Completed Date: 04101/2013 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Technical Report Completed Date: 1011712013 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Other Report Completed Date: 01/27/2014 Comments: Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Consent Decree Completed Date: 04/1112002 Comments: J.H. Mitchell and Sons Distributors, Inc. and Screwmatic 5110653116 TC4001689.2s Page 69 Map ID Direction Distance Elevation MAP FINDINGSLl EDR ID Number Site Database(s) EPA ID Number BALDWIN PARK (SAN GABRIEL VALLEY SUPERFUND SITE) (Continued) 5110653116 Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Consent Decree Completed Date: 07/23/2007 Comments: The settling parties are: Azusa Pipe and Tube Bending Corp., Frederick Tressel, Ronald Tressel, the Trustees of the Tressel Family Trust, the General Services Administration, Department of the Army. Department of Defense, Department of the Navy, Department of the Air Force, and U.S. Army Corps of Engineers. Future Area Name: Future Sub Area Name: Future Document Type: Future Due Date: Schedule Area Name: Schedule Sub Area Name: Schedule Document Type: Schedule Due Date: Schedule Revised Date: PROJECT WIDE Not reported 5 Year Review Reports 2018 Not reported Not reported Not reported Not reported Not reported 25 LUCKY ONE-HOUR CLEANER NW 4138 N. MAINE AVE. 112-1 BALDWIN PARK, CA 91706 0.594 mi. 3134 fL Relative: LA Co. Site Mitigation: Higher Facility ID: FA0017269 Site ID: SD0010015 Actual: Jurisdiction: State 384 ft. Case ID: RO0010015 Abated: Yes Assigned To: Don Thompson Entered Date: 05/11/2004 ENVIROSTOR: Facility ID: Status: Status Date: Site Code: Site Type: Site Type Detailed: Acres: NPL: Regulatory Agencies: Lead Agency. Program Manager: Supervisor: Division Branch: Assembly. Senate: Special Program: Restricted Use: Site Mgmt Req: Funding: Latitude: Longitude: 19720030 Refer: 1248 Local Agency 03/1212004 Not reported Evaluation Evaluation Not reported NO NONE SPECIFIED NONE SPECIFIED Not reported Referred - Not Assigned Cleanup Cypress 57 24 Not reported NO NONE SPECIFIED Not Applicable 0 9 LA Co, Site Mitigation 5106843203 ENVIROSTOR NIA TC4001689.2s Page 70 Map ID MAP FINDINGS Direction Distance Elevation Site LUCKY ONE-HOUR CLEANER (Continued) APN: ATONE SPECIFIED Past Use: NONE SPECIFIED Potential COC: NONE SPECIFIED Confirmed GOC: NONE SPECIFIED Potential Description: NONE SPECIFIED Alias Name: 19720030 Alias Type: Envirostor ID Number Completed Info: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: SB 1248 Notification Completed Date: 02/22/2001 Comments: SB 1248 Los Angeles County Future Area Name: Not reported Future Sub Area Name: Not reported Future Document Type: Not reported Future Due Date: Not reported Schedule Area Name: Not reported Schedule Sub Area Name: Not reported Schedule Document Type: Not reported Schedule Due Date: Not reported Schedule Revised Date: Not reported 26 FORD SPEED PARTS SPC North 4273 AUCTION AVE. 112-1 BALDWN PARK, CA 91706 0.662 mi. 3497 ft. Relative: Notify 65: Higher Date Reported: Not reported Staff Initials: Not reported Actual: Board File Number. Not reported 402 ft. Facility Type: Not reported Discharge Date: Not reported Incident Description: 91706408 EDR ID Number Database(s) EPA ID Number S106843203 Notify 65 5100177999 NIA TC4001689.2s Page 71 C3 C3 Nm czm 4N & CL § ) � / k � V5 ) 2 < in 0 00<0z� <<ep»F»F§] �<�e (W=a: m LL �\(Dw0§0 2z zzo�� m ggroLkj J/\�§�� 2Elk §00 w LL 0E§ vww0 3:R §§))s°e@�'m ato K § ©�d§ § 2§�8@-§_ = Fowwwwom ���xy � Ix S 9999( §W z z z z z « § 2g q❑=oo--- ] / aw��§%t GOVERNMENT RECORDS SEARCHED I DATA CURRENCY TRACKING 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: 10/25/2013 Date Data Arrived at EDR: 11 /1112013 Date Made Active in Reports: 01128/2014 Number of Days to Update: 78 NPL Site Boundaries Source: EPA Telephone: NIA Last EDR Contact: 07/08/2014 Next Scheduled EDR Contact 10/20/2014 Data Release Frequency: Quartedy Sou roes: EPA's Environmental Photographic Interpretation Center (EPIC) Telephone: 202-564-7333 EPA Region 1 Telephone 617-918-1143 EPA Region 3 Telephone 215-814-5418 EPA Region 4 Telephone 404562-8033 EPA Region 5 Telephone 312-886-6686 EPA Region 10 Telephone 206-553-8665 EPA Region 6 Telephone: 214-655-6659 EPA Region 7 Telephone: 913-551-7247 EPA Region 8 Telephone: 303-312-6774 EPA Region 9 Telephone: 415-947-4246 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 oomments 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: 10/25/2013 Date Data Arrived at EDR: 11/11/2013 Date Made Active in Reports: 01128/2014 Number of Days to Update: 78 Source: EPA Telephone: NIA Last EDR Contact: 07/08f2014 Next Scheduled EDR Contact 10/20=14 Data Release Frequency: Quarterly NPL LIENS: Federal Superfund Liens Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of iW, the USEPA has the authority to file liens against real property in order to recover remedial aeon 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 0811512011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: No Update Planned TC4001689.2s Page GR -1 GOVERNMENT RECORDS SEARCHED 1 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: 10125/2013 Date Data Arrived at EDR: 11/11/2013 Date Made Active in Reports: 01/28)2014 Number of Days to Update: 78 Federal CERCUS list Source: EPA Telephone: NIA Last EDR Contact: 07108/2014 Next Scheduled EDR Contact: 10120/2014 Data Release Frequency: Quarterly 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: 10125/2013 Date Data Arrived at EDR: 11/11/2013 Date Made Active in Reports. 02/1312014 Number of Days to Update: 94 Source: EPA Telephone: 703-412-9810 Last EDR Contact 05129/2014 Next Scheduled EDR Contact 09/08/2014 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: 05131/2013 Date Data Arrived at EDR: 0 710 8/20 1 3 Date Made Active in Reports: 12/06/2013 Number of Days to Update: 151 Federal CERCUS NFRAP site List Source: Environmental Protection Agency Telephone: 703-603-8704 Last EDR Contact: 07108P2014 Next Scheduled EDR Contact: 10/20/2014 Data Release Frequency: Varies 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 infomation 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: 10/25/2013 Date Data Arrived at EDR: 11 /11/2013 Date Made Active in Reports: 02/1312014 Number of Days to Update: 94 federal RCRA CORRACTS facli ies list Source: EPA Telephone: 703-412-9810 Last EDR Contact 0312912014 Next Scheduled EDR Contact: 09/08/2014 Data Release Frequency: Quarterly CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handims with RCRA corrective action activity. TC4001689.2s Page GR -2 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING Date of Government Version: 03111/2014 Date Data Arrived at EDR: 03113/2014 Date Made Active in Reports: 04/0912014 Number of Days to Update: 27 Federal RCRA non-CORRACTS TSD facilities list Source: EPA Telephone: 800-424-9346 Last EDR Contact 07/02/2014 Next Scheduled EDR Contact: 10/13/2014 Data Release Frequency: Quarterly RCRA TSDF: RCRA - Treatment, Storage and Disposal RCRAlnfo 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: 03/11/2014 Date Data Arrived at EDR: 03/13/2014 Date Made Active in Reports: 04/09/2014 Number of Days to Update: 27 Federal RCRA generators list Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 07/02/2014 Next Scheduled EDR Contact: 10/13/2014 Data Release Frequency: Quarterly RCRA-LQG: RCRA - Large Quantity Generators RCRAInfo is EPA's comprehensive information system, providing access to data suppofting 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 Idlograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month. Date of Government Version: 03/11/2014 Date Data Arrived at EDR: 0311312014 Date Made Active in Reports: 04109/2014 Number of Days to Update: 27 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 07102/2014 Next Scheduled EDR Contact: 1 011 3/2 01 4 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 infonnation 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: 03/1112014 Date Data Arrived at EDR: 0311312014 Date Made Active in Reports: 04/09/2014 Number of Days to Update: 27 Source: Environmental Protection Agency Telephone: (415) 495-$895 Last EDR Contact 07/02/2014 Next Scheduled EDR Contact: 10/13/2014 Data Release Frequency: Quarterly RCRA-CESQG: RCRA - Conditionally Exempt Small Quantity Generators RCRAlnfo 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 generator 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 leg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Date of Government Version: 03/11/2014 Date Data Arrived at EDR: 03/13/2014 Date Made Active in Reports: 04/09/2014 Number of Days to Update: 27 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact 07102/2014 Next Scheduled EDR Contact: 10/13/2014 Data Release Frequency: Varies TC4001689.2s Page GR -3 GOVERNMENT RECORDS SEARCHED 1 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: 1211712013 Date Data Arrived at EDR: 01/14/2014 Date Made Active in Reports: 01/28/2014 Number of Days to Update: 14 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 06/05/2014 Next Scheduled EDR Contact: 09122/2014 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: 12/17/2013 Date Data Arrived at EDR: 01114/2014 Date Made Active in Reports: 01128/2014 Number of Days to Update: 14 Source: Environmental Protection Agency Telephone: 703-6030695 Last EDR Contact 06/0512014 Next Scheduled EDR Contact: 0912212014 Data Release Frequency: Varies LUCIS: Land Use Control Information System LUCIS oontains records of land use control information pertaining to the former Navy Base Realignment and Closure properties. Date of Government Version: 05/2812014 Date Data Arrived at EDR: 05/3012014 Date Made Active in Reports: 0611712014 Number of Days to Update: 18 Federal ERNS list Source: Department of the Navy Telephone: 843-820-7326 Last EDR Contact 05/1912014 Next Scheduled EDR Contact: 09/01/2014 Data Release Frequency: Varies 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: 09/3011013 Source: National Response Center, United States Coast Guard Date Data Arrived at EDR: 10/01/2013 Telephone: 202-267-2180 Date Made Active in Reports: 12/06/2013 Last EDR Contact 07103=14 Number of Days to Update: 66 Next Scheduled EDR Contact 07/1412014 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 Govemment Version: 06105/2014 Date Data Arrived at EDR: 06/06/2014 Date Made Active in Reports: 07/0912014 Number of Days to Update: 33 State- and tribal - equivalent CERCLIS Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact 06106@014 Next Scheduled EDR Contact: 0811812014 Data Release Frequency: Quarterly TC4001689.2s 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 identifies 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: 06105=14 Source: Department of Toxic Substances Control Date Data Arrived at EDR: 06/06/2014 Telephone: 916-323-3400 Date Made Active in Reports: 07109/2014 Last EDR Contact: 0610612014 Number of Days to Update: 33 Next Scheduled EDR Contact 08/1812014 Data Release Frequency: Quarterly State and tribal landfill andlor 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 nadive facilities or open dumps that failed to meet RCRA Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version: 05119/2014 Source: Department of Resources Recycling and Recovery Date Data Arrived at EDR: 0512 M14 Telephone: 916-341-6320 Date Made Active in Reports: 05/22/2014 Last EDR Contact. 05120/2014 Number of Days to Update: 2 Next Scheduled EDR Contact 09/01/2014 Data Release Frequency: Quarterly State and tribal leaking storage tank lists 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 Source: California Regional Water Quality Control Board Santa Ana Region (8) Date Data Arrived at EAR: 02/15/2005 Telephone: 909-782-4496 Date Made Active in Reports: 03128/2005 Last EDR Contact: 08/15/2/ 011 Number of Days to Update: 41 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency. Varies 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: 0510112014 Date Data Arrived at EDR: 05/01/2014 Date Made Active in Reports: 05/13/2014 Number of Days to Update: 12 Source: State Water Resources Control Board Telephone: see region list Last EDR Contact: 06/17/2014 Next Scheduled EDR Contact 09!2912014 Data Release Frequency: Quarterly LUST REG 9: Leaking Underground Storage Tank Report Orange, Riverside, San Diego courtes. For more current information, please refer to the State Water Resources Control Board's LUST database. Date of Government Version: 03101/2001 Source: California Regional Water Quality Control Board San Diego Region (9) Date Data Arrived at EDR: 04/23/2001 Telephone: 858-637-5595 Date Made Active in Reports: 05/21 MO Last EDR Contact 09/2612011 Number of Days to Update: 26 Next Scheduled EDR Contact: 01/}912012 Data Release Frequency: No Update Planned TC4001689.2s Page GR -5 GOVERNMENT RECORDS SEARCHED t DATA CURRENCY TRACKING 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: 02101 M01 Source: California Regional Water Quality Control Board North Coast (1) Date Data Arrived at EDR: 02/28/2001 Telephone: 707-570-3769 Date Made Active in Reports: 03/2912001 Last EDR Contact: 08/01/2011 Number of Days to Update: 29 Next Scheduled EDR Contact 11/14/2011 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 Source: California Regional Water Quality Control Board San Francisco Bay Region (2) Date Data Arrived at EDR: 10/20/2004 Telephone: 510-622-2433 Date Made Active in Reports: 11/19/2004 Last EDR Contact: 09/1912011 Number of Days to Update: 30 Next Scheduled EDR Contact: 01102/2012 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 Source: California Regional Water Quality Control Board Victorville Branch Office (6) Date Data Arrived at EDR: 06/0712005 Telephone: 760-241-7365 Date Made Active in Reports: 0612912005 Last EDR Contact. 09112/2011 Number of Days to Update: 22 Next Scheduled EDR Contact 12126/2011 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 Govemment Version: 02126/2004 Source: California Regional Water Quality Control Board Colorado River Basin Region (7) Date Data Arrived at EDR: 02/26/2004 Telephone: 760-776-8943 Date Made Active in Reports: 03/24/2004 Last EDR Contact: 08/01/2011 Number of Days to Update: 27 Neat 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. Date of Government Version: 09109/2003 Source: California Regional Water Quality Control Soared Lahontan Region (6) Date Data Arrived at EDR: 09/10/2003 Telephone: 530-542-5572 Date Made Active in Reports: 10/07/2003 Last EDR Contact: 0911212011 Number of Days to Update: 27 Next Scheduled EDR Contact 12126/2011 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, Calveres, EI Dorado, Fresno, Glenn, Kern, Kings, Lake, Lassen, Madera, Marlposa, Merced, Modoc, Napa, Nevada, Placer, Plumes, Sacramento, San Joaquin, Shasta, Solano, Stanislaus, Sutter, Tehama, Tulare, Tuolumne, Yolo, Yuba counties. Date of Government Version: 07/01/2008 Source: California Regional Water Quality Control Board Central Valley Region (5) Date Data Arrived at EDR: 07/22/2008 Telephone: 916-464.4834 Date Made Active in Reports: 07/31/2008 Last EDR Contact 07/0112011 Number of Days to Update: 9 Next Scheduled EDR Contact 10/17/2011 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. TC4001689.2s Page GR -6 GOVERNMENT RECORDS SEARCHED !DATA CURRENCY TRACKING Date of Government Version; 09/07/2004 Source: California Regional Water Quality Control Board Los Angeles Region (4) Date Data Arrived at EDR: 09/07/2004 Telephone: 213-576-6710 Date Made Active in Reports: 10/1212004 Last EDR Contact: 09/06/2011 Number of Days to Update: 35 Next Scheduled EDR Contac: 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 Source: California Regional Water Quality Control Board Central Coast Region (3) Date Data Arrived at EDR: 05/19/2003 Telephone: 805-542-4786 Date Made Active in Reports: 06102/2003 Last EDR Contact 07118/2011 Number of Days to Update: 14 Next Scheduled EDR Contact: 10131!2011 Data Release Frequency: No Update Planned SLIC: Statewide SLIC Cases The SLIC (Splits, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 05101!2014 Source: State Water Resources Control Board Date Data Arrived at EDR: 05/01/2014 Telephone: 866-480-1028 Date Made Active in Reports: 05/1312014 Last EDR Contact. 06117/2014 Number of Days to Update: 12 Next Scheduled EDR Contact 09/29/2094 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, teaks, and similar discharges. Date of Government Version: 0410312003 Source: Califomia Regional Water Quality Control Board, North Coast Region (1) Date Data Arrived at EDR: 04/07/2003 Telephone. 707-576-2220 Date Made Active in Reports: 04/25/2003 Last EDR Contact: 08/0112011 Number of Days to Update: 18 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: 09130/2004 Source: Regional Water Quality Control Board San Francisco Bay Region (2) Date Data Arrived at EDR: 10/20/2004 Telephone: 510-286-0457 Date Made Active in Reports: 11/1912004 Last EDR Contact: 09/19/2011 Number of Days to Update: 30 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 Source: California Regional Water Quality Control Board Central Coast Region (3) Date Data Arrived at EDR: 105/1 812 0 0 6 Telephone: 805-549-3147 Date Made Active in Reports: 06/15/2006 Last EDR Contact: 07118/2011 Number of Days to Update: 28 Next Scheduled EDR Contact 10/3112011 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. TC4001689.2s Page GR -7 GOVERNMENT RECORDS SEARCHED 1 DATA CURRENCY TRACKING Date of Government Version: 11117/2004 Source: Region Water Quality Control Board Los Angeles Region (4) Date Data Arrived at EDR: 1111 812004 Telephone: 213-576-6600 Date Made Active in Reports: 01/04/2005 Last EDR Contact: 07/01/2011 Number of Days to Update: 47 Next Scheduled EDR Contact: 1011712011 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: 04101/2005 Source: Regional Water Quality Control Board Central Valley Region (5) Date Data Arrived at EDR: 04/05/2005 Telephone: 916-464-3291 Date Made Active in Reports. 04/2112005 Last EDR Contact: 09/1212011 Number of Days to Update: 16 Next Scheduled EDR Contact: 12126/2011 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 Source: Regional Water Quality Control Board, Victorvllle Branch Date Data Arrived at EDR-- 05/25/2005 Telephone: 619-241-6583 Date Made Active in Reports: 06116/2005 Last EDR Contact: 08115/2011 Number of Days to Update: 22 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: 09/0712004 Source: California Regional Water Quality Control Board, Lahontan Region Date Data Arrived at EDR: 09107/2004 Telephone: 530-542-5574 Date Made Active in Reports: 1011212004 Last EDR Contact: 08/1512011 Number of Days to Update: 35 Next Scheduled EDR Contact 11128/2011 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: 1112412004 Source: California Regional Quality Control Board, Colorado River Basin Region Date Data Arrived at EDR: 11/29/2004 Telephone: 760-346-7491 Date Made Active in Reports: 01/04/2005 Last EDR Contact: 08/01/2011 Number of Days to Update: 36 Next Scheduled EDR Contact 11/14/2011 Data Release Frequency: No Update Planned SLIC REG 8: Spills, Leaks, Investigation & Cleanup Cast 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: 04103/2008 Source: Caltibmia Region Water Quality Control Board Santa Ana Region (8) Date Data Arrived at EDR: 04/03/2008 Telephone: 951-782-3298 Date Made Active in Reports: 04114/2008 Last EDR Contact 09112/2011 Number of Days to Update: 11 Next Scheduled EDR Contact 12QW011 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. TC4001689.2s Page GR -8 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING Date of Government Version: 09110/2007 Source: California Regional Water Quality Control Board San Diego Region (9) Date Data Arrived at EDR: 09/11/2007 Telephone: 858-167-2980 Date Made Active in Reports: 09/2812007 Last EDR Contact: 08108/2011 Number of Days to Update: 17 Next Scheduled EDR Contact: 11121/2011 Data Release Frequency: Annually 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: 05/12/2014 Date Data Arrived at EDR: 05/12/2014 Date Made Active in Reports: 06/1712014 Number of Days to Update: 36 Source. EPA, Region 5 Telephone: 312-886-7439 Last EDR Contact: 04/2812014 Next Scheduled EDR Contact 08/11/2014 Data Release Frequency: Vades 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 Source: Environmental Protection Agency Date Data Arrived at EDR: 03/01/2013 Telephone: 415-972-3372 Date Made Active in Reports: 0411 2120 1 3 Last EDR Contact: 04/28/2014 Number of Days to Update: 42 Next Scheduled EDR Contact 08/11/2014 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 Source: EPA Region 8 Date Data Arrived at EDR: 08/28/2012 Telephone., 303-312-6271 Date Made Active in Reports: 1 011 &2012 Last EDR Contact: 04/28/2014 Number of Days to Update: 49 Next Scheduled EDR Contact: 08/11/2014 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: 04/2812014 Date Data Arrived at EDR: 05/0112014 Date Made Active in Reports: 0611712014 Number of Days to update: 47 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact 04/28/2014 Next Scheduled EDR Contact: 08111/2014 Data Release Frequency: Varies 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: 11/1112011 Number of Days to Update: 59 Source: EPA Region 6 Telephone: 214-665-6597 Last EDR Contact 02/21/2014 Next Scheduled EDR Contact: 05/1212014 Data Release Frequency: Varies INDIAN LUST R4: Lealdng Underground Storage Tanks on lndlan Lent[ LUSTs on Indian land in Florida, Mississippi and North Carolina, Date of Government Version: 04/24/2014 Date Data Arrived at EDR: 04/2512014 Date Made Active in Reports: 06/1712014 Number of Days to Update: 53 Source: EPA Region 4 Telephone: 404-562-8677 Last EDR Contact: 0412212014 Next Scheduled EDR Contact 08/11/2014 Data Release Frequency: Semi -Annually TC4001689.2s Page GR -9 GOVERNMENT RECORDS SEARCHED !DATA CURRENCY TRACKING 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=13 Date Made Active in Reports: 11101/2013 Number of Days to Update: 184 Source: EPA Region 1 Telephone: 617-918-1313 Last EDR Contact: 05/02/2014 Next Scheduled EDR Contact: 08111/2014 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: 11/06/2013 Date Data Arrived at EDR: 11/07/2013 Date Made Active in Reports: 12/06/2013 Number of Days to Update: 29 State and tribal registered storage tank lists Souroe: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact 04128/2014 Next Scheduled EDR Contact 08/11/2014 Data Release Frequency: Quarterly UST: Active UST Facilities Active UST facilities gathered from the local regulatory agencies Date of Govemment Version: 031117r2014 Date Data Arrived at EDR: 03/19/2014 Date Made Active in Reports: 04/2512014 Number of Days to Update: 37 Source: SWRCB Telephone: 916-341-5851 Last EDR Contact 0 611 7120 1 4 Next Scheduled EDR Contact: 09/29/2014 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: 08101/2009 Source. California Environmental Protection Agency Date Data Arrived at EDR: 091102009 Telephone: 916-327-5092 Date Made Active in Reports: 10/01/2009 Last EDR Contact 07/01/2014 Number of Days to Update: 21 Next Scheduled EDR Contact: 1012=0114 Data Release Frequency: Quarterly INDIAN UST R6: Underground Storage Tanks on Indian Land The Indian Underground Storage Tanis (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: 05114/2014 Date Data Arrived at EDR: 05/150014 Date Made Active in Reports: 06/17/2014 Number of Days to Update: 33 Source: EPA Region 6 Telephone: 214-665-7591 Last EDR Contact: 01/27/2014 Next Scheduled EDR Contact: 05/12/2014 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: 04/04/2014 Date Data Arrived at EDR: 04/08/2014 Date Made Active in Reports: 06/1712014 Number of Days to Update: 70 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 04/28/2014 Next Scheduled EDR Contact: 0$11112014 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). TC4001689.2s Page GR -10 GOVERNMENT RECORDS SEARCHED !DATA CURRENCY TRACKING Date of Government Version: 05/12/2014 Date Data Arrived at EDR: 05/14/2014 Date Made Active in Reports: 06/17/2014 Number of Days to Update: 34 Source: EPA Region 9 Telephone: 415-972-3368 Last EDR Contact: 04/2812014 Next Scheduled EDR Contact: 08/11/2014 Data Release Frequency: Quarterly INDIAN UST R8: Underground Storage Tanks on Indian Land The Indian Underground Storage Tanis (UST) database provides information about underground storage tanks on Indian tend in EPA Region 8 (Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming and 27 Tribal Nations). Date of Government Version: 05107)2014 Date Data Arrived at EDR: 0510912014 Date Made Active in Reports: 06/17/2014 Number of Days to Update: 39 Source: EPA Region 8 Telephone: 303-312-6137 Last EDR Contact: 04/28/2014 Next Scheduled EDR Contact: 08/11/2014 Data Release Frequency: Quarterly INDIAN UST Ri: 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: 0210112013 Date Data Arrived at EDR: 05/01/2013 Date Made Active in Reports: 01127/2014 Number of Days to Update: 271 Source: EPA, Region 1 Telephone: 617-918-1313 Last EDR Contact 05/02/2014 Next Scheduled EDR Contact: 08111/2014 Data Release Frequency: Vanes 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: 04124/2014 Date Data Arrived at EDR: 04/25/2014 Date Made Active in Reports: 06/17/2014 Number of Days to Update: 53 Source: EPA Region 4 Telephone: 404-562-9424 Last EDR Contact 04/22/2014 Next Scheduled EDR Contact 08/1112014 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, 0511212014 Date Data Arrived at EDR: 05/12/2014 Date Made Active in Reports: 06/17/2014 Number of Days to Update: 36 Source EPA Region 5 Telephone: 312-886-6136 Last EDR Contact: 04/28/2014 Next Scheduled EDR Contact: 08/11/2614 Data Release Frequency. Varies 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: 05/2812014 Date Data Arrived at EDR: 05/01/2014 Date Made Active in Reports: 06/17/2014 Number of Days to Update: 47 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 04/28/2014 Next Scheduled EDR Contact: 08/1112014 Data Release Frequency: Varies FEMA UST: Underground Storage Tank Listing A listing of all FEMA owned underground storage tanks. TC4001689.2s Page GR -11 GOVERNMENT RECORDS SEARCHED I 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 State and 01hal voluntary cleanup sites Source: FEMA Telephone: 202-646-5797 Last EDR Contact: 07/08/2014 Next Scheduled EDR Contact: 10127/2014 Data Release Frequency. Varies INDIAN VCP R7: Voluntary Cleanup Priority Listing A fisting of voluntary cleanup priority sites located on Indian Land located in Region 7. Date of Goverment Version: 0312012008 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: 0412012009 Next Scheduled EDR Contact 07!2012009 Data Release Frequency: Varies INDIAN VCP R1: Voluntary Cleanup Priority Listing A listing of voluntary cleanup priority sites located on Indian Land located in Region 1. Date of Goverment Version. 03/2012014 Date Data Arrived at EDR: 04101/2014 Date Made Active in Reports: 06/17/2014 Number of Days to Update: 77 Source: EPA. Region 1 Telephone: 617-918-1102 Last EDR Contact 07/01/2014 Next Scheduled EDR Contact 10113/2014 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: 06/05/2014 Date Data Arrived at EDR: 0 6/0 612111 4 Date Made Active in Reports: 07/09/2014 Number of Days to Update: 33 ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact 06/06/2014 Next Scheduled EDR Contact. 08/18/2014 Data Release Frequency: Quarterly 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: 03/20/2014 Date Data Arrived at EDR: 03/2012014 Date Made Active in Reports: 04/09/2014 Number of Days to Update: 20 Source: Environmental Protection Agency Telephone: 202-566-2777 Last EDR Contact: 07/03/2014 Next Scheduled EDR Contact 10106/2014 Data Release Frequency: Semi -Annually Local Lists of Landfill /Solid Waste Disposal Sites TC4001689.2s 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: 06/3011985 Date Data Arrived at EDR: 08/09/2004 Date Made Active in Reports: 0 911 712 004 Number of Days to Update: 39 Source: Environmental Protection Agency Telephone: 800-424-9346 Last EDR Contact: 06/0912004 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: 05/0712009 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: 04/2812014 Next Scheduled EDR Contact: 08111/2014 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: 04101=00 Date Data Arrived at EDR: 04/10/2000 Date Made Active in Reports: 0511012000 Number of Days to Update: 30 SWRCY: Recycler Database A listing of recycling facilities In California. Date of Government Version: 03/17/2014 Date Data Arrived at EDR: 03118/2014 Date Made Active in Reports, 04124/2014 Number of Days to Update: 37 HAULERS: Registered Waste Tire Haulers Listing A listing of registered waste fire haulers. Date of Government Version: 02/18/2014 Date Data Arrived at EDR: 02120/2014 Date Made Active in Reports: 03/27/2014 Number of Days to Update: 35 Soume: State Water Resources Control Board Telephone: 916-227-4448 Last EDR Contact: 05/07/2014 Next Scheduled EDR Contact: 08/25/2014 Data Release Frequency: No Update Planned Source: Department of Conservation Telephone: 916-323-3836 Last EDR Contact: 06/17/2014 Next Scheduled EDR Contact: 09/29/2014 Data Release Frequency: Quarterly Source: integrated Waste Management Board Telephone: 916-41-6422 Last EDR Contact 05/1912014 Next Scheduled EDR Contact 09/01/2014 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: 12131/1998 Date Data Arrived at EDR: 12103/2007 Date Made Active in Reports: 01/2412008 Number of Days to Update: 52 Source: Environmental Protection Agency Telephone: 703-308-8245 Last EDR Contact: 05/02/2014 Next Scheduled EDR Contact: 08/18/2014 Data Release Frequency: Varies TC4001689.2s Page GR -13 GOVERNMENT RECORDS SEARCHED 1 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 C 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: 03/04/2014 Date Data Arrived at EDR; 43/06/2014 Date Made Active in Reports: 0611712014 Number of Days to Update: 103 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 06/04/2014 Next Scheduled EDR Contact: 0 911 5120 1 4 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 02123/2009 Next Scheduled EDR Contact 05/2512009 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: 06105/2014 Date Data Arrived at EDR: D6/0612014 Date Made Active In Reports: 07/09/2014 Number of Days to Update: 33 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact 06/06=14 Next Scheduled EDR Contact 08/18/2014 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: 0710111995 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: 916-2274364 Last EDR Contact: 01126/2009 Next Scheduled EDR Contact: 0412712009 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: 12131/2013 Date Data Arrived at EDR: 02/28/2014 Date Made Active in Reports: 03/20/2014 Number of Days to Update: 20 Source: Department of Toxic Substances Control Telephone: 916-255-6504 Last EDR Contact 04/1012014 Next Scheduled EDR Contact: 07/28/2014 Data Release Frequency: Varies TC4001689.2s Page GR -14 GOVERNMENT RECORDS SEARCHED 1 DATA CURRENCY TRACKING US HIST CDL: National Clandestine Laboratory Register A listing of clandestine drug lab locations. The U.S_ Department of Justice ("the Departments) 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: 02/04/2014 Date Data Arrived at EDR: 03/06/2014 Date Made Active in Reports: 0611712014 Number of Days to Update: 103 Local Lists of Registered Storage Tanks Source: Drag Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 06/04/2014 Next Scheduled EDR Contact 09/15/2014 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 locallcaunty source for current data. Date of Government Version: 10/31/1994 Source: California Environmental Protection Agency Date Data Arrived at EDR: 09/05/1995 Telephone: 916-341-5851 Date Made Active in Reports: 0912911995 Last EDR Contact: 12/28/1998 Number of Days to Update: 24 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: 10/0112009 Number of Days to Update: 8 Source. Department of Public Health Telephone: 707-463-4466 Last EDR Contact: 06!0212014 Next Scheduled EDR Contact: 09/15/2014 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 kx:al/county source for current data. Date of Government Version: 10115119W Date Data Arrived at EDR: 01125/1991 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: 06/0111994 Date Data Arrived at EDR: 07/07/2005 Date Made Active in Reports: 08/11/2005 Number of Days to Update: 35 Local Land Records Source: State Water Resources Control Board Telephone: NIA Last EDR Contact 06103/2005 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned 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. TC4001689.2s Page GR -15 GOVERNMENT RECORDS SEARCHED 1 DATA CURRENCY TRACKING Date of Government Version: 0211812014 Date Data Arrived at EDR: 03118/2014 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: 04/28/2014 Next Scheduled EDR Contact: 08/1112014 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: 05M&2014 Date Data Arrived at EDR: 05/06/2014 Date Made Active in Reports: 0511912014 Number of Days to Update: 13 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 06/09/2014 Next Scheduled EDR Contact: 09/2212014 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 1 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 dead restrictions that are active. Some sites have multiple deed restrictions. The DISC 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 deaned up. The types of land use restriction include deed notice, deed restriction, or a land use restriction that binds current and future owners. Date of Government Version: 06/0912014 Date Data Arrived at EDR: 06/11/2014 Date Made Active in Reports: 0710912014 Number of Days to Update: 28 Records of Emergency Release Reports Source: DTSC and SWRCB Telephone: 916-323-3400 Last EDR Contact: 06111/2014 Next Scheduled EDR Contact: 09/22/2014 Data Release Frequency. Semi -Annually HM1RS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version: 1 213 112 0 1 3 Date Data Arrived at EDR: 01/03/2014 Date Made Active in Reports: 02/24/2014 Number of Days to Update: 52 Source: U.S. Department of Transportation Telephone: 202-356-4555 Last EDR Contact 07/0112014 Next Scheduled EDR Contact 10/13/2014 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 Govenement Version: 02/0412014 Date Data Arrived at EDR: 04/29/2014 Date Made Active in Reports. 05/09/2014 Number of Days to Update: 10 Source: Office of Emergency Services Telephone: 916-845-8400 Last EDR Contact 0412912014 Next Scheduled EDR Contact: 0811112014 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: 05M112014 Date Data Arrived at EDR: 05/01/2014 Date Made Active in Reports: 0511312014 Number of Days to Update: 12 Source: State Water Qualilty Control Board Telephone: 866-480-1028 Last EDR Contact: 06117/2014 Next Scheduled EDR Contact: 09129/2014 Data Release Frequency: Quarterly TC4001689.2s 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: 05/01/2014 Date Data Arrived at EDR: 05/01/2014 Date Made Active in Reports: 05/13/2014 Number of Days to Update: 12 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 06/17/2014 Next Scheduled EDR Contact: 09/29/2014 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 retards are not included in Spills 90. Date of Government Version: 06/0612012 Date Data Arrived at EDR: 07/03/2013 Date Made Active in Reports: 02/22/2013 Number of Days to Update: 50 Odw Ascertainable Records Source: FirstSearch Telephone: NIA Last EDR Contact 01/0312013 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned 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: 03111/2014 Date Data Arrived at EDR: 03/1312014 Date Made Active in Reports: 04/09/2014 Number of Days to Update: 27 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact 07/0212014 Next Scheduled EDR Contact 10/13/2014 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: 0713112012 Source: Department of Transporation, Office of Pipeline Safety Date Data Arrived at EDR: 08M7/2012 Telephone: 202-366-4595 Date Made Active in Reports: 09/18/2012 Last EDR Contact: 05/06/2074 Number of Days to Update: 42 Next Scheduled EDR Contact: 08/1812014 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: 1213112005 Date Data Arrived at EDR: 17/10/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 62 Source: USGS Telephone: 888-275-8747 Last EDR Contact: 04/1811014 Next Scheduled EDR Contact 07/28/2014 Data Release Frequency: Semi -Annually FUDS: Formerly Used Defense Sites The listing includes locations of Formerty Used Defense Sites properties where the US Army Carps of Engineers is actively working or will take necessary cleanup actions. TC4001689.2s Page GR -17 GOVERNMENT RECORDS SEARCHED !DATA CURRENCY TRACKING Date of Government Version: 12/3112012 Date Data Arrived at EDR: 02/2812014 Date Made Active in Reports: 04124/2014 Number of Days to Update: 55 Source: U.S. Army Corps of Engineers Telephone: 202-528-4285 Last EDR Contact: 06/0412014 Next Scheduled EDR Contact: 09/22/2014 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: 12/3112013 Source: Department of Justice, Consent Decree Library Date Data Arrived at EDR; 01/2412014 Telephone: Varies Date Made Active in Reports: 02124/2014 Last EBR Contact: 06130/2014 Number of Days to Update: 31 Next Scheduled EDR Contact: 1011312014 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: 11 /25/2013 Date Data Arrived at EDR: 12/12/2013 Date Made Active in Reports: 02/2412014 Number of Days to Update: 74 Source: EPA Telephone: 703-416-0223 Last EDR Contact 06110/2014 Next Scheduled EDR Contact: 09122/2014 Data Release Frequency: Annually UMTRA: Uranium Mill Tailings Sites Uranium ore was mined by private companies for federal govemment 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: 1 =71201 1 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: 02/25/2014 Next Scheduled EDR Contact 06/09/2014 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 Source: Department of Labor, Mine Safety and Health Administration Date Data Arrived at EDR: 09105.Q013 Telephone: 303-231-5959 Date Made Active in Reports: 10103/2013 Last EDR Contact: 06/06/2014 Number of Days to Update: 28 Next Scheduled EDR Contact: 09/15/2014 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: 09/1312013 Number of Days to Update: 44 Source: EPA Telephone: 202-566-0250 Last EDR Contact: 05/30/2014 Next Scheduled EDR Contact 09/08/2014 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 fist it includes data on the production volume of these substances by plant site. TC4001689.2s Page GR -18 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING Date of Government Version: 12131/2006 Date Data Arrived at EDR: 09/29/2010 Date Made Active in Reports: 12/0212010 Number of Days to Update: 64 Souree: EPA Telephone: 202-260-5521 Last EDR Contact: 06/2512014 Next Scheduled EDR Contact: 10/06/2014 Data Release Frequency: Every 4 Years FITS: FIFRA! TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)ITSCA (To)dc 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 corrtacts the Agency on a quarterly basis. Date of Government Version: 04/09/2009 Source: EPA/Office of Prevention, Pesticides and Toxic Substances Date Data Arrived at EDR: 04/16/2009 Telephone: 202-566-1667 Date Made Active in Reports: 05111/2009 Last EDR Contact: 0512212014 Number of Days to Update: 25 Next Scheduled EDR Contact 09/0612014 Data Release Frequency: Quarterly FTTS INSP: FIFRAI TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (To)dc Substances Control Act) A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements. Date of Government Version: 0410912009 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: 05/22/1014 Next Scheduled EDR Contact: 09/08/2014 Data Release Frequency. Quarterly HIST FTTS: FIFRAITSCA 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 (To)dc Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fad that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FITS database. It included records that may not be included in the newer FITS database updates. This database is no longer updated. Date of Government Version: 10119/2006 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: 12/17/1007 Next Scheduled EDR Contact 03/17/2008 Data Release Frequency., No Update Planned HIST FTTS INSP. FIFRArrSCA Tracking System Inspection & Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FITS) 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 121170008 Next Scheduled EDR Contact: 03117/2008 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 1 at 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. TC4001689.2s Page GR -19 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING Date of Government Version: 12/31/2009 Date Data Arrived at EDR: 12/1012010 Date Made Active in Reports: 0212512011 Number of Days to Update: 77 Source: EPA Telephone. 202-5644203 Last EDR Contact: 0412912014 Next Scheduled EDR Contact: 08/11/2014 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: 05/06/2014 Date Data Arrived at EDR: 0511612014 Date Made Active in Reports: 0611 712014 Number of Days to Update: 32 Source., Environmental Protection Agency Telephone: 202-5645088 Last EDR Contact: 1010912014 Next Scheduled EDR Contact: 10/27/2014 Data Release Frequency: Quarterly PADS: PCB Aclivily Database System PCB Activity Database. PADS Identifies generators, transporters, commercial storeys 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: 11/0112013 Number of Days to Update: 107 Source: EPA Telephone: 202-566-0500 Last EDR Contact: 04118/2014 Next Scheduled EDR Contact 07/2812014 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 Govemment Version: 07/2212013 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: 3011415.7169 Last EDR Contact: 06/05/2014 Next Scheduled EDR Contact: 0912212014 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: 04108/2014 Date Data Arrived at EDR: 04/09/2014 Date Made Active in Reports: 0611712014 Number of Days to Update: 69 Source. Environmental Protection Agency Telephone: 202-343-9775 Last EDR Contact: 04/09/2014 Next Scheduled EDR Contact: 07/2112014 Data Release Frequency: Quarterly FINDS: Facility index System/Facility Registry System Facility Index System. FINDS contains both facility information and 'painters' 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: 11118/2013 Date Data Arrived at EDR: 02/27/2014 Date Made Active in Reports: 03/12/2014 Number of Days to Update: 13 Source: EPA Telephone: (415) 947-8000 Last EDR Contact: 06!1312014 Next Scheduled EDR Contact: 09/2211014 Data Release Frequency: Quarterly TC4001689.2s Page GR -20 GOVERNMENT RECORDS SEARCHED t 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: 04/1711995 Date Data Arrived at EDR: 07/0311995 Date Made Active in Reports: 08107/1995 Number of Days to Update: 35 Source: EPA Telephone: 202-564-4104 Last EDR Contact: D610212008 Next Scheduled EDR Contact: 09101/2008 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 aorider t history of the last five years, and an evaluation of worst-case and al lmative 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: 11/0112013 Date Data Arrived at EDR: 12/12/2013 Date Made Active in Reports: 0,2/13M14 Number of Days to Update: 63 Source: Environmental Protection Agency Telephone: 202-564-86M Last EDR Contact: 04128/2014 Next Scheduled EDR Contact: 08/1112014 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: 12131/2011 Date Data Arrived at EDR: 0212612013 Date Made Active in Reports: 04!1912013 Number of Days to Update: 52 Source: EPAINTIS Telephone: 800-4249346 Last EDR Contact: 05/30/2014 Next Scheduled EDR Contact: 09/08/2014 Data Release Frequency: Biennially CA BOND EXP. PLAN: Bond Expenditure Plan Department of Health Services developed a site-specific expenditure pian as the basis for an appropriation of Hazardous Substance Cleanup Bond Act funds. It is not updated. Date of Government Version: 01!0111989 Date Data Arrived at EDR: 07/27/1994 Date Made Active in Reports: 0810211994 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 Govemment Version: 05119/2014 Date Data Arrived at EDR: 05!2012014 Date Made Active in Reports: 05/28/2014 Number of Days to Update: 8 Source: State Water Resources Control Board Telephone: 916-445-9379 Last EDR Contact 05/20/2014 Next Scheduled EDR Contact 09/01/2014 Data Release Frequency: Quarterly TC4001689.2s Page GR -21 GOVERNMENT RECORDS SEARCHED !DATA CURRENCY TRACKING UIC: U1C Listing A listing of wells identified as underground injection wells, in the California Oil and Gas Wells database. Date of Government Version: 0111512014 Date Data Arrived at EDR: 03118/2014 Date Made Active in Reports: 04/24/2014 Number of Days to Update: 37 Source: Deaprtment of Conservation Telephone: 916-445-2408 Last EDR Contact: 08/20/2014 Next Scheduled EDR Contact: 09/29/1014 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 (SWFILS), and the Department of Toxic Substances Control (Cal -Sites). Date of Govemment Version: 03/3112014 Source: CAL EPA/Office of Emergency Information Date Data Arrived at EDR: 0410212014 Telephone. 916-323-3400 Date Made Active in Reports: 04/29/2014 Last EDR Contact: 07/01/2014 Number of Days to Update: 27 Next Scheduled EDR Contact: 10/13/2014 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 [SWFILS], and the Department of Toxic Substances Control [CALSITES]. This listing is no longer updated by the state agency. Date of Govemment Version: 04/01/2001 Date Data Arrived at EDR: 01122/1009 Date Made Active in Reports: 04/08/1009 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: 10121/1993 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: 06/17/2014 Next Scheduled EDR Contact: 10/06/2014 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 agerrts; linen supply; coin-operated laundries and cleaning; drycleaning plarrts, except rugs; carpet and upholster cleaning; industrial launderers; laundry and garment services. Date of Government Version: 0911 0120 1 3 Date Data Arrived at EDR: 09/1112013 Date Made Active in Reports: 1011612013 Number of Days to Update: 35 Source. Department of Toxic Substance Control Telephone: 916-327-4498 Last EDR Contact: 06/09/2014 Next Scheduled EDR Contact: 09/22/2014 Data Release Frequency: Annually WIP: Well Investigation Program Case List Well Investigation Program rase 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: 08/0312009 Number of Days to Update: 13 Source: Los Angeles Water Quality Control Board Telephone: 213-576-6726 Last EDR Contact: 0SOM014 Next Scheduled EDR Contact: 10/1312014 Data Release Frequency: Varies TC4001689.2s Page GR -22 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING ENF: Enforcement Action Listing A listing of Water Board Enforcement Actions, f=ormal is everything except Oral/Verbal Communication, Notice of Violation, Expedited Payment Letter, and Staff Enforcement Letter. Date of Government Version: 05/30/2014 Date Data Arrived at EDR: 0513012014 Date Made Active in Reports: 0710712014 Number of Days to Update: 38 Source: State Water Resoruces Control Board Telephone: 916-445-9379 Last EDR Contact: 04/28/2014 Next Scheduled EDR Contact: 08/11/2014 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 Source: California Environmental Protection Agency Date Data Arrived at EDR: 0711612013 Telephone: 916-255-1136 Date Made Active in Reports: 08/26/2013 Last EDR Contac#: 0411812014 Number of Days to Update: 41 Next Scheduled EDR Contact 07/28/2014 Data Release Frequency: Annually EMI: Emissions Inventory Data Toxics and criteria pollutant emissions data collected by the ARS and local air pollution agencies. Date of Government Version: 12131/2012 Date Data Arrived at EDR: 0312512014 Date Made Active in Reports: 04/28/2014 Number of Days to Update: 34 Source: California Air Resources Board Telephone: 916-322-2990 Last EDR Contact 06/2612014 Next Scheduled EDR Contact: 10/06/2014 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: 12131/2005 Date Data Arrived at EDR: 12/08/2006 Date Made Active in Reports: 0'1/1112007 Number of Days to Update: 34 Source: USGS Telephone: 202-208-3710 Last EDR Contact: 04/18/2014 Next Scheduled EDR Contact: 07/28/2014 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: 03107/2011 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: 04/2112014 Next Scheduled EDR Contact: 08/04/2014 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. TC4001689.2s Page GR 23 GOVERNMENT RECORDS SEARCHED 1 DATA CURRENCY TRACKING Date of Govemment Version: 12!3112005 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: 04118/20/4 Next Scheduled EDR Contact: 07128/2014 Data Release Frequency: NIA WDS: Waste Discharge System Sites which have been issued waste discharge requirements. Date of Govemment Version: 06/1912007 Date Data Arrived at EDR: 06/2012007 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: 05/22/2014 Next Scheduled EDR Contact 09/08/2014 Data Release Frequency: Quarterly PRP: Potentially Responsible Parties A listing of verified Potentially Responsible Parties Date of Govemment 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: 202-5646023 Last EDR Contact: 07101Y2014 Next Scheduled EDR Contact: 10/13/2014 Date Release Frequency: Quarterly LEAD SMELTER 2: Lead Smelter Sites A list of several hundred sites in the U.S. where secondary lead smelting was done from 1931 and 1964. These sites may pose a threat to public health through ingestion or inhalation of contaminated soil or dust Date of Govemment Version: 04/05/2001 Date Data Arrived at EDR: 10/27/2010 Date Made Active in Reports: 12/0212010 Number of Days to Update: 36 LEAD SMELTER 1: Lead Smelter Sites A listing of former lead smelter site locations. Date of Govemment Version: 0112912013 Date Data Arrived at EDR: 02/14/2013 Date Made Active In Reports: 02/27/2013 Number of Days to Update: 13 Source: American Joumal of Public Health Telephone: 703-05-6451 Last EDR Contact 12/0212009 Next Scheduled EDR Contact: NIA Data Release Frequency: No Update Planned Source: Environmental Protection Agency Telephone: 703-603-8787 Last EDR Contact: 07/0112014 Next Scheduled EDR Contact 10120!2014 Data Release Frequency: Varies 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 Govemment Version: 11111/2011 Date Data Arrived at EDR: 05118/2012 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: 05/1612014 Next Scheduled EDR Contact 08/2512014 Data Release Frequency: Varies 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 concem 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. TC4001689.2s Page GR -24 GOVERNMENT RECORDS SEARCHED !DATA CURRENCY TRACKING Date of Government Version: 08/30/2013 Date Data Arrived at EDR: 03/2112014 Date Made Active in Reports: 06117/2014 Number of Days to Update: 88 PROC: Certified Processors Database A listing of certified processors. Date of Government Version: 03/17/2014 Date Data Arrived at EDR: 03/18/2014 Date Made Active In Reports: 04/2412014 Number of Days to Update: 37 Source: Environmental Protection Agency Telephone: 617-5202000 Last EDR Contact: 05/16/2014 Next Scheduled EDR Contact: 08125/2014 Data Release Frequency: Quarterly Source: Department of Conservation Telephone: 916-323-3836 Last EDR Contact 0611712014 Next Scheduled EDR Contact: 09f19/2014 Data Release Frequency: Quarterly 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: 02/25/2014 Date Data Arrived at EDR: 02/27/2014 Date Made Active in Reports: 04/0912014 Number of Days to Update: 41 Source: Environmental Protection Agency Telephone: 202-566.1917 Last EDR Contact: 05/16/2014 Next Scheduled EDR Contact 09/01/2014 Data Release Frequency: Quarterly Financial Assurance 2: Financial Assuranoe 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: 05119/2014 Source: California Integrated Waste Management Board Date Data Arrived at EDR: 05/20/2014 Telephone. 916-341-6066 Date Made Active in Reports: 05/22/2014 Last EDR Contact: 05/1912014 Number of Days to Update: 2 Next Scheduled EDR Contact 09/0112014 Data Release Frequency: Varies Financial Assurance 1: Financial Assurance Information Listing Financial Assurance information Date of Government Version: 0SMM014 Date Data Arrived at EDR: 0 511 4120 1 4 Date Made Active in Reports: 05/22/2014 Number of Days to Update: 8 US AIRS MINOR: Air Facility System Data A listing of minor source facilities. Date of Government Version: 10/23/2013 Date Data Arrived at EDR: 1 110 6120 1 3 Date Made Active in Reports: 12/0612013 Number of Days to Update: 30 Source: Department of Toxic Substances Control Telephone: 916-2553628 Last EDR Contact: 04/2812014 Next Scheduled EDR Contact 08/1112014 Data Release Frequency: Varies Source: EPA Telephone: 202-564-5962 Last EDR Contact 06/25/2014 Next Scheduled EDR Contact: 10/13/2014 Data Release Frequency: Annually US AIRS (AFS): Aemmetric 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. TC4001689.2s Page GR 25 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING. Date of Government Version: 10/23/2013 Date Data Arrived at EDR: 11/0612013 Date Made Active in Reports: 12106/2013 Number of Days to Update: 30 Source. EPA Telephone: 202-564-5962 Last EDR Contact: 0612512014 Next Scheduled EDR Contact: 1011312014 Data Release Frequency: Annually HWP: EnviroStor Permitted Facilities Listing Detailed information on permitted hazardous waste facilities and corrective action ('cleanups") tracked in EnviroStor. Date of Govemment Version: 05/27/2014 Date Data Arrived at EDR: 45/28/2014 Date Made Active in Reports: 0710712014 Number of Days to Update: 40 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 05128/2014 Next Scheduled EDR Contact 09108f2014 Data Release Frequency: Quarterly HWT: Registered Hazardous Waste Transporter Database A listing of hazardous waste transporters. In Califomia, unless specifically exempted. it Is unlawful far 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: 04/14/2014 Date Data Arrived at EDR: 04/1512014 Date Made Active in Reports: 04/24/2014 Number of Days to Update: 9 Source: Department of Toxic Substances Control Telephone: 916-440-7145 Last EDR Contact: 04/1512014 Next Scheduled EDR Contact: 07/2812014 Data Release Frequency: Quarterly 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: 1011912011 Date Made Active in Reports: 01 /1012012 Number of Days to update: 83 Source: Environmental Protection Agency Telephone: 202-566-0517 Last EDR Contact: 05/02/2014 Next Scheduled EDR Contact 08/1112014 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: 0110312011 Date Made Active in Reports: 03/21/2011 Number of Days to Update: 77 Source: Environmental Protection Agency Telephone: NIA Last EDR Contact: 06111/2014 Next Scheduled EDR Contact: 09fZ212014 Data Release Frequency: Varies MWMP: Medical Waste Management Program Listing The Medical Waste Management Program (MWMP) ensures the proper handling and disposal of medical waste by permitting and inspecting medical waste Offsite Treatment Facilities (PDF) and Transfer Stations (PDF) throughout the state. MWMP also oversees all Medical Waste Transporters. Date of Government Version: 05/23/2014 Date Data Arrived at EDR: 06/13/2014 Date Made Active in Reports: 07109/2014 Number of Days to Update: 26 Source: Department of Public Health Telephone: 916-558-1784 Last EDR Contact: 06/09/2014 Next Scheduled EDR Contact: 09/22/2014 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: 06/07/2009 Date Made Active In Reports: 10122/2009 Number of Days to Update: 76 Source: Department of Energy Telephone: 202-566-8719 Last EDR Contact: 04/18/2014 Next Scheduled EDR Contact: 07/28/2014 Data Release Frequency: Varies TC4001689.2s Page GR -26 GOVERNMENT RECORDS SEARCHED t 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 i950'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: NIA Source: EDR, Inc. Date Data Arrived at EDR: NIA Telephone: NIA Date Made Active in Reports: NIA Last EDR Contact NIA Number of Days to Update: NIA Next Scheduled EDR Contact NIA Data Release Frequency: No Update Planned EDR US H ist 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 stationifilling stationlservice 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 govemment records searches. Date of Government Version: NIA Date Data Arrived at EDR: NIA Date Made Active in Reports: NIA Number of Days to Update: NIA Source: EDR, Inc. Telephone: NIA Last EDR Contact NIA Next Scheduled EDR Contact NIA 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 time 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, cleaningAaundry, 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 concems, but may not show up in current govemment records searches. Date of Government Version: NIA Date Data Arrived at EDR: NIA Date Made Active in Reports: NIA Number of Days to Update: NIA Exclusive Recovered Govt Archives Source: EDR, Inc. Telephone: NIA Last EDR Contact NIA Next Scheduled EDR Contact: NIA Data Release Frequency: Varies 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. TC4001689.2s Page GR -27 GOVERNMENT RECORDS SEARCHED 1 DATA CURRENCY TRACKING Date of Government Version: NIA Source: Department of Resources Recycling and Recovery Date Data Arrived at EDR: 07101/2013 Telephone: NIA Date Made Active in Reports: 01/13/2014 Last EDR Contact: 06/01/2012 Number of days to Update: 196 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: NIA Source: State Water Resources Control Board Date Data Arrived at EDR: 07/01/2013 Telephone: NIA Date Made Active in Reports: 12/3012013 Last EDR Contact: 06/0112012 Number of Days to Update: 182 Next Scheduled EDR Contact NIA 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: 04/2212014 Source: Alameda County Environmental Health Services Date Data Arrived at EDR: M412014 Telephone: 510-567-6700 Date Made Active in Reports: 05/09/2014 Last EDR Contact: 06/3012014 Number of Days to Update: 15 Next Scheduled EDR Contact 10/13/2014 Data Release Frequency: Semi -Annually Underground Tanks Underground storage tank sites located in Alameda county. Date of Government Version: 04/2212014 Source: Alameda County Environmental Health Services Date Data Arrived at EDR: 04124/2014 Telephone: 510-567-6700 Date Made Active in Reports: 05112/2014 Last EDR Contact 06/30/2014 Number of Days to Update: 18 Next Scheduled EDR Contact: 1 011 3/2 014 Data Release Frequency: Semi -Annually AMADOR COUNTY: CUPA Facility list Cupa Facility List Date of Government Version: 03124!2014 Source: Amador County Environmental Health Date Data Arrived at EDR: 03/24/2014 Telephone: 209-223-6439 Date Made Active in Reports: 04/30/2014 Last EDR Contact: 06/1911014 Number of Days to Update: 37 Next Scheduled EDR Contact: 09112/2014 Data Release Frequency. Varles BUTTE COUNTY: CUPA Facility Listing Cupa facility list. TC4001689.2s Page GR 28 GOVERNMENT RECORDS SEARCHED !DATA CURRENCY TRACKING Date of Government Version: 08/01/2013 Date Data Arrived at EDR: 08/0 212 0 113 Date Made Active in Reports: 08122!2013 Number of Days to Update: 20 CALVERAS COUNTY: CUPA Facility Listing Cupa Facility Listing Date of Government Version: 04/0112014 Date Data Arrived at EDR: 04/03/2014 Date Made Active in Reports: 04/29/2014 Number of Days to Update: 26 COLUSA COUNTY: CUPA Facility List Cupa facility list. Date of Government Version: 06/11/2014 Date Data Arrived at EDR 0611312014 Date Made Active in Reports: 07/07/2014 Number of Days to Update: 24 CONTRA COSTA COUNTY: Source: Public Health Department Telephone: 530-538-7149 Last EDR Contact: 07/0812014 Next Scheduled EDR Contact: 10/27/2014 Data Release Frequency: No Update Planned Source: Catveras County Environmental Health Telephone: 209-754-6399 Last EDR Contact: 06126/2014 Next Scheduled EDR Contact 10/13/2014 Data Release Frequency: Quarterly Source: Health & Human Services Telephone: 53D-458-0396 Last EDR Contact; 05/30/2014 Next Scheduled EDR Contact: 0812512014 Data Release Frequency. Varies Site List List includes sites from the underground tank, hazardous waste generator and business plan/2185 programs. Date of Government Version: 02!2412014 Date Data Arrived at EDR: 02/25/2094 Date Made Active in Reports: 03118/2014 Number of Days to Update: 21 DEL NORTE COUNTY: CUPA Facility List Cupa Facility list Date of Government Version: 05/0512014 Date Data Arrived at EDR: 05111 612014 Date Made Active in Reports: 05/1312014 Number of Days to Update: 7 EL DORADO COUNTY: CUPA Facility List CUPA facility list Source: Contra Costa Health Services Department Telephone: 925-646-2286 Last EDR Contact: 05/05/2014 Next Scheduled EDR Contact: 08/1812014 Data Release Frequency: Semi Annually Source: Del Norte County Environmental Health Division Telephone: 707-465-0426 Last EDR Contact 0510512014 Next Scheduled EDR Contact 08/18/2014 Data Release Frequency: Varies TC4001689.2s Page GR -29 GOVERNMENT RECORDS SEARCHED I DATA CURRENCY TRACKING Date of Govemment Version: 05129/2014 Date Data Arrived at EDR: 0513 012 0 1 4 Date Made Active in Reports: 0710712014 Number of Days to Update: 38 FRESNO COUNTY: Source: EI Dorado County Environmental Management Department Telephone: 530-621-6623 Last EDR Contact: 05/05/2014 Next Scheduled EDR Contact: 08/1802014 Data Release Frequency: Varies CUPA Resources List Certified Unified Program Agency. CUPA's are responsible for implementing a untfled 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: 03131/2014 Date Data Arrived at EDR: 04115/2014 Date Made Active in Reports: 05/01/2014 Number of Days to Update. 16 HUMBOLDT COUNTY: CUPA Facility List CUPA facility list. Date of Govemment Version: 0 6/0 912 0 1 4 Date Data Arrived at EDR: 06/11/2014 Date Made Active in Reports: 07/0702014 Number of Days to Update: 26 IMPERIAL COUNTY: CUPA Facility List Cupa facility list. Date of Govemment Version: 04/28/2014 Date Data Arrived at EDR: 04/30/2014 Date Made Active in Reports: 05113/2014 Number of Days to Update: 13 INYO COUNTY: CUPA Facility List Cupa facility list Date of Government Version: 0911 0120 1 3 Date Data Arrived at EDR: 09/11/2013 Date Made Active in Reports: 10/14/2013 Number of Days to Update: 33 KERN COUNTY: Source: Dept. of Community Health Telephone: 559-445-3271 Last EDR Contact: 04114/2014 Next Scheduled EDR Contact 07/28/2014 Data Release Frequency: Semi -Annually Source: Humboldt County Environmental Health Telephone: N/A Last EDR Contact 05/22/2014 Next Scheduled EDR Contact: 09/08/2014 Data Release Frequency: Varies Source: San Diego Border Field Office Telephone: 760.339-2777 Last EDR Contact: 04/28/2014 Next Scheduled EDR Contact: 08111/2014 Data Release Frequency: Varies Source: Inyo County Environmental Health Services Telephone: 760-878-0238 Last EDR Contact: 05/2212014 Next Scheduled EDR Contact- 09/0812014 Data Release Frequency: Varies TC4001689.2s Page GR -30 GOVERNMENT RECORDS SEARCHED !DATA CURRENCY TRACKING Underground Storage Tank Sites & Tank Listing Kem County Sites and Tanks Listing. Date of Govemment Version: 08131/2010 Date Data Arrived at EDR: 09/0112010 Date Made Active in Reports: 09=12010 Number of Days to Update: 29 KINGS COUNTY: Source: Kem County Environment Health Services Department Telephone: 661-862-8700 Last EDR Contact: 0511 2120 1 4 Next Scheduled EDR Contact: 08/25/2014 Data Release Frequency: Quarterly CUPA Facility List A listing of sites included in the county's Certified Unified Program ,agency database. California's Secretary for Environmental Protection established the unified hazardous materials and hazardous waste regulatory program as required by chapter 6.11 of the California Health and Safety Code. The Unified Program consolidates the administration, permits, inspections, and enforcement activities. Date of Government Version: 05/2812014 Date Data Arrived at EDR: 0513012014 Date Made Active in Reports: 06/20/2014 Number of Days to Update: 21 LAKE COUNTY: CUPA Facility List Cupa facility list Date of Government Version: 04/2212014 Date Data Arrived at EDR: 04/2412014 Date Made Active in Reports: 05113/2014 Number of Days to Update: 19 LOS ANGELES COUNTY: Source: Kings County Department of Public Health Telephone: 559-584-1411 Last EDR Contact: 05127/2014 Next Scheduled EDR Contact: 09108/2014 Data Release Frequency: Varies Source: Lake County Environmental Health Telephone: 707-263-1164 Last EDR Contact: 0412112014 Next Scheduled EDR Contact: 08/04/2014 Data Release Frequency: Varies 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: 06/19/2014 Next Scheduled EDR Contact: 1 0106/2 0 1 4 Data Release Frequency: No Update Planned HMS: Street Number List Industrial Waste and Underground Storage Tank Sites. Date of Government Version: 12/06/2013 Date Data Arrived at EDR: 01128/2014 Date Made Active in Reports: 03/17/2014 Number of Days to Update: 48 List of Solid Waste Facilities Solid Waste Facilities in Los Angeles County. Source: Department of Public Works Telephone: 626-4583517 Last EDR Contact: 04/02/2014 Next Scheduled EDR Contact: 07/28/2014 Data Release Frequency: Semi -Annually TC4001689.2s Page GR,31 GOVERNMENT RECORDS SEARCHED 1 DATA CURRENCY TRACKING Date of Government Version: 04/2112014 Date Data Arrived at EDR: 04/22/2014 Date Made Active in Reports: 0511912014 Number of Days to Update: 27 Source: La County Department of Public Works Telephone: 818-458-5185 Last EDR Contact: 04/22/2014 Next Scheduled EDR Contact: 08/04/2014 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 04117/2014 Next Scheduled EDR Contact: 08!0412014 Data Release Frequency: Varies Site Mitigation List Industrial sites that have had some sort of spill or complaint. Date of Government Version: 01107/2014 Date Data Arrived at EDR: 02/25/2014 Date Made Active in Reports: 03/2512014 Number of Days to Update: 28 Source: Community Health Services Telephone: 323-890-7806 Last EDR Contact 04117/2014 Next Scheduled EDR Contact: 08/04/2014 Data Release Frequency: Annually City of EI Segundo Underground Storage Tank Underground storage tank sites located in EI Segundo city. Date of Government Version: 0412312014 Date Data Arrived at EDR: 04/2512014 Date Made Active in Reports. 05/22/2014 Number of Days to Update: 27 Source: City of EI Segundo Fire Department Telephone: 310-524-2236 Last EDR Contact 04/21/2014 Next Scheduled EDR Contact 08/04/2014 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: 02/25/2014 Date Data Arrived at EDR: 02/2712014 Date Made Active In Reports: 04/14/2014 Number of Days to Update: 46 Source: City of Long Beach Fire Department Telephone: 562-570-2563 Last EDR Contact: 0412BP2014 Next Scheduled EDR Contact: 08/11/2014 Data Release Frequency: Annually City of Torrance Underground Storage Tank Underground storage tank sites located in the city of Torrance. Date of Government Version: 01/13/2014 Date Data Arrived at EDR: 03/2712014 Date Made Active In Reports: 04/28/2014 Number of Days to Update: 32 MADERA COUNTY: Source: City of Torrance Fire Department Telephone: 310-618-2973 Last EDR Contact 04/14/2014 Next Scheduled EDR Contact 07/2812014 Data Release Frequency: Semi -Annually 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. TC4001689.2s Page GR -32 GOVERNMENT RECORDS SEARCHED t DATA CURRENCY TRACKING Date of Government Version: 0 610 912 01 4 Date Data Arrived at EDR: 06111/2014 Date Made Active in Reports: 06/27/2014 Number of Days to Update: 16 MARIN COUNTY: Underground Storage Tank Sites Currently permitted USTs in Marin County. Date of Government Version: 01103/2014 Date Data Arrived at EDR: 0 1 109/20 1 4 Date Made Active in Reports: 02/12/2014 Number of Days to Update: 34 MERGED COUNTY: CUPA Facility List CUPA facility list Date of Government Version: 05/27/2014 Date Data Arrived at EDR: 05129/2014 Date Made Active in Reports: 0612412014 Number of Days to Update: 26 MONO COUNTY: CUPA Facility List COPA Facility List Date of Government Version: 06/09/2014 Date Data Arrived at EDR: 06/13/2014 Date Made Active in Reports: 06/2712014 Number of Days to Update: 14 MONTEREY COUNTY: Source: Madera County Environmental Health Telephone: 559-675-7823 Last EDR Contact: 05/02/2044 Next Scheduled EDR Contact: D9M8/2014 Data Release Frequency Varies Source: Public Works Department Waste Management Telephone: 415499-6647 Last EDR Contact: 07102/2014 Next Scheduled EDR Contact: 10/2012014 Data Release Frequency: Semi -Annually Source: Merced County Environmental Health Telephone: 209-381-1094 Last EDR Contact: 05/27/2014 Next Scheduled EDR Contact 09/08/2014 Data Release Frequenoy: Varies Source: Mono County Health Department Telephone: 760-932-5580 Last EDR Contact 06/0212014 Next Scheduled EDR Contact: 09/15/2014 Data Release Frequency: Varies CUPA Facility Listing COPA Program listing from the Environmental Heatth Division. Date of Government Version: 06/09/2014 Date Data Arrived at EDR: 06/1112014 Date Made Active in Reports: 07/09/2014 Number of Days to Update: 28 iiif:.l�Si�ii17►��F Source: Monterey County Health Department Telephone: 831-796-1297 Last EDR Contact 05/22/2014 Next Scheduled EDR Contact: 0910812014 Data Release Frequency. Varies Sites With Reported Contamination A listing of leaking underground storage tank sites located in Napa county. TC4001689.2s Page GR -33 GOVERNMENT RECORDS SEARCHED I DATA CURRENCY TRACKING San Joaquin Co. UST A listing of underground storage tank locations in San Joaquin county. Date of Government Version: 04/10/2014 Date Data Arrived at EDR: 04/11/2014 Data Made Active in Reports: 04/2912014 Number of Days to Update: 18 SAN LUIS OBISPO COUNTY: CUPA Facility List Cupa Facility List. Source: Environmental Health Department Telephone: NIA Last EDR Contact: 06119/2014 Next Scheduled EDR Contact: 10/0612014 Data Release Frequency: Semi -Annually Date of Government Version: 06/1112014 Source: San Luis Obispo County Public Health Department Date Data Arrived at EDR: 06113/2014 Telephone: 805-781-5596 Date Made Active in Reports: 07/09/2014 Last EDR Contact 06109/2014 Number of Days to Update: 26 Next Scheduled EDR Contact 09/08/2014 Data Release Frequency: Varies SAN MATEO COUNTY: Business Inventory List includes Hazardous Materials Business Plan, hazardous waste generators, and underground star -age tanks. Date of Government Version: 04/03/2014 Source: San Mateo County Environmental Health Services Division Date Data Arrived at FDR: 04/04/2014 Telephone: 650-363-1921 Date Made Active in Reports: 05101/2014 Last EDR Contact: 06/16/2014 Number of Days to Update: 27 Next Scheduled EDR Contact. 09/29/2014 Data Release Frequency: Annually Fuel Leak List A listing of leaking underground storage tank sites located in San Mateo county. Date of Government Version: 0311712014 Source: San Mateo County Environmental Health Services Division Date Data Arrived at EDR: 03/18/2014 Telephone: 650-363-1921 Date Made Active in Reports: 04/24/2014 Last EDR Contact 0611312014 Number of Days to Update: 37 Next Scheduled EDR Contact: 0912912014 Data Release Frequency: Serpi-Annually SANTA BARBARA COUNTY: CUPA Facility Listing CUPA Program Listing from the Environmental Health Services division. Date of Government Version: 09/0812011 Source: Santa Barbara County Public Health Department Date Data Arrived at EDR: 09/0912011 Telephone: 805.686-8167 Date Made Active in Reports: 10107120.11 Last EDR Contact: 05122!2014 Number of Days to Update: 28 Next Scheduled EDR Contact: 09/08/2014 Data Release Frequency. Varies SANTA CLARA COUNTY: Cupa Facility List Cupa facility list TC4001689.2s Page GR -37 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING Date of Government Version: 0513012014 Date Data Arrived at EDR: 05/3012014 Date Made Active in Reports: 0710712014 Number of Days to Update: 38 SAN DIEGO COUNTY: Source: San Bernardino County Fire Department Hazardous Materials Division Telephone: 909-387-3041 Last EDR Contact: 05/12/2014 Next Scheduled EDR Contact: 08125/2014 Data Release Frequency: Quarterly 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, treatmentldisposal 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: 09/2412013 Date Made Active in Reports: 10117/2013 Number of Days to Update: 23 Solid Waste Facilities San Diego County Solid Waste Facilities. Date of Government Version: 10/31 12 01 3 Date Data Arrived at EDR: 11/19/2013 Date Made Active in Reports: 12/31/2013 Number of Days to Update: 42 Source: Hazardous Materials Management Division Telephone: 619-338-2268 Last EDR Contact: 06109/2014 Next Scheduled EDR Contact: 0912212014 Data Release Frequency: Quarterly Source: Department of Health Services Telephone: 619-338-2209 Last EDR Contact: 04/28/2014 Next Scheduled EDR Contact: 08/11/2014 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 SAN FRANCISCO COUNTY: Source: San Diego County Department of Environmental Health Telephone: 619-338-2371 Last EDR Contac!~ 06/0412014 Next Scheduled EDR Contact 09122/2014 Data Release Frequency: No update Planned Local Oversite Facilities A listing of leaking underground storage tank sites located in San Francisco county. Date of Government Version: 09119/2008 Source: Department Of Public Health San Francisco County Date Data Arrived at EDR: 09/19/2008 Telephone: 415-252-3920 Date Made.Active in Reports: 09/29/2008 Last EDR Contact: 0510912014 Number of Days to Update: 10 Next Scheduled EDR Contact 0812512014 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: 0311512011 Number of Days to Update: 5 SAN JOAQUIN COUNTY: Source. Department of Public Health Telephone: 415-252-3920 Last EDR Contact: 05109/2014 Next Scheduled EDR Contact 08125/2014 Data Release Frequency: Quarterly TC4001689.2s Page GR -36 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING Date of Government Version: 12/05=11 9 Source: Napa County Department of Environmental Management Date Data Arrived at EDR: 12106!2011 Telephone: 707-253-4269 Date Made Active in Reports: 02/0712012 Last EDR Contact: 05/30/2014 Number of Days to Update: 63 Next Scheduled EDR Contact: 09/15/2014 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: 01115/2008 Date Data Arrived at EDR: 01/1612008 Date Made Active in Reports: 02/0812008 Number of Days to Update: 23 NEVADA COUNTY: COPA Facility List CUPA facility list. Date of Government Version: 11/06/2013 Date Data Arrived at EDR: 11/0712013 Date Made Active in Reports: 12/04/2013 Number of Days to Update: 27 ORANGE COUNTY: List of Industrial Site Cleanups Petroleum and non -petroleum spills. Date of Government Version: 05/01/2014 Date Data Arrived at EDR: 05/15/2014 Date Made Active in Reports: 05/22/2014 Number of Days to Update: 7 Souroa: Napa County Department of Environmental Management Telephone: 707-2534269 Last EDR Contact: 05/3012014 Next Scheduled EDR Contact: 09/15/2014 Data Release Frequency: No Update Planned Souroe. Community Development Agency Telephone: 530-265-1467 Last EDR Contact: 05/13=114 Next Scheduled EDR Contact: 08/1812014 Data Release Frequency. Varies Source: Health Care Agency Telephone: 714-834-3446 Last EDR Contact: 05/0712014 Next Scheduled EDR Contact: 08/28/2014 Data Release Frequency. Annually List of Underground Storage Tank Cleanups Orange County Underground Storage Tank Cleanups (LUST). Date of Government Version: 05101/2014 Date Data Arrived at EDR: 05/15/2014 Date Made Active in Reports: 0512812014 Number of Days io Update: 13 Source: Health Care Agency Telephone: 71434-3446 Last EDR Contact: 05107/2014 Next Scheduled EDR Contacts 0812512014 Data Release Frequency: Quarterly List of Underground Storage Tank Facilities Orange County Underground Storage Tank Facilities (UST). Date of Government Version: 05/01/2014 Date Data Arrived at EDR: 05/14/2014 Date Made Active in Reports: 05/2112014 Number of Days to Update: 7 PLACER COUNTY: Source. Health Care Agency Telephone: 714-834-3446 Last EDR Contact 05/07%2014 Next Scheduled EDR Contact: 08/25/2014 Data Release Frequency: Quarterly TC4001689.2s Page GR -34 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING Master List of Facilities List includes aboveground tanks, underground tanks and cleanup sites. Date of Government Version: 06/09/2014 Source: Placer County Health and Human Services Date Data Arrived at EDR: 06/10/2014 Telephone: 530-745-2363 Date Made Active in Reports: 07/0912014 Last EDR Contact: 06/09/2014 Number of Days to Update: 29 Next Scheduled EDR Contact 09/22/2014 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: 04115/2014 Source: Department of Environmental Health Date Data Arrived at EDR: 04/17/2014 Telephone: 951358-5055 Date Made Active in Reports: 04124/2014 Last EDR Contact: 0612312014 Number of Days to Update: 7 Next Scheduled EDR Contact 10/0612014 Data Release Frequency: Quarterly Underground Storage Tank Tank List Underground storage tank sites located in Riverside county. Date of Government Version: 04/1512014 Source: Department of Environmental Health Date Data Arrived at FDR: 04/1712014 Telephone: 951-358-5055 Date Made Active in Reports: 05109/2014 Last EDR Contact: 06/23/2014 Number of Days to Update: 22 Next Scheduled EDR Contact 10/06/2014 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: 02/06/2014 Source: Sacramento County Environmental Management Date Data Arrived at EDR: 04/08/2014 Telephone: 91"75-8406 Date Made Active in Reports: 04/29/2014 Last EDR Contact: 04/04/2014 Number of Days to Update: 21 Next Scheduled EDR Contact: 07/2112014 Data Release Frequency: Quarterly Master Hazardous Materials Facility List Any business that has hazardous materials on site - hazardous material storage sites, underground storage tanks, waste generators. Date of Government Version: 02/06/2014 Source: Sacramento County Environmental Management Date Data Arrived at EDR: 04/0812014 Telephone: g18-875-8406 Date Made Active in Reports: 04129/2014 Last EDR Contact 0410412014 Number of Days to Update: 21 Next Scheduled EDR Contact: 07121/2014 Data Release Frequency: Quarterly SAN BERNARDINO COUNTY: Hazardous Material Permits This listing includes underground storage tanks, medical waste handlersigenerators, hazardous materials handlers, hazardous waste generators, and waste oil generatom/handlers. TC4001689.2s Page GR -35 GOVERNMENT RECORDS SEARCHED I DATA CURRENCY TRACKING Date of Government Version: 0610212014 Date Data Arrived at EDR: 06143/2014 Date Made Active in Reports: 06/23/2014 Number of Days to Update: 20 Source: Department of Environmental Health Telephone: 408-918-1973 Last EDR Contact: 06/02/2014 Next Scheduled EDR Contact: 09/15/2014 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: 040/2005 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 Contact06/22/2009 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: 408-91&-3417 Last EDR Contact: 06/02/2014 Next Scheduled EDR Contact 09/1512014 Data Release Frequency: Annually Hazardous Material Faciiftfes Hazardous material facilities, including underground storage tank sites. Date of Government Version: 05/12/2014 Date Data Arrived at EDR: 06/19/2014 Date Made Active in Reports: 05/28/2014 Number of Days to Update: 9 SANTA CRUZ COUNTY: CUPA Facility List CUPA facility listing. Date of Government Version: 05/27/2014 Date Data Arrived at EDR: 05/28/2014 Date Made Active in Reports: 0612012014 Number of Days to Update: 23 SHASTA COUNTY: CUPA Facility List Cupa Facility List Date of Government Version: 06/1012014 Date Data Arrived at EDR: 06/12/2014 Date Made Active in Reports: 06/20/2014 Number of Days to Update: 8 SOLANO COUNTY: Source: City of San Jose Fire Department Telephone: 408-535-7694 Last EDR Contact 05/12/2014 Neat Scheduled EDR Contact 08/25/2014 Data Release Frequency: Annually Source: Santa Cruz County Environmental Health Telephone: 831-4642761 Last EDR Contact: 05/27/2014 Next Scheduled EDR Contact: 09108!2014 Data Release Frequency: Varies Source: Shasta County Department of Resource Management Telephone. 530-225-5789 Last EDR Contact: 05/2212014 Next Scheduled EDR Contact 09/08/2014 Data Release Frequency: Varies TC4001689.2s Page GR -38 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING Leaking Underground Storage Tanks A listing of leaking underground storage tank sites located in Solano county_ Date of Government Version: 04/25/2014 Source: Solana County Department of Environmental Management Date Data Arrived at EDR: 04101/2014 Telephone: 707-784-6770 Date Made Active in Reports: 04128/2014 Last EDR Contact 06/1312014 Number of Days to Update: 27 Next Scheduled EDR Contact 0912912014 Data Release Frequency: Quarterly Underground Storage Tanks Underground storage tank sites located in Solana county. Date of Government Version: 03/25/2014 Source: Solana County Department of Environmental Management Date Data Arrived at EDR: 04/0112014 Telephone: 707-784-6770 Date Made Active in Reports: 05105/2014 Last EDR Contact: 06/13/2014 Number of Days to Update: 34 Next -Scheduled EDR Contact: 09/29/2014 Data Release Frequency: Quarterty SONOMA COUNTY: Cupa Facility List Cupa Facility list Date of Government Version: 1213112013 Source: County of Sonoma Fire & Emergency Services Department Date Data Arrived at EDR: 01102/2014 Telephone: 707-565-1174 Date Made Active in Reports: 02/1112014 Last EDR Contact: 06126/2014 Number of Days to Update: 40 Next Scheduled EDR Contact 1011312014 Data Release Frequency: Varies Leaking Underground Storage Tank Sites A listing of leaking underground storage tank sites kacated in Sonoma county. Date of Government Version: 04/0112014 Date Data Arrived at EDR: 04/03/2014 Date Made Active in Reports: 04/28/2014 Number of Days to Update: 25 SUTTER COUNTY: Source: Department of Health Services Telephone: 707-565-6565 Last EDR Contact: 0612612014 Next Scheduled EDR Contact 10/13/2014 Data Release Frequency: Quarterly Underground Storage Tanks Underground storage tank sites located in Sutter county. Date of Government Version: 03/24/2014 Source: Sutter County Department of Agriculture Date Data Arrived at EDR: 03/24/2014 Telephone: 530-822-7500 Date Made Active in Reports: 04/28/2014 Last EDR Contact: 06/09/2014 Number of Days to Update: 35 Next Scheduled EDR Contact: 09/22/2014 Data Release Frequency: Semi Annually TUOLUMNE COUNTY: CUPA Facility List Cupa facility list Date of Government Version: 05/16/2014 Date Data Arrived at EDR: 05/16/2014 Date Made Active in Reports: 06/13/2014 Number of Days to Update: 28 VENTURA COUNTY: Source: Divison of Environmental Health Telephone: 209-533-633 Last EDR Contact: 04/28/2014 Next Scheduled EDR Contact: 08111 /2014 Data Release Frequency. Varies TC4001689.2s Page GR -39 GOVERNMENT RECORDS SEARCHED ! DATA CURRENCY TRACKING Business Plan, Hazardous Waste Producers, and Operating Underground Tanks The BWT list indicates by site address whether the Environmental Health Division has Business Plan (B), Waste Producer (W), and/or Underground Tank (T) information. Date of Government Version: 04/2812014 Source: Ventura County Environmental Health Division Date Data Arrived at EDR: 05/2012014 Telephone: 805-654-2813 Date Made Active in Reports: 05127/2014 Last EDR Contact: 05/16/2014 Number of Days to Update: 7 Next Scheduled EDR Contact: 09/01/2014 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: 1 210 1 r201 1 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 07101/2014 Next Scheduled EDR Contact 10113/2014 Date Release Frequency: Annually Listing of Underground Tank Cleanup Sites Ventura County Underground Storage Tank Cleanup Sites (LUST). Date of Government Version: 0512912008 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 Teiephone: 805-654-2813 Last EDR Contact 05/16/2014 Next Scheduled EDR Contact 09101/2014 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: 0412812014 Source: Ventura County Resource Management Agency Date Date Arrived at EDR: 04/30/2014 Telephone: 805-654-2813 Date Made Active in Reports: 05/19/2014 Last EDR Contact 04/2812014 Number of Days to Update: 19 Next Scheduled EDR Contact 08111/2014 Data Release Frequency: Quarterly Underground Tank Closed Sites List Ventura County Operating Underground Storage Tank Sites (UST)/Underground Tank Closed Sites Liss Date of Government Version. 03/06/2014 Date Data Arrived at EDR: 03/21/2014 Date Made Active in Reports: 04128/2014 Number of Days to Update: 38 YOLO COUNTY: Source: Environmental Health Division Telephone: 805-654-2813 Last EDR Contact 06/16/2014 Next Scheduled EDR Contact: 09/29/2014 Data Release Frequency: Quarterly Underground Storage Tank Comprehensive Facility Report Underground storage tank sites located in Yolo county. Date of Govemment Version: 04/0112414 Date Data Arrived at EDR: 04/08/2014 Date Made Active in Reports: 05105/2014 Number of Days to Update: 27 YUBA COUNTY. Source: Yolo County Department of Health Telephone: 530-666-8646 Last EDR Contact: 0 611 91201 4 Next Scheduled EDR Contact: 10/06/2014 Data Release Frequency: Annually TC4001689.2s Page GR -40 GOVERNMENT RECORDS SEARCHED ! DATA CURRENCY TRACKING CUPA Facility List CUPA facility listing for Yuba County. Date of Government Version: 05/19/2014 Source: Yuba County Environmental Health Department Date Data Arrived at EDR: 05/22/2014 Telephone: 530-749-7523 Date Made Active in Reports: 06/19/2014 Last EDR Contact. 05119/2014 Number of Days to Update: 28 Next Scheduled EDR Contact: 0811812014 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 Source: Department of Energy & Environmental Protection Date Data Arrived at EDR: 08/19/2013 Telephone: 860-424-3375 Date Made Active in Reports: 10/0312013 Last EDR Contact: 05/23/2014 Number of Days to Update: 45 Next Scheduled EDR Contact 0910112014 Data Release Frequency: Annually NJ MANIFEST: Manifest Information Hazardous waste manifest information. Date of Govemment Version: 12/31/2011 Source: Department of Environmental Protection Date Data Arrived at EDR: 07/19/2012 Telephone: NIA Date Made Active in Reports: 08/28/2012 Last EDR Contact: 04/18/2014 Number of Days to Update: 40 Next Scheduled EDR Contact: 07/28/2014 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: 05/01/2014 Source: Department of Environmental Conservation Date Data Arrived at EDR: 05/07/2014 Telephone: 518-402-8659 Date Made Active in Reports: 06/10/2014 Last EDR Contact: 05/0712014 Number of Days to Update: 34 Next Scheduled EDR Contact: 08/18/2014 Data Release Frequency: Annually PA MANIFEST: Manifest Information Hazardous waste manifest information. Date of Govemment Version: 12/3112012 Source: Department of Environmental Protection Date Data Arrived at EDR: 07/24/2013 Telephone: 717-783-8990 Date Made Active in Reports: 08/19/2013 Last EDR Contact: 04/21/2014 Number of Days to Update: 26 Next Scheduled EDR Contact: 08/04/2014 Data Release Frequency: Annually RI MANIFEST: Manifest information Hazardous waste manifest information Date of Government Version: 12/31/2012 Source: Department of Environmerrtal Management Date Data Arrived at EDR: 0612112013 Telephone: 401-222-2797 Date Made Active in Reports: 08/05/2013 Last EDR Contact: 05/27/2014 Number of Days to Update: 45 Next Scheduled EDR Contact: 09/08/2014 Data Release Frequency: Annually TC4001689.25 Page GR -41 GOVERNMENT RECORDS SEARCHED I DATA CURRENCY TRACKING WI MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12131/2012 Source: Department of Natural Resources Date Data Arrived at EDR: 08/49/2013 Telephone: NIA Date Made Active in Reports: 09/2712013 Last EDR Contact: 06/16/2014 Number of Days to Update: 49 Next Scheduled EDR Contact: 09/29/2014 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 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: 312-280-6991 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 an private school locations in the United States. Daycare Centers: Licensed Facilities Source: Department of Social Services Telephone: 916-657-4441 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 104 -year and 500 -year flood zones as defined by FEMA. NWL National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDIT In 2002, 2005 and 2010 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 ftt to the Universal Transverse Mercator (UTM) projection. TC4001689.2s Page GR -42 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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 awned 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. TC4001689.2s Page GR -43 14833 Pacific Avenue 14833 Pacific Avenue Baldwin Park, CA 91706 Inquiry Number: 4001689.2s July -10, 2014 6 Armstrong Road, 4th floor Shelton, GT 06484 Toll EDR® Environmental Data Resources Inc wwFree:w.edmet.comt.com2.Qaso FORM-h!!AL-PVC TABLE OF CONTENTS SECTION PAGE Executive Summary------------------------------------------------------- ESI OverviewMap ----------------------------------------------------------- 2 DetailMap-------------------------------------------------------------- 3 Map Findings Summary--------------------------------------------- ---------------------------------------------------- 4 --------------- Map Findings ---------------------------------------------- 8 Orphan Summary--------------------------------------------------------. 72 Government Records Searched/Data Currency Tracking- - - - - - - - - - - - - - - - - - - - - - - - - - GRA GEOCHECK ADDENDUM GeoCheck - Not Requested Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. This Report contains certain information obtained from oa a variety of p4ueblic and other sourcesrrreasonably availablet and e pto Environmental Data other sources. NO WARRot be concluded from this ANTY EXPRESSED OR IMPLIED, that IS MADE WHATSOEVER nfor CONNECTION WITH THIS REPORT, ENVIRONMENTAL ONMENTALexist from DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAILING 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 1 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 2014 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 Sanbom 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. T04001689.2s Page 1 EXECUTIVE SUMMARY A search of available environmental reoords 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 14833 PACIFIC AVENUE BALDWIN PARK, CA 91706 COORDINATES Latitude (North): 34.0810000 - 34' 4' 51.60" Longitude (West): 117.9535000 - 117' 57' 12.60" Universal Tranverse Mercator. Zone 11 UTM X (Meters): 412026.5 UTM Y (Meters): 3771352.8 Elevation: 373 ft. above sea level USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY Target Properly: TP Source: USGS 7.5 min quad index AERIAL PHOTOGRAPHY IN THIS REPORT Portions of Photo from: 20120505 Source: USDA T04001689.2s EXECUTIVE SUMMARY 1 MAPPED SITES SUMMARY Target Property Address. 14833 PACIFIC AVENUE BALDWIN PARK, CA 91706 Click on Map 1D to see full detail. MAP RELATIVE DIST (ft.) 1D SITE NAME ADDRESS DATABASE ACRONYMS ELEVATION DIRECTION Reg SAN GABRIEL VALLEY AOCONCERN Same 1 ft. Reg SAN GABRIEL VALLEY ( SUNSET & SAN BERNARD NPL, CERCLIS, US ENG CONTROLS, ROD, PRP Same 1 ft. 1 GAYLON FITE INSTALLA 14801 PACIFIC AVE WIP Lower 370, West A2 THE SOUTHLAND CORP S 3705 PUENTE AVE CA FID UST, SWEEPS UST Higher 684, SSE A3 7 -ELEVEN STORE 41932 3705 PUENTE AVE HIST UST Higher 684, SSE A4 7-11 #19329 3705 PUENTE AVE HIST CORTESE, LUST Higher 684, SSE B5 3665 PUENTE AVE EDR US Hist Auto Stat Lower 833, South B6 CALIFORNIA TARGET EN 3665 PUENTE AVE HIST CORTESE, LUST, SWEEPS UST, LOS ANGELES CO.... Lower 833, South B7 USA GASOLINE STATION 3665 PUENTE AVE UST Lower 833, South B8 TESORO WEST COAST CO 3665 N PUENTE AVE RCRA-SQG, FINDS Lower 833, South B9 RAMEREZ SHELL AUTO C 3660 N PUENTE AVE LUST, SWEEPS UST, LOS ANGELES CO. HMS Lower 858, South 810 3660 PUENTE AVE EDR US Mist Auto Stat Lower 858 South B11 812 13 C14 15 C16 17 18 D19 D20 E21 E22 E23 24 25 26 PETROMAX SYLVAN JACQUES A -ALLOVER LOCK & SAF OCCUPANT OCCUPANT BALDWIN PARK HIGH SC SOUTHERN PACIFIC-BAL BALDWIN PARK TRANSIT CITY OF BALDWIN PARK LA CO DEPT OF PUBLIC LA CO DEPT OF PUBLIC BALDWIN PARK ROAD YA BALDWIN PARK {SAN GA LUCKY ONE-HOUR CLEAN FORD SPEED PARTS SPC 3660 PUENTE AVE 3660 PUENTE AVE 14922 PACIFIC AVE 14937 PACIFIC AVE 3727 STICHMAN AVE 14944 PACIFIC AVE 3900 PUENTE AVE 3925 DEPOT ST 14403 EAST PACIFIC A 14403 PACIFIC AVE E 14747 RAMONA BLVD E 14747 RAMONA 14747 E RAMONA BLVD COVERS PORTIONS OF C 4138 N. MAINE AVE. 4273 AUCTION AVE. UST HEST UST WIP WIP EDR US Hist Cleaners WIP SCH, NPDES, ENVIROSTOR HIST CORTESE, LUST NPDES, HIST CORTESE LUST, MIST UST, SWEEPS UST, WIP, LOS ANGELES CO.... LUST MIST CORTESE SWFILF, LUST, LA Co. Site Mitigation, LOS ANGELES... Cortese, ENVIROSTOR LA Co. Site Mitigation, ENVIROSTOR Notify 65 Lower Lower Higher Higher Lower Higher Higher Higher Higher Higher Higher Higher Higher Higher Higher Higher 858, South 8'58, South 957, SSE 1186, SE 1195, West 1197, SE 1353, NE 2321, NNW 2467, NW 2467, NW 2580, North 2580, North 2580, North 2922, NW 3134, NW 3497, North 4001689.2s Page 2 EXECUTIVE SUMMARY TARGET PROPERTY SEARCH RESULTS The target property was not listed in any of the databases searched by EDR. 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. STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL: A review of the NPL list, as provided by EDR, and dated 10/2512013 has revealed that there is 1 NPL site within approximately 1 mile of the target property. Equal/Higher Elevation Address ]Direction I Distance Map ID Page SAN GABRIEL VALLEY( SUNSET & SAN BERNARD 0 - 1/8 (0.000 mi:) 0 a Federal CERCLIS list CERCLIS: A review of the CERCLIS list, as provided by EDR, and dated 10/2512013 has revealed that there is 1 CERCLIS site within approximately 0.5 miles of the target property. Equal/Higher Elevation Address Direction I Distance Map ID Page SAN GABRIEL VALLEY( SUNSET & SAN BERNARD 0 - 118 (0.000 mi) 0 8 Federal RCRA generators list RCRA-SQG: A review of the RCRA-SQG list, as provided by EDR, and dated 03111/2014 has revealed that there is 1 RCRA-SQG site within approximately 0.25 miles of the target property. Lower Elevation Address Direction I Distance Map ID Page TESORO WEST COAST CO 3885 N PUENTE AVE S 1/8 - 1/4 (0.138 mi.) B8 10 TC4001689.2s EXECUTIVE SUMMARY 3 EXECUTIVE SUMMARY Federal institutional controls/engineering controls registries US ENG CONTROLS: A review of the US EMG CONTROLS list, as provided by EDR, and dated 12117/2013 has revealed that there is 1 US ENG CONTROLS site within approximately 0.5 miles of the target property. Equal/Higher Elevation Address Direction / Distance Map ID Page SAN GABRIEL. VALLEY( SUNSET & SAN BERNARD 0 - 1/8 (0;000 mi.) 0 8 State- and tribal - equivalent CERCUS ENVIROSTOR: A review of the ENVIROSTOR list, as provided by EDR, and dated 06/05/2014 has revealed that there are 3 ENVIROSTOR sites within approximately 1 mile of the target property. EquallHigher Elevation Address Direction / Distance Map ID Page SALDWIN PARK HIGH SC 3900 PUENTE AVE NE 114 -112 (0.256 m1.) 17 12 Status: Inactive - Action Required BALDWIN PARK (SAN GA COVERS PORTIONS OF C NW 112 - 1(0.553 mi.) 24 14 Status: Active 14403 PACIFIC AVE E NW 114 - 1/2 (0.467 mi.) D20 12 LUCKY ONE-HOUR CLEAN 4138 N. MAWE AVE NW 112- 1(0.394 mi.) 25 14 Status: Refer. 1248 Local Agency 14747 RAMONA BLVD E N 1/4 -1/2 (0.489 mi.) E21 13 State and tribal landflll and/or solid waste disposal site lists SWFILF: A review of the SWFILF list, as provided by EDR, and dated 05/19/2014 has revealed that there is 1 SWFILF site within approximately 0.5 miles of the target property. Equal/Higher Elevation Address Direction l Distance Map ID Page BALDWIN PARK ROAD YA 14747 E RAMONA BLVD N 114 -112 (0.489 mi.) E23 13 State and tribal leaking storage tank lists LUST: A review of the LUST list, as provided by EDR, and dated 05/01/2014 has revealed that there are 7 LUST sites within approximately 0.5 miles of the target property. Equal/Higher Elevation Address Direction l Distance Map ID Page 7-11 #99329 3705 PUENTEAI/E SSE 118 - 114 (0-130 mi) A4 9 Status: Completed - Case Closed SOUTHERN PACIFIC-BAL 3925 DEPOT ST NNW 114 -112 (0.440 mi.) 18 12 CITY OF BALD WIN PARK 14403 PACIFIC AVE E NW 114 - 1/2 (0.467 mi.) D20 12 Status: Completed - Case Closed LA CO DEPT OF PUBLIC 14747 RAMONA BLVD E N 1/4 -1/2 (0.489 mi.) E21 13 Status: Completed - Case Closed TC40016892s EXECUTIVE SUMMARY 4 EquaUHigher Elevation BALDINiN PARK ROAD YA Status: Completed - Case Closed Lower Elevation CALIFORNIA TARGET EN Status: Completed - Case Closed RAMFREZ SHELL AUTO C Status: Completed - Case Closed EXECUTIVE SUMMARY Address Direction / Distance Map ID Page 14747 E RAMONA BLVD N 114 -112 (0.489 mi.) E23 13 Address Direction 1 Distance Map ID Page 3665 PUENTE AVE S 1/8 - 114 (0.138 mi.) S6 9 3660 N PUENTE AVE S 118 - 114 (0.162 mi.) B9 10 State and tribal registered storage tank lists UST: A review of the UST fist, as provided by EDR, and dated 03/17/2014 has revealed that there are 2 UST sites within approximately 0.25 mites of the target property. Lower Elevation Address Direction 1 Distance Map ID Page USA GASOLINE STATION 3665 PUENTE AVE S 1/8 - 114 (0.158 mi.) B7 9 PETROMAX 3660 PUENTE AVE S 118 - 114 (0,162 mi.) Bi 1 10 ADDITIONAL ENVIRONMENTAL RECORDS Local Lists of Hazardous waste / Contaminated Sites AOCONCERN: A review of the AOCONCERN list, as provided by EDR, and dated 03/30/2009 has revealed that there is 1 AOCONCERN site within approximately 1 mile of the target property. Eaual/Hiaher Elevation Address Direction / Distance Map ID Page SAN GABRIEL VALLEY ❑ - 118 (0.000 mi.) ❑ 8 Local Lists of Registered Storage ranks CA FID UST: A review of the CA FID UST list, as provided by EDR, and dated 10/31/1994 has revealed that there is 1 CA FID UST site within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction 1 Distance Map ID Page THE SOUTHLAND CORP S 3705 PUENTE A VLA SSE 1/8 - 114 (0.130 mL) A2 8 TC4001689.2s EXECUTIVE SUMMARY 5 EXECUTIVE SUMMARY HIST UST: A review of the HIST UST list, as provided by EDR, and dated 1 011 5/1 990 has revealed that there are 2 H IST UST sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction I Distance Map ID Page 7 -ELEVEN STORE #1932 3705 PUENTE AVE SSE 118 -114 (0.130 mi.) A3 a Lower Elevation Address Direction I Distance Map ID Page SYLVAN JACQUES 3660 PUENTE AVE S 118 -114 (4.162 mi.) B12 11 SWEEPS UST: 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. Equal/Higher Elevation Address Direction I Distance Map ID Page THE SOUTHLAND CORP S 3705 PUENTE AVE SSE 118 -114 (0.130 mi.) A2 8 Lower Elevation Address Direction I Distance Map ID Page CALIFORNIA TARGET EN 3665 PUENTE A VE S 118 - 114 (0.158 mL) B6 9 RAMEREZ SHELL AUTO C 3660 N PUENTE AVE S 1/8 - 114 (0.162 mL) 89 10 Other Ascertainable Records ROD: A review of the ROD list, as provided by EDR, and dated 11/25/2013 has revealed that there is 1 ROD site within approximately 1 mile of the target property. Equal/Higher Elevation Address Direction I Distance Map ID Page SAN GABRIEL VALLEY( SUNSET & SAN BERNARD 0 - 1/8 (0.000 mi.) 0 8 HIST CORTESE: A review of the HIST CORTESE list, as provided by EDR, and dated 04/01/2001 has revealed that there are 5 HIST CORTESE sites within approximately 0.5 miles of the target property. EquallHigher Elevation Address Direction I Distance Map ID 7-11 #19329 SOUTHERN PACIFIC-BAL BALDiMN PARK TRANSIT LA CO DEPT OF PUBLIC Lower Elevation CALIFORNIA TARGET FN 3705 PUENTE AVE 3925 DEPOT ST 14403 EAST PACIFIC A 14747 RAMONA Address 3665 PUENTE AVE SSE 118 - 114 (0.130 mi.) A4 NNW 114 -1/2 (0.440 mL) 18 NW 114 - 112 (0.467 mi.) D19 N 114 - 112 (0.489 mi.) F" Direction I Distance Map ID S 1/8 - 1/4 (0.158 mi.) B6 Page 9 12 12 13 Page 9 TC40016892s EXECUTIVE SUMMARY 6 EXECUTIVE SUMMARY Notify 65: A review of the Notify 65 list, as provided by EDR, and dated 10/21/1993 has revealed that there is 1 Notify 65 site within approximately 1 mile of the target property. Equal/Higher Elevation Address Direction 1 Distance Map ID Page FORD SPEED PARTS SPC 4273 AUCTION AVE. N 112 - 1 (0.662 mi.) 26 14 WIP: A review of the WIP list, as provided by EDR, and dated 07/03/2009 has revealed that there are 4 WIP sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction I Distance Map ID Page• A -ALLOVER LOCK & SAF 14922 PACIFIC AVE SSE 118 -114 (0.181 mi.) 13 11 Facility Status: Historical OCCUPANT 14937 PACIFIC AVE SE 118 - 114 (0225 mi.) C14 11 Facility Status: Historical OCCUPANT 14944 PACIFIC AVE SE 118 - 114 (0.227 mi.) C16 11 Facility Status: Historical Lower Elevation Address Direction I Distance Map ID Page GAYLON FITE INSTALLA 14801 PACIFIC AVE W 0 -118 (0.070 mi.) 1 8 Facility Status: Historical EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR US Hist Auto Stat: A review of the EDR US Hist Auto Stat list, as provided by EDR, has revealed that there are 2 EDR US Hist Auto Stat sties within approximately 0.25 miles of the target property - Lower Elevation Address Direction I Distance Map ID Not reported Not reported 3665 PUENTE AVE S 118 -114 (0.158 mi.) B5 3660 PUENTE AVE S 118 - 114 (0.162 mi.) B10 Page 9 10 EDR US Hist Cleaners: A review of the EDR US Hist Cleaners list, as provided by EDR, has revealed that there is 1 EDR US Hist Cleaners site within approximately 0.25 miles of the target property. Lower Elevation Address Direction 1 Distance Map ID Page Not reported 3727 STICHMAN AVE W 118 - 114 (0.226 mi.) 15 11 TC4001689.2s EXECUrIVESUMMARY7 �§§ E_= w?/\ 2 oq§am § 7 CY Q j 2§§JI\/§ 2 )§\]§)k% § k a. § ; ■ � U) �le�yy # �wma= a ƒ9ƒIƒ mu 222$$)z )a)\)§4\ j f 9==<mu«« �.e: - �GLi�:aILYI - saa►+ul :L.Gldl.l CefiCl�1 _ aa.mrl �_illrl m m MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 118 1/8-1/4 114-1/2 1/2-1 > 1 Plotted STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL 1.000 Proposed NPL 1.000 NPL LIENS TP Federal Delisted NPL site list Delisted NPL 1.000 Federal CERCLIS list CERCLIS 0.500 FEDERAL FACILITY 0.5000 Federal CERCLIS NFRAP site List CIRC-NFRAP 0.500 Federal RCRA CORRACTS facilities list CORRACTS 1.000 Federal RCRA non-CORRACTS TSD facilities Iist RCRA-TSDF 0.500 Federal RCRA generators list RCRA-LQG 0.250 RCRA-SQG 0.250 RCRA-CESQG 0.250 Federal Institutional controls / engineering controls registries US ENG CONTROLS 0.500 US INST CONTROL 0.500 LUCIS 0.500 Federal ERNS list ERNS TP Stats- and tribal - equivalent NPL RESPONSE 1.000 State- and tribal - equivalent CERCLIS ENVIROSTOR 1.000 State and tribal landbll and/or solid waste disposal site lists SWF/LF 0.500 State and tribal leaking storage tank lists LUST 0.500 1 0 0 0 NR 1 0 0 0 0 NR 0 NR NR NR NR NR 0 0 0 0 0 NR 0 1 0 0 NR NR 1 0 0 0 NR NR 0 0 0 0 NR NR 0 0 0 0 0 NR 0 0 0 0 NR NR 0 0 0 NR NR NR 0 0 1 NR NR NR 1 0 0 NR NR NR 0 1 0 0 NR NR 1 0 0 0 NR NR 0 0 0 0 NR NR 0 NR NR NR NR NR 0 0 0 0 0 NR 0 0 0 1 2 NR 3 0 0 1 NR NR 1 0 3 4 NR NR 7 TC40016892s Page 4 MAP FINDINGS SUMMARY Search 0 US BROWNFIELDS 0.500 Local Lists of Landfill/ Solid Waste Disposal Sites 0 Distance Target 0.500 DEBRIS REGION 9, 0.500 WMUDSISWAT 0.500 Total Database (Miles) Property < 118 1/8-1/4 1/4-112 1/2-1 > 1 Plotted SLIC 0.500 0 0 0 NR NR 0 INDIAN LUST 0.500 0 0 0 NR NR 0 State and tribal registered storage tank lists Local Lists of Registered Storage Tanks CA FID LIST 0.250 HIST UST 0.250 SWEEPS UST UST 0.250 0 2 NR NR NR 2 AST 0.250 0 0 NR NR NR 0 INDIAN UST 0.250 0 0 NR NR NR 0 FEMA UST 0.250 0 0 NR NR NR 0 State and tribal voluntary cleanup sites 1 NR NR NR 1 0 2 VCP 0.500 0 0 0 NR NR 0 INDIAN VCP 0.500 0 0 0 NR NR 0 ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists 0 US BROWNFIELDS 0.500 Local Lists of Landfill/ Solid Waste Disposal Sites 0 ODI 0.500 DEBRIS REGION 9, 0.500 WMUDSISWAT 0.500 SWRCY 0.500 HAULERS TP INDIAN ODI 0.500 Local Lists of Hazardous waste / Contaminated Sites 0 US CDL TP HIST Cal -Sites 1.000 SCH 0250 Toxic Pits 1.000 AOCONCERN 1.000 CDL TP US HIST CDL TP Local Lists of Registered Storage Tanks CA FID LIST 0.250 HIST UST 0.250 SWEEPS UST 0.250 Local Land Records NR 0 LIENS 2 TP LIENS TP DEED 0.500 Records of Emergency Release Reports HMIRS TP CHMIRS TP 0 0 0 NR NR 0 0 0 0 NR NR 0 0 0 0 NR NR 0 0 0 0 NR NR 0 0 0 0 NR NR 0 NR NR NR NR NR 0 0 0 0 NR NR 0 NR NR NR NR NR 0 0 0 0 0 NR 0 0 0 NR NR NR 0. 0 0 0 0 NR 0 1 0 0 0 NR 1 NR NR NR NR NR 0 NR NR NR NR NR 0 0 1 NR NR NR 1 0 2 NR NR NR 2 0 3 NR NR NR 3 NR NR NR NR NR 0 NR NR NR NR NR 0 0 0 0 NR NR 0 NR NR NR NR NR 0 NR NR NR NR NR 0 TCs4001689.2s Page 5 MAP FINDINGS SUMMARY Total Plotted 0 0 0 Tr -4001M -2s Page 6 Search Distance Target Database (Miles) Property < 118 1/8-1/4 1/4-112 112-1 > 1 LDS TP NR NR NR NR NR MCS TP NR NR NR NR NR SPILLS 90 TP NR NR NR NR NR Other Ascertainable Records RCRA NonGen 1 NLR 0.250 0 0 NR NR NR DOT OPS TP NR NR NR NR NR DOD 1.000 0 0 0 0 NR FUDS 1.000 0 0 0 0 NR CONSENT 1.000 0 0 0 0 NR ROD 1.000 1 0 0 0 NR UMTRA 0.500 0 0 0 NR NR US MINES 0.250 0 0 NR NR NR TRIS TP NR NR NR NR NR TSCA TP NR NR NR NR NR FTTS TP NR NR NR NR NR HIST FITS TP NR NR NR NR NR SSTS TP NR NR NR NR NR ICIS TP NR NR NR NR NR PADS TP NR NR NR NR NR MLTS TP NR NR NR NR NR RADINFO TP NR NR NR NR NR FINDS TP NR NR NR NR NR RAATS TP NR NR NR NR NR RMP TP NR NR NR NR NR CA BOND EXP. PLAN 1.000 0 0 0 0 NR UIC TP NR NR NR NR NR NPDES TP NR NR NR NR NR Cortese 0.500 0 0 0 NR NR HIST CORTESE 0.500 0 2 3 NR NR CUPA Listings 0.250 0 0 NR NR NR Notify 85 1.000 0 0 0 1 NR LA Co. Site Mitigation TP NR NR NR NR NR DRYCLEANERS 0.250 0 0 NR NR NR LOS ANGELES CO. HMS TP NR NR NR NR NR WIP 0.250 1 3 NR NR NR ENF TP NR NR NR NR NR HAZNET TP NR NR NR NR NR EMI TP NR NR NR NR NR INDIAN RESERV 1.000 0 0 0 0 NR SCRD DRYCLEANERS 0.500 0 0 0 NR NR Financial Assurance TP NR NR NR NR NR PROC 0.500 0 0 0 NR NR EPA WATCH LIST TP NR NR NR NR NR 2020 COR ACTION 0.250 0 0 NR NR NR LEAD SMELTERS TP NR NR NR NR NR US AIRS TP NR NR NR NR NR WDS TP NR NR NR NR NR PRP TP NR NR NR NR NR PCS TRANSFORMER TP NR NR NR NR NR COAL ASH EPA 0.500 0 0 0 NR NR Total Plotted 0 0 0 Tr -4001M -2s Page 6 MAP FINDINGS SUMMARY EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP Search EDR US Hist Auto Stat 0.250 EDR US Hist Cleaners 0.250 EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives Distance Target TP RGA LUST TP Total Database (Miles) Property < 118 1/8-1/4 1/4-112 1/2-1 > 1 Plotted MWMP 0.250 0 0 NR NR NR 0 COAL ASH DOE TP NR NR NR NR NR 0 HWT 0.250 0 0 NR NR NR 0 HWP 1.000 0 0 0 0 NR 0 US FIN ASSUR TP NR NR NR NR NR 0 EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP 1.000 EDR US Hist Auto Stat 0.250 EDR US Hist Cleaners 0.250 EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA LF TP RGA LUST TP NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database 0 0 0 0 NR 0 0 2 NR NR NR 2 0 1 NR NR NR 1 NR NR NR NR NR 0 NR NR NR NR NR 0 TC4001689.2s Page 7 Map ID Direction Distance Elevation Site Areas aI SAN GABRIEL VALLEY Concern LOS ANGELES (County), CA < 118 1ft. Click here for full text details NPL SAN GABRIEL VALLEY (AREA 2) Region SUNSET & SAN BERNARDINO FREEWAY BALDWIN PARK, CA 91706 c 118 1 ft. Click here for full taxi details NPL EPA Id: CAD98G818512 MAP FINDINGS EDR ID Number Database(s) EPA ID Number AOCONCERN CCA0000001 NIA NPL 1000114961 CERCLIS CADSW818512 US ENG CONTROLS ROD PRP SWEEPS UST Status: A A3 7 -ELEVEN STORE #19329 (2132) HIST UST U001569909 SSE 3705 PUENTE AVE NIA 118-114 BALDWIN PARK, CA 91760 0.130 mi. 684 ft. Relative: ghere for full text details Higher HIST UST Facility Id: 00000003785 TC4001689.2s Page 8 CERCLIS EPA Id: CAD98081 8512 1 GAYLON FrrE INSTALLATIONS WIP 5106767156 West 14801 PACIFIC AVE - NIA < 118 BALDWIN PARK, CA 91706 0.070 mi. 370 ft. Click here for full text details Relative: Lower WIP Facility Status: Historical A2 THE SOUTHLAND CORP SS 19329 CA FID UST S101583383 SSE 3705 PUENTE AVE SWEEPS UST NIA 118-114 BALDWIN PARK, CA 0.130 mi. 684 ft. Click here for full text details Relative: Higher CA FID UST Facility Id: 19003573 SWEEPS UST Status: A A3 7 -ELEVEN STORE #19329 (2132) HIST UST U001569909 SSE 3705 PUENTE AVE NIA 118-114 BALDWIN PARK, CA 91760 0.130 mi. 684 ft. Relative: ghere for full text details Higher HIST UST Facility Id: 00000003785 TC4001689.2s Page 8 Map ID MAP FINDINGS Direction Distance Elevation Site A4 741 #19329 SSE 3705 PUENTE AVE 118-114 BALDWIN PARK, CA 91706 0.130 mi. 684 ft. Glick here for full text details Relative: —"' Higher LUST Status: Completed - Case Closed Facility Id: 1-10067 Status: Case Closed B5 South 3665 PUENTE AVE 118-114 BALDWIN PARK, CA 91706 8.158 mi. 833 ft. Click here for full text details Relative: Lower Be CALIFORNIA TARGET ENT 4061 South 3665 PUENTE AVE 118-114 BALDWIN PARK, CA 91706 0.158 mi. 833 ft. Click here for full W)d 0011s Relative: Lower LUST Status: Completed - Case Closed Facility Id: 1-13856 Status: Case Closed SWEEPS UST Status: A LOS ANGELES CO. HMS Facility Status: Closed Facility Status: Removed Facility ID: 013486-022521 Facility ID: 013486-013856 Facility ID: 013486-049726 S7 USA GASOLINE STATION #328 South 3665 PUENTE AVE 1.18-114 BALDWIN PARK, CA 91706 0.158 mi. 833 ft. Relative: Lower UST Facility Id: 22521 EDP ID Number Database(s) EPA ID Number HIST CORTESE S102423496 LUST NIA EDR US Hist Auto Stat 1015451806 N/A HIST CORTESE S100720944 LUST NIA SWEEPS UST LOS ANGELES CO. HMS UST 0004049318 N1A TC4001689.2s Page 9 Map ID Direction Distance Elevation Site B8 TESORO WEST COAST COMPANY LLC 68106 South 3665 N PUENTE AVE 118-114 BALDWIN PARK, CA 91706 0.158 mi. BALDWIN PARK, CA 91706 833 ft. 0.162 mi. Click here for full-textidAtaJM Relative: Lower RCRASQG Click here for full text details EPA Id: CAR000144204 B9 RAMEREZ SHELL AUTO CARE South 3660 N PUENTE AVE 118-114 BALDWIN PARK, CA 91706 0.162 mi. BALDWIN PARK, CA 91706 858 ft. 0.162 mi. Click here for full text details Relative: Lower LUST Click here for full text details Status: Completed - Case Closed SWEEPS UST Status: A LOS ANGELES CO. HMS Facility Status: Removed Facility ID: 009807-026363 MAP FINDINGS EDR ID Number Database(s) EPA ID Number RCRA-SQG 1006806017 FINDS CAR000144204 LUST 5104575267 SWEEPS UST N/A LOS ANGELES CO. HMS B10 EDR US Hlst Auto Stat 1015451680 South 3660 PUENTE AVE WA 118-1/4 BALDWIN PARK, CA 91706 0.162 mi. 858 ft Click here for full text details Relative. Lower B11 PETROMAX UST 0004049599 South 3660 PUENTE AVE NIA 118-114 BALDWIN PARK, CA 91706 0.162 mi. 868 ft. Relative: Click here for full text details Lower UST Facility Id: 32627 TC4001689.2s Page 10 Map ID Direction Distance Elevation Site MAP FINDINGS EDR ID Number Database(s) EPA ID Number B12 South 118-114 0.162 mi. 858 ft. Relative: Lower SYLVAN JACQUES 3660 PUENTE AVE BALDWIN PARK, CA 91706 Click here for full text details HIST UST Facility Id: 00000061379 HIST UST U001568815 NIA 13 A -ALLOVER LOCK & SAFE WIP 5106767157 SSE 14922 PACIFIC AVE NIA 118-114 BALDWIN PARK, CA 91706 0.181 mi. 957 ft. Glick here for fullgxt details Relative: Higher WIP Facility Status: Historical C14 OCCUPANT WIP S107257162 SE 14937 PACIFIC AVE, N/A 118-114 BALDWIN PARK, CA 91706 0.225 mi. 1186 ft Click for_fulLtext detatLg Relative: -here Higher WIP Facility Status: Historical 15 EDR US Hlst Cleaners 1015050932 West 3727 STICHMAN AVE N/A 118-114 BALDWIN PARK, CA 91706 0.226 mi. 1195 ft. Click here for full text details Relative: Lower C16 OCCUPANT WIP 5106767159 SE 14944 PACIFIC AVE NIA 1I8-114 BALDWIN PARK, CA 91706 0.227 mi. 1197 ft. Click here for full teat details Relative: Higher WIP Facility Status: Historical TC4001689.2s Page 11 Map ID MAP FINDINGS Direction Distance Elevation Site 17 BALDWIN PARK HIGH SCHOOL AUTO CENTER PROJECT NE 3900 PUENTE AVE 1I4 -1I2 BALDWIN PARK, CA 91706 0.256 mi. 1353 fL Click here for full text detalls Relative: Higher SCH Facility Id: 19010016 Current Status: Inactive - Action Required Status: Inactive - Action Required NPDES Facility Status: Terminated ENVIROSTOR Status: Inactive - Action Required Facility Id: 19010016 18 SOUTHERN PACIFIC-BALDWIN PARK NNW 3925 DEPOT ST 114-112 BALDWIN PARK, CA 91706 0.440 mi. 2321 €L Click here for full text details Relative: ' Higher LUST Facility Id: R-12358 Status: Case Closed D19 BALDWIN PARK TRANSIT CENTER PARKING STRUCTURE NW 14403 EAST PACIFIC AVENUE 114-112 BALDWIN PARK, CA 91706 0.467 ml. 2467 IL Click here for full text details Relative: Higher NPDES Facility Status: Active D20 CITY OF BALDWIN PARK NW 14403 PACIFIC AVE E 114-1I2 BALDWIN PARK, CA 91706 0.467 mi. 2467 ft. Relative: Higher LUST Status: Completed - Case Closed Facility Id: R-12669 Status: Case Closed HIST UST EDR ID Number Database(s) EPA ID Number SCH 5107735881 NPDES NIA ENVIROSTOR HIST CORTESE 5101295586 LUST NIA NPDES 5104160110 HIST CORTESE NIA LUST U001568736 HIST UST NIA SWEEPS UST WIP LOS ANGELES CO. HMS EMI TC4001689.2s Page 12 Map iD MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CITY OF BALDWIN PARK (Continued) 0001568736 Facility Id: 00000065284 SWEEPS UST Status: A WIP Facility Status: Historical LOS ANGELES CO. HMS Facility Status: Permit Facility Status: OPEN Facility ID: 012514-012669 Facility ID: 012514-040460 Facility ID: 0169794022799 EMI Facility Id: 48810 E21 LA CO DEPT OF PUBLIC WORKS LUST 5102432383 North 14747 RAMONA BLVD E NIA 114-112 BALDWIN PARK, CA 91706 0.489 mi. 2580 ft. Relative: Click here for full M details Higher LUST Status: Completed - Case Closed Facility Id: 108.0012 Status: Case Closed E22 LA CO DEPT OF PUBLIC WORK HIST CORTESE 5103958785 North 14747 RAMONA NIA 114412 BALDWIN PARK, CA 91706 0.489 mi. 2580 ft. Click here r ils Relative: Higher E23 BALDWIN PARK ROAD YARD SWFILF S105964547 North 14747 E RAMONA BLVD LUST NIA 114-1/2 BAL13NN PARK, CA 91706 LA Co. Site Mitigation 0.489 mi. LOS ANGELES CO. HMS 2580ft. Relative: Click here for full text�etj$ Higher SWFILF Facility ID: 19 -AA -0402 Operator Status: Active Operational Status: Active LUST TC4001689.2s Page 13 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BALDWIN PARK ROAD YARD (Continued) Status: Completed - Case Closed LA Co. Site Mitigation Facility Id: FA0021519 LOS ANGELES CO. HMS Facility Status: OPEN Facility fD: 010746-055353 24 BALDWIN PARK (SAN GABRIEL VALLEY SUPERFUND SITE) NW COVERS PORTIONS OF CITIES OF AZUSA, IRWINDALE, BALDWIN PARK 112-1 BALDWIN PARK, CA 91706 0.553 mi. 2922 ft. Click here for full text details Relative: Higher ENVIROSTOR Status: Active Facility Id: 60001336 25 LUCKY ONE-HOUR CLEANER NW 4138 N. MAINE AVE. 112-1 BALDWIN PARK, CA 91706 0.594 mi. 3134 ft Click here for full text details Relative: Higher LA Co. Site Mitigation Facility Id: FA0017269 ENVIROSTOR Status. Refer. 1248 Local Agency Facility Id: 19720030 26 FORD SPEED PARTS SPC North 4273 AUCTION AVE. 112-1 BALDWIN PARK, CA 91706 0.662 mi. 3497 fL Relative: Higher S105964547 Cortese SIIOS53116 ENVIROSTOR NIA LA Co. 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[C t0 cC p 7 m cm CN F 4 m o a0 a m , 10 C � m m— m 4) O r > C 3 Q � o L C � m ._ •ca' E rLm t 2 m 1_Qm o A zm 15 Z ca ¢ago to C3 m a m N 0 « ® m O v tm CL to N m as a 0 v 3.UL-14-2014 14:09 PUBLIC HEALTH PHI FERGUSO 00000000 P4001 COU Y OF Las ANG- ELES public Health D# Rqa HiOL6 C1'Wrrll! X HARL)gr)G, KP -K (;N& D"* Dtr-�Qt Publ`lc 4eallth Inves Vativn AdminiistMWn LEOLA MERCAML -OW, Public Fwatth k wm galm #bib!Fwpuwn CHw, &OW Ug -bo CariuRarod� Coerma tem TEL t3w�) 06-76 . FAX t1i3) i' 17 wwwmubk teI July 14, 2014 ECOBILITY CORP VALERIE MARSHALL PO BOX 2681 PALOS VERDES PENIWUL, cA 9014 RE: 14827, 14833 8_'14839 PACIFIC AVIS., BALDWIN PARK, CA 91708 UPAWOMMMOW i�N ihrklC4 a� r�a,y-sem Svoanp Qwra TWO" Pau Fftwm Edd md"I Q AManswkh rrb wmw 1, the undersfgnod, beirig the Custodian or the beeper of Records, certr'fy that a thorough search for the records you requested was carried out under my direction and control. 'his search revealed no repgrds. It Lshould be understood that this dues not mean that the records you requested Ldo not wdit It is passible that swO records may be misfiled; exist undpf another spelling, another flam or under another classification- However, with the information furnished to our office, and to the best of our knomdedge, no records were located. 1f you have any questions regarding your request,. Tease contact `aur office at (323) 890-7806_ Yv,pnne Curtis, Deputy Health Officer PUblic Health lnvestimion COR ID No.143929 Jut , 10, 2 0,14 3 ION SLA PW Env ronnent'ai ProgramsjTE qty FAIL: -TRANSM DATE.' duly 10, 2014 fO: REdORM IRE-QUMT r-=- MTV OF [-A. DEPT, PUBLJG WMRKS ENVIR40NWNTAL PROGRAM WAStbN UST PROGRAM FA),(64)4W35@9 -biJSTCU.AN-OF R'F-44RDS' No. "764xc&P. ;-nr NUMBER cif PAG EO I '(Indudln 4 ,FROM., VaWASUMArA&D p.dnd*l conwo" FAX (3iq) 548-71 la - 14021,14MJ And I4423ilPACIFIC AVOWE�BAWMPARW CA91706>,01-'-P�-S- . lil ID ilt M26SAD] I M-0 A-TAKT, SWAIM WfKt CA $1706 if OU NO arty 0"HcRil at the 01606 (M) 910-1409 Qrvia Oh.v a N r o 13 .6 ID) *-'7- 9972. i ThAnk you f(W YOW MIFL vw"G Mangy .y cr ramp Post Omits oov 2A$j'PAj(lq Vp,dO"U PolilllngUla, coffafniv, 00274 �24.21�,10O4:Fiix310.�7.7.3746 w*w.eqotfltyporo cool Tn �4 nr--NT +oTn-1 nT r,6#- f4- I iN I I PnT rl �V.m f From: "Gallardo, Laura @Wate rboa rds " <Laura.Gal lardo@waterboards.ca.gov> Subject: File Review Request/Tracking No. 2014071229 Date: July 29, 2014 3:34:40 PM PDT To:"valerie.marshall@ecobilitycorp.com" <valerie.marshall@ecobilitycorp.com> Cc: "Gallardo, Laura@Waterboards" <Laura.Gallardo@waterboards.ca.gov> ******* Please submit future Me review requests to the LARWQCB via e-mail to RB4- publicrecords@waterboards.ca.gov.******* waterboards.ca.gov.******* Thank you for your request to review Regional Board records concerning the property on 14827, 14833 and 14839 Pacific Avenue, Baldwin Park, CA 91706 15110 Badillo Street, Baldwin Park, CA 91706 The Regional Board has reviewed its files and has concluded that it does not have any records that are responsive to your request. Laura C. Gallardo Associate Analyst 213.576.6636 (DIRECT) 213.576.6676 (FAX) Public Records and Freedom of Information Act Rb4- Pu blicrecords@waterboards.ca.gov<mailto: Rb4- Pu blicrecords@waterboards.ca.gov> This message, including any attachments, may include privileged, confidential and/or inside information. Any distribution or use of this communication by anyone other than the intended recipient is strictly prohibited and may be unlawful. if you are not the intended recipient, please notify the sender by replying to this message and then delete it from your system. Department of Toxic "Substances Control Miriam gar-diona Ing6mo Acting Director EnWJ:::=rf 10017 Street P110. BOX 806 Sacramento, CaVurnfa 95812-M.0 July 11, 2014 W. Valerie MArsha'll Embifity P.O. Box 2651 Palos Vord.99. Peninsula, Calffbmia 90274 VARIOUS SITES: PR4-071014-6 Dear Ms- Matshalk, FdMUW 6. &bwn GWW& The 1)eP3rtrT*nt Of TOXIC Substances COntrDt has received your faWleftr to Yew records, under.the PUWic Records Act. Aftet a thorough review of our files we have fbUnd that no such records exist at thiS office pertaining to the siteaftc1lifies reference Wow 81E -E ATTAG 140, 'We would like form you about EW-ffostdr.a database that provides infouilatiao and documents on' over 5,000 DTSC cleanup sites_ Enviro&D'r can be accbsse, d at httP:1JW".enviro9WrAftr_ ca-gov1publi c. Also, a computer Is ava ilable'in the Central Fks of each QTSC Regional Office for as6 by community members to view EnviroStor- If you have arty juestfons- otmuld like further -information regarding your reqtng, Please contact our kegio;��j Records Coordinator at: (714) 484-53313. Slncarely,., Z T .lone Barrio Regional Records Coordhiator Cypress Administrative Services MMU 46 �'.Innlrrl oll. pDcpl, � I I DATM. Arty .l0,10.171 Tb. OMP - CYPRESS Fes. 043 53 It T m It may s��li�lalg t�e� Ruirbapol FAX_ }aa aaf 'r7as ivim i�4lu�i l i f: 1� men l OM g� R�bfi R a R v� f 1 �1lar� •�r��eErii��� . is 146310 -Par"'' .4Merwe, EIA } stit tPR Park, . . µ ie in { ll me a # 9 =14 ar ui8 MOM at 31 ID) AA- ! 47:: TFtk, yea � 'Fnr•y+� i!r #'�l,p, �� pori JUL to. �Qr� � i� Oil OT CA4t�,::ac,4 ''?:+I ' r1g jeP4 4 PC-rlrr� It From: "Gallardo, Laura@Waterboards" Laura,Gallardo@waterboards.ca.gov> Subject: File Review Request/Tracking No. 2014071507 Date: July 22, 2014 5:10:02 PM PDT To:"valerie.marshafl@eoobilitycorp.com" <valede.marshall@ecobilitycorp.com> Cc: "Gallardo, Laura@Waterboards" Laura.Gallardo@waterboards.ca.gov> ******* Please submit future file review requests to the LARWQCB via e-mail to R-B4- pubherecords@waterboards.ca.gov.******* Thank you for your request to review Regional Board records concerning the property on 14827, 14833 and 14839 Pacific Avenue, Baldwin Park, CA 91706 15110 and 15120 Badillo Street, Baldwin Park, CA 91706 The Regional Board has reviewed its files and has concluded that it does not have any retards that are responsive to your request. Laura C. Gallardo Associate Analyst 213.576.6636 (DIRECT) 213.576.6676 (FAX) Public Records and Freedom of Information Act Rb4-Publicmcordsl&waterboar s.ca.eov<mallto:Rb4- ,PUblicrecords(@waterboards.ca.gov> sssssssssss****�:�***x�*a*arta****�***sas*sssssss**sssass*****ssssss*�:�*****ass** This message, including any attachments, may include privileged, confidential and/or inside information. Any distribution or use of this communication by anyone other than the intended recipient is strictly prohibited and may be unlawful. if you are not the intended recipient, please notify the sender by replying to this message and then delete it from your system. Appendix E: [QUALIFICATIONS Valerie Marshall Principal Environmental Scientist PROFESSIONAL EXPERIENCE November 2009 to Present — Ecobility Corporation — Principal Environmental Scientist Responsible for providing direct technical oversight of advanced environmental projects including, but not limited to Phase I and Phase II ESAs of industrial, commercial and multi -family residential properties, underground storage tank and dry cleaners site investigations and remediation. Additional responsibilities include development and implementation of green building and sustainability consulting and analysis to support LEED and other green building projects. April 1997 to November 2008 Professional Service Industries, Inc.., Long Beach, California 1997 - 2008: Senior Environmental EngineerlSenior Technical Professional Was technical lead for the design and implementation of various environmental investigations for projects located throughout Southern California. Additionally, as Senior Technical Professional she was responsible for the review of advanced environmental proposals and reports, and the coordination of environmental field sampling programs for project completed in Southern California. Responsibilities included direct oversight of projects including, but not limited to Phase II ESA site investigations and remediation of a wide range of soil and groundwater contaminants including petroleum products, chlorinated pesticides, heavy metals and PCBs, and Phase I ESAs of commercial, industrial, and multifamily residential properties. She was also responsible for managing an environmental contract with Caltrans for projects located in Southern California. Sites investigated encompassed a wide range of property types, including but not limited to service stations, railroad right of ways, automobile salvage yards, auto shredder facilities and dry cleaners located along freeway corridors. Soil and groundwater was assessed to delineate potential impacts to freeway development and expansion. Other responsibilities as Senior Technical Professional included mentoring environmental staff in field environmental sampling, testing, data analyses and report preparation. 2005 - 2008: Principal Consultant Western Region of PSI Responsible for providing direct technical oversight of advanced environmental projects including, but not limited to underground storage tank and dry cleaners site investigations and remediation, Phase I and Phase II ESAs of industrial, commercial and multi -family residential properties. Additional responsibilities included providing quality control of environmental staff; reviewing Phase I and Phase li ESA, and advanced environmental proposals and reports for offices located in the Western U.S. Her responsibility was to provide direct project oversight from proposal development to design and implementation of site remediation and mitigation of contamination as part of brownfields development and regulatory compliance. Projects have included redeveloping a former plating facility, dry cleaning facilities, numerous former gasoline service stations, multifamily residential, aerospace, a former bum dump, and retail properties into multi -use properties containing commercial/retail and residential space_ Contaminant issues have ranged from chlorinated pesticides used for agricultural and residential pest control, petroleum products and service stations, chlorinated solvents and dry cleaners, heavy metals and solvents related to plating and aerospace operations, and methane related to its natural occurrence in Los Angeles. Ms. Marshall managed these projects from the initial Phase I ESA through mitigation or remediation with many of these projects being overseen by the DTSC and local regulatory jurisdictions. Work products have included Phase I ESAs, Phase 11 ESAs, complete site characterization, human health risk assessments, the preparation of a Property Mitigation Plan, Pesticide Management Plans, Sampling and Analysis Plans, Remedial Action Workplans, and preparation and submittal of Remedial Action Closure Reports. Ms. Marshall has worked under the Voluntary Cleanup Program and the AB389 programs with DTSC and County of San Diego, Department of Health. Ms. Marshall managed a special project from 2004 to 2008 that involved the assessment and mitigation of soil impacted with chlorinated pesticides in five naval communities located in Honolulu, Hawaii. She managed this project with a staff of 3 to 8 environmental professionals from the initial Phase I ESA through implementation of mitigation measures under the guidance of the US Navy and the State of Hawaii, Department of Health. September 1981 to March 1997 - BKK Corporation, Torrance, CA 2/89 — 3197: Corporate Environmental Engineer Primary responsibility was corporate wide regulatory compliance oversight that included a closed Class I Landfill, an active Class III Landfill, an underground storage tank removal division, and a liquid hazardous waste treatment facility. Over an 8 -year period she served as lead engineer on numerous petroleum underground storage tank projects that involved identifying and delineating soil and groundwater contamination and development of remediation or mitigation solutions. These projects included numerous service stations and industrial and commercial clients that involved UST compliance, release detection, delineation of soil and groundwater contamination, and the design and implementation of remediation and mitigation programs for both soil and groundwater. Ms. Marshall was involved with over a 100 of these types of projects. She designed and implemented a variety of remediation and mitigation programs including conventional excavation and disposal of impacted soil, excavation of soils and onsite treatment with vapor extraction, bioaugmentation, and fixation techniques; vapor extraction programs using activated carbon or thermal oxidation; groundwater extraction and treatment with air stripping, activated carbon and natural attenuation monitoring. During her tenure, two she served as principal principal investigator and project manager for two significant long-term projects. These projects included the technical evaluation and permitting of a new aboveground Class 1 Landfill located in San Bernardino County and a new Class III Landfill located in northern Los Angeles County. Her responsibilities included the oversight of environmental consultants preparing a joint EIR/EIS and EIS for both projects and the drafting of a RCRA Part B Permit for the Class I Repository. An EIS was successfully approved for the aboveground Class I Landfill and a joint EIR/E1S was completed for a new Class III Landfill. Both projects were completed over a 4 to 7 year period. Ms. Marshall was directly responsible for coordinating the collection of biological, geologic and hydrogeologic data for inclusion in both environmental reports. Responsibilities included supervision and coordination of subconsultants, subsurface drilling and sampling of soil and groundwater, installation of a groundwater monitoring system, conducting quarterly monitoring, seismic refraction studies, and fault mapping and design and development of mitigation measures for inclusion in the environmental reports. Worked under the jurisdiction of the Los Angeles County Planning Department, CaIEPA, Los Angeles Regional Water Quality Control Board, CIWMB, and the United States Forest Service. 2/81 — 2/89: Project Engineer/Senior Engineer Responsibilities in this position were primarily regulatory compliance and management and design of remedial investigation and feasibility studies for closed Class II and 111 landfills located in Southern California. Ms. Marshall served as the lead Project Engineer for the assessment and mitigation of two former Class 111111 landfills (Cal Compact and Carson Dump) and a liquid hazardous waste disposal site (Basin By -Products) under the regulatory jurisdiction of the Department of Toxic Substance Control (DTSC). This included preparation of remedial investigation plans (RI), assessing baseline conditions of soil, landfill gas and groundwater quality, delineation of soil, landfill gases and groundwater contamination and the drilling and installation of groundwater and landfill gas monitoring systems. Ms. Marshall was responsible for developing and implementation of mitigation measure to prevent future exposure to buried landfill and liquid hazardous wastes. Mitigation measures included the design and installation of a landfill gas collection and treatment system and installation of an engineered landfill cap. Mitigation measures designed and implemented for the former liquid hazardous waste facility included partial removal of contaminated soil and a paved cap. As Senior Engineer she also provided regulatory permit assistance to a liquid hazardous waste recycling facility located in San Diego, California. Ms. Marshall was personally responsible for obtaining a RCRA Part B facility permit for the recycling facility through the DTSC. As Senior Engineer she also coordinated the groundwater monitoring program for a closed Class I Landfill under a RCRA Consent Order located in West Covina, California. Her responsibilities included the delineation of contamination and evaluation of migration patterns, review and evaluation of groundwater data, preparation of quarterly and annual reports for submittal to EPA and RWQCB. Worked under the jurisdiction of the US EPA, Los Angeles Regional Water Quality Control Board (RWQCB), DTSC and the California Integrated Waste Management Board (CIWMB). EDUCATION M.S., Environmental Engineer, University of Southern California 1983 B.S., BiologylChemistry, University of Southern California 1979 CERTII=ICATIONSIREGISTRATIONS Registered Environmental Assessor II, #30151, 2009 Certificate, Environmental Management, University of Southern California 1981 Certified, State of California, Department of Health Services, Asbestos Analysis and Identification Michael M. Mooradian Principal Environmental Scientist 4;TOI J **__3 107 L HOlm- November 2009 — Present — Ecobility Corporation — Vice President & Principal Environmental Scientist Principal Environmental Scientist and Hydrologist. Responsible for Client Programs and Projects focusing on environmental due diligence, risk assessments and remediation programs, energy use benchmarking, alternative energy recommendations, and hydrologic programs. Mr. Mooradian`s role also includes principal investigator and client manager on major environmental projects including projects soil and groundwater contamination investigations, risk assessments and mitigation; brownfields redevelopment, energy programs and green construction consulting; and hydrologic studies including storm -water runoff, conservation and reuse programs, water supply development, and water resource studies. He has participated as an ASTM committee member for developing guidance for both vapor intrusion and energy benchmarking. Mr. Mooradian has provided a wide range of hydrologic services to agricultural, mining, and industrial clients across California and Arizona. He has been on the forefront of assessing risks associated with pesticides, soil -gas and vapor intrusion testing and assessments, groundwater contaminant migration, and designing and managing remediation programs for sites with soil and/or groundwater contamination. Mr. Mooradian complements his technical expertise with his experience in commercial real estate and business management to provide clients with a pragmatic approach in developing environmental solutions. August 2008 — November 2809 — Private Consulting Providing business and technical consulting for various companies including conducting environmental site assessments for property transactions, strategic planning with Client teams regarding environmental conditions and their mitigation to minimize impacts to future property development. In addition, over the past year he has provided my services to a major environmental data provider in the development of online training for environmental professionals across the United States; provided technical consultation to public groups regarding potential impacts from a historic landfill in the Los Angeles area; and regular participation as a task force member for ASTM in developing "green" building and energy procedures for complying with new climate and energy regulations. Much of his work focused on providing consultation to both residential and commercial developers on the financial impacts of environmental conditions and guidance on streamlining regulatory processes to obtain development approvals_ July 1998 - August 2008 — Professional Service Industries, Inc. Senior Vice President/Principal in Charge of Advanced Environmental Services. Top environmental position within PSI responsible for strategic planning, fee growth, technical advancement, business development, recruiting, and staff development across the United States. During his tenure, Mr. Mooradian was also responsible for all (18 profit centers) operations including environmental due diligence services, advanced environmental, industrial hygiene, geotechnical, facilities, and construction materials testing and inspection services in California, Arizona, and Hawail. Contributions include: 0o Client and Program manager for key clients including U.S. Navy, Caltrans, mixed-use developers, municipalities, lenders, and industrial on properties that included transportation, military housing, mixed-use commercial/residential, programs, brownfield redevelopment, and manufacturing facilities. oo Designed and conducted environmental assessments, human health risk assessments, and mitigation measures and numerous unique projects including chlorinated solvent plumes in groundwater, chlordane and other chlorinated pesticide conditions in residential areas, arsenic mitigation in soils, petroleum spills from fueling stations and pipelines, and vapor intrusion from chlorinated solvents from dry cleaners to manufacturing. ac Provided Clients with consultation regarding compliance programs and permitting including the preparation of Storm Water Pollution Plans, Pesticide Management Plans, Spill Pollution aa Strategic planning and budget development for services across the United States including projected revenues and expenses on a monthly basis used to establish targets for individual operations. 0o Successfully entered PSI into the Military Privatization market through Client relationships including being awarded five military communities near Pearl Harbor, Hawaii. Served as program manager and principal investigator for environmental conditions on military housing projects in Hawaii, Utah, Alabama, and Illinois. 0o Fee Growth of the service line by an additional 30% and recognition as the highest growth service line during the company's most profitable year in 2006, oo Restructuring of the Company's Quality of Service Program for environmental projects, oo Comprehensive Client Awareness and Staff Training Program for the 2005 implementation of EPA's All Appropriate Inquiries Rule and the new ASTM E 1527-05 standard for environmental due diligence projects, 0o Program and market development of vapor intrusion services at PSI, oo Establishment of project authorization protocols for remediation projects using contractual, technical, financial, and liability criteria. 1984-1995 — GeoResearch/GEOTEST, Long Beach, CA. President — founded company as an environmental consulting firm focused on providing clients with solutions to their environmental concerns rapidly and cost efficiently. The company provided services to private, public, and military clients concerned about environmental due diligence, regulatory compliance, and health risk due to natural and man imposed conditions in soil and groundwater. The company expanded to include California accredited laboratories marketed to competitor consulting firms under the GEOTEST brand. With a staff of over 100 the company became a leading consultant to major oil companies, the U.S. Navy, the Port of Long Beach, Caltrans, aerospace manufacturing and other industrial clients, along with disposal facilities, major oil companies, and commercial clients. Responsible for strategic leadership including technical expert, staff recruiting and mentoring, business development, finance, and the profit and loss of the company. Established and maintained offices in Hayward, San Luis Obispo, Fresno, Honolulu, San Diego, and headquartered in Long Beach, California. Major contributions include: 0o Developing the infrastructure of human resources, accounting, purchasing, contracting, and legal review to develop a company of this size, ac Developed the first and largest fleet of mobile laboratories in California serving the entire state from a central dispatch point, oo Secured financing for the growth of the firm, oo Growing the firm to fees of over $10 million annually, 0o Established a repeat client based of both government and fortune 500 companies. 1980-1984 - FugrolEarth Technology Corporation, Long Beach, CA. Project Groundwater Hydrologist -- FugrolEarth Technology, a large national company, was a geotechnical firm specializing in large civil and military projects providing engineering, geology, and hydrology services. Served as primary investigator and project manager on a number of large-scale hydrologic projects in the western United States. Served as lead investigator and troubleshooter for projects across the United States. Responsibilities included technical design and implementation, Client development, and project profitability. Contributions in this position were largely project related and included: oo Project hydrologist in charge of aquifer tests to assess groundwater supplies for the construction and operation of the MX Missile System in Utah and Nevada co Groundwater modeling team member mapping groundwater conditions associated with storing high-level radioactive wastes in salt dome repositories in Mississippi, Louisiana, and east Texas oo Project Hydrologist in charge of design and construction supervision of high capacity water supply wells in the Oxnard Plain for both municipal and agricultural use oa Project Manager and Principal Investigator for assessing the groundwater basin, including developing a water budget, for the Santa Clara River to assess the impacts of sand and gravel mining Special Use and Conditional Use Permits on water supplies oo Project Hydrologist during the construction of the Palo Verde Nuclear Power Plant. co Project Hydrogeologist for the preparation and first State of Wyoming approval for a new coal mine in the state. EDUCATION Master of Science in Hydrology, University of Arizona, 1983 Master of Science in Environmental Health, California State University, Fresno, 1979 Bachelor of Arts in Psychology, University of California, Los Angeles, 1976 CERTIFICATIONSIREGISTRATIONS!TECHNICAL TRAINING Course Facilitator for Environmental Data Resources Inc.'s Environmental Due Diligence Course 101 —since 2009 Leadership in Energy and Environmental Design (LEED) Accredited Professional, 2009. Professional Geologist, #861, North Carolina, 1987 Registered Environmental Assessor I & II, #00213, California, 1987 Responsible Managing Officer qualifying Ecobility Corporation for California Contractor's A and California Contractor's License, A, C57, HAz classifications Underground Storage Tank (UST) Qualified, #C240-5617, Colorado, 1999 AFFILIATIONS/MEMBERSHIP 2010 Environmental Committee Member for the City of Rolling Hills Estates, CA. 2009-2010 Board of Directors American Council of Engineering Companies (ACEC) — California, Los Angeles Chapter, 2009 Committee Member ASTM on Green Energy Due Diligence 2008 to present — Advisory Committee for the Department of Geological Sciences, California State University, Long Beach, 1980 to Present Member Association of Groundwater Scientists/Engineers (AGSE), 1990 to Present Department Advisory Committee, University of Arizona, Department of Hydrology, 2006 to 2008 Committee Member ASTM Committee on Vapor Intrusion, 2007 to Present Director American Council of Engineering Consultants (ACEC) - Los Angeles, 2005 to 2007 Past President, American Council of Engineering Consultants (ACEC) - Los Angeles Chapter, 1980 to 1983 Past Director of the Southwest for the American Water Resources Association. PUBLICATIONS Mooradian, Michael, "The Impact of Urban Runoff: Assessment of the Potential for Groundwater Pollution as a Result of Urban Runoff in the Tucson Area," Pima Association of Governments, 208 Project, 1980. Mooradian, Michael, "Landfill Leachate and Groundwater Quality Analysis: EI Camino del Cerro Landfill," Pima Association of Governments, 208 Project, 1980. Mooradian, Michael, "Landfill Leachate and Groundwater Quality Analysis: Ina Road Landfill," Pima Association of Governments, 208 Project, 1980. Mooradian, Michael, "Feasibility of Artificial Recharge in the Salt River Valley," Groundwater Recharge Symposium, Salt River Project, 1978. Representative Phase I and II Environmental Site Assessment Project Experience oo McDonald's Corporation; Multiple Sites, California - Project manager for routine environmental and geotechnical assessments for scheduled property acquisition and development. Responsibilities include subsurface investigations to determine presence of likely contaminants, foundation studies, negotiations with owners and regulatory agencies, and general consulting services. Also provided consultation services as a third party reviewer of environmental assessments provided by sellers to client. 0o Bank of America NA; Multiple Sites, California - Project manager for Phase I environmental site assessments (ESAs) and asbestos surveys as well as development of O&M plans. Quality services on over 100 sites throughout California. The ESA includes site reconnaissance, agency review, public records review including, but not limited to, NPL and FINDS listings, LUST and SWIS sites, and RWQCB and local health department agency listings, aerial photograph interpretation and report preparation. 0o Archon Group; Multiple Sites — Client and program manager for environmental services provided to this major financial lending group. Responsibilities included Phase I and 11 ESAs, industrial hygiene (IH), and asbestos services for company owned and supported properties. PSI is an integral part of the Archon Acquisition and Disclosure team providing environmental services and consultation throughout the due diligence process. In responsible charge -of this client since 1997, providing services for well over 500 properties. 0o Hawaii Military Communities, LLC, Environmental Assessment and Property Condition Assessment Five Naval Housing Developments; Honolulu, Hawaii - Project director responsible for the environmental assessment of a $287,000,000 naval housing privatization project of five naval communities consisting of over 1,000 structures. Managed Phase I and 11 ESAs of multiple contaminants including petroleum and various chlorinated pesticides. An additional subsurface soil investigation for chlorinated pesticides and the development of a health risk assessment in accordance with EPA Superfund Guidance on Soil Screening Levels for these contaminants was conducted in support of a mitigation plan. Also directed asbestos surveys, lead-based paint (LBP) inspections, and risk assessments in accordance with the Code of Federal Regulations. Other services provided included mold surveys, property condition assessments (PCAs), and the preparation of SPCC, stormwater, hazardous material management, and pesticide application plans. Representative Petroleum Project Experience co US Department of Navy, Southwest Division; California, Arizona, and Nevada - Project manager for services related to environmental compliance of underground storage tank (UST) facilities with federal, state, and local regulations. These services include preparing tank operational plans, tank closure plans, conducting tank integrity tests, determining the stored contents in tanks, designing and installing leak detection systems, removing USTs, conducting subsurface remedial investigations, developing remedial alternatives, and preparing feasibility studies on naval facilities including but not limited to, hospitals, shipyards, stations, air bases, and marine camps. Investigated contamination problems related to USTs on more than 50 Department of Defense (DOD) facilities. co Port of Long Beach; Long Beach, California - Project director responsible for USTs owned and operated by the Port and its designated tenants, brought 35 facilities into compliance. Projects included development of hazardous materials management plan, site investigations and remediation, tank removal, preparation of tank removal specifications and new tank installation. Remediation projects included excavation of contaminated soil, off-site disposal, onsite aeration and biodegradation, and free product recovery. cc Unocal; Sites throughout California - Project director of services to provide environmental services throughout California for the past six years. Projects included Phase I and II ESAs, soil and groundwater investigations, feasibility studies, and design, construction and 5 implementation of remediation programs. Services provided included: agency liaison, compliance programs, preparation of work plans, permitting, supervision of field operations including soil sampling, hydropunch sampling, soil gas testing, installation of vadose zone monitoring wells, and preparation of final report for client and regulatory agencies to satisfy monitoring requirements for existing facilities. c* BKK Landfall; West Covina, California - Project manager responsible for testing suitability of sewer sludge for daily cover. Included an assessment of the geotechnical suitability of the material as well as the flammability and the potential for environmental hazards including vector attraction of the cover material. Collected physical soil samples, completed field infiltration tests, monitored odor release, and completed vector analysis. The investigation was completed on four cells containing various percentages of the treated sewage sludges. A final report was prepared following guidelines set forth in Title 14 of the CFR. Representative Hazardous Waste Project Experience 0o Parker Hannifin Corporation; Irvine, California - Project manager responsible for an extensive soil and groundwater investigation at this high-tech manufacturing facility for the aerospace industry to determine the vertical and lateral extent of contamination from chlorinated solvents, as well as potential sources of this contamination. co Sequa, Jet Services West; San Diego, California - Project manager for Phase a I ESA which indicated illegal dumping had occurred on the property. A subsurface investigation was conducted to delineate the vertical and lateral extent of contamination. A remedial action plan was designed and implemented. ao Glenfed Corporation; Confidential Site, California - Project manager responsible for a historical data search, interviews with previous owners, subsurface testing for heavy metals, chlorinated solvents, and PCBs. In addition, asbestos testing and removal was performed on building materials in the early stages of the project. About 50 drums containing various quantities of unknown materials were left on the property. As a result, an extensive drum sampling and removal program was conducted prior to beginning the field investigation. The third phase of this project included extensive wrapping of the subsurface for TPH, phenol, and PCB contamination. An investigative remediation plan which included excavation of the contaminated material, onsite segregation using a mobile laboratory, and final transportation and disposal at a licensed facility was prepared and implemented. Sequa, Jet Services West; San Diego, California - Project manager responsible for a Phase I property assessment and industrial audit to determine the disposition of a major jet engine manufacturing company pending acquisition. The audit identified several safety and regulatory compliance violations. Illegal disposal of hazardous waste on the site was also identified. Working closely with the potential buyer, the type of waste was identified (which included heavy metals, PCBs, chlorinated solvents, and pentachlorophenols) and the extent of the contamination was determined through drilling borings and conducting surface investigations. A remediation program was designed and implemented. The contaminated soil was excavated and segregated with the use of a mobile laboratory into nonhazardous, hazardous, and extremely hazardous stockpiles for transport to the appropriate disposal facilities. Representative Regulatory Compliance Audit Project Experience co Gamma -F Corporation; Torrance, California - Project manager for a toxic organics management plan for a wastewater treatment system per county sanitation requirements. Conducted employee hazardous materials training and prepared a hazardous communication program. Also prepared air toxics "Hot Spots" emissions inventory plan and inventory report in accordance with AB 2588. m Besteel Corporation; California - Project manager responsible for a stormwater discharge notice of intent under the statewide general permit and for preparing their stormwater pollution prevention plan and monitoring plan. oo Besteel Corporation; California - Project manager responsible for developing and completed an air toxics "Hot Spots" emission inventory plan in accordance with AB 2588, and a trip reduction plan in accordance with the South Coast Air Quality Management District's Regulation XV. oo Legoland; Carlsbad, California — Principal consultant responsible for the development and implementation of a stormwater management compliance program. Project included preparing a stormwater pollution prevention plan for the entire park along with identifying appropriate engineering best management practices to achieve compliance in a cost effective manner. Project responsibilities included working closely with the park's operations and both state and local regulatory agencies. Representative Expert Witness/Litigation Project Experience 0o Superior Court of Long Beach; Long Beach, California - Project manager for expert testimony on the source and extent of TCE contamination generated by a tenant and impacting the Long Beach Airport. 0o Paul K. Fine, Applied Consultants; San Diego, California - Project manager for expert testimony on the work performed by another environmental consultant for an automobile garage on the effectiveness of a remediation program addressing soillgroundwater contamination from petroleum hydrocarbon/floating product removal. Representative Other Hydrologic Assessment Project Experience oo Phoenix Urban Study, Salt River Valley; Phoenix, Arizona - Project manager responsible for coordination and contribution to the study plan for an artificial recharge demonstration project. Duties included extensive interviews and data collection from various local, state, and federal agencies involved in water resources in the Salt River Valley -as well as formulating conclusions on the hydrologic and environmental feasibility of artificially recharging the groundwater regime in this region. oo Arizona Public Service; Yuma, Arizona - Project manager responsible for design of a groundwater monitoring program in compliance with a RCRA Part B applicant for an electric generation facility. Also implemented and operated the program. co Arizona Public Service; Yuma, Arizona — As a project manager, conducted RCRA closure on two impoundments. at the facility. Services included verification sampling and post closure monitoring. 0o Palo Verde Nuclear Power Plant; Palo Verde, Arizona - Project hydrogeologist responsible for designing an emergency groundwater recovery system to supply cool down ware in case of a major catastrophe. 0o Northern Energy Resources Corporation (NERCO); Wyoming - Principal investigator in the preparation of the first permitted mine in Wyoming. The program included conducting an alluvial valley floor study, baseline hydrologic assessment, the preparation of a mine plan, and a reclamation plan for the Antelope Mine outside of Douglas, Wyoming. The coal seams (Wyodak) were the shallow aquifers in the region separated by over, inter, and underburden materials. m Jim Bridger Mine; Wyoming - Principal investigator responsible for analyzing aquifer test data of this mine on the great divide. Analysis included determining storage and transmissive properties of the coal seams that were subsequently used in determining groundwater inflow into the mine and subsequently used to design a dewatering program. oo Spring Creek Mine; Montana - Principal hydrologic investigator to assess groundwater conditions at a coal mine. Through conducting a number of long term pump tests and slug 7 tests, prepared a groundwater assessment of the mine and surrounding area and subsequently designed a dewatering program to manage groundwater during mining operations. Representative Storm Water Management and Urban Runoff Project Experience ■ Hawaii Military Communities, LLC, Storm Water Management, Environmental Assessment and Property Condition Assessment Five Naval Housing Developments; Honolulu, Hawaii — Project Director responsible for the technical oversight of an environmental assessment of a $287,000,000 naval housing privatization project of five naval communities consisting of over 1,000 structures located on over 200 acres of property. Developed and coordinated storm water management and pollution prevention plans that included multiple contaminants including petroleum and various chlorinated pesticides. ■ Legoland, Carlsbad, CA. — Principal consultant responsible for the development and implementation of a storm water management compliance program. Project included preparing a storm water pollution prevention plan for the entire park along with identifying appropriate engineering best management practices to achieve compliance in a cost effective manner. Project responsibilities included working closely with the park's operations and both state and local regulatory agencies. • Strata Project, San Diego, CA, - Design and implementation of storm water pollution prevention plan for the construction of a 22 -story mixed-use commercial/residential high rise. Services included: oversight of BMPs including: temporary soil stabilization, sediment control, vehiclelequipment cleaning and fueling, material delivery and storage, contaminated soil management, employee and subcontractor training and site management. Provide consulting on compliance issues. ■ Mixed Use Development, West Hollywood, CA — As part of an environmental assessment and remedial action a storm water management plan was developed for a mixed-use property that is currently a plating company. ■ Redstone Arsenal, Huntsville, Alabama — Designed and implemented a storm water management plan during the phased re -construction of six (6) residential military communities. Responsibilities included: development of BMPs, oversight of maintenance, inspection and repair of construction site BMPs, and consulting on regulatory compliance issues. ■ Centex Homes, Inc., - San Antonio, Texas — Principal consultant responsible for reviewing numerous storm water management plans for the construction of residential subdivisions throughout the state of Texas. Representative Energy and Mining Project Experience co Arizona Public Service; Yuma, Arizona - Project manager responsible for design of a groundwater monitoring program in compliance with a RCRA Part B applicant for an electric generation facility. Also implemented and operated the program. oo Arizona Public Service; Yuma, Arizona — As project manager conducted RCRA closure on two impoundments at the facility. Services included verification sampling and post closure monitoring. 0o Palo Verde Nuclear Power Plant; Palo Verde, Arizona - Project hydrogeologist responsible for designing an emergency groundwater recovery system to supply cool down ware in case of a major catastrophe. Northern Energy Resources Corporation (NERCO) - Principal investigator in the preparation of the first permitted mine in Wyoming. The program included conducting an alluvial valley floor study, baseline hydrologic assessment, preparation of a mine plan, and a reclamation plan for the Antelope Mine outside of Douglas, Wyoming. The coal seams (Wyodak) were 8 the shallow aquifers in the region separated by over, inter, and underburden materials. oo Jim Bridger Mine; Wyoming - Principal investigator responsible for analyzing aquifer test data of this mine on the great divide. Analysis included determining storage and transmissive properties of the coal seams that were subsequently used in determining groundwater inflow into the mine and subsequently used to design a dewatering program. oo Spring Creek Mine; Montana - Principal hydrologic investigator to assess groundwater conditions at a .coal mine. Through conducting a number of long term pump tests and slug tests, prepared a groundwater assessment of the mine and surrounding area and subsequently designed a dewatering program to manage groundwater during mining operations. Representative Landfill Project Experience oo BKK Landfill; West Covina, California - Project manager for testing suitability of sewer sludge for daily cover. Included an assessment of the geotechnical suitability of the material as well as the flammability and the potential for environmental hazards including vector attraction of the cover material. Collected physical soil samples, completed field infiltration tests, monitored odor release, and completed vector analysis. The investigation was completed on four cells containing various percentages of the treated sewage sludges. A final report was prepared following guidelines set forth in Title 14 of the CFR. ao Ina Road Landfill; Tucson, Arizona - Designed and installed the first groundwater monitoring program for an active landfill in Arizona. The program included installing over 15 groundwater monitoring wells along the Santa Cruz River. Assessed the impacts of leachate generation from this municipal landfill on groundwater and surface water quality. oo Landfill along the Santa Cruz River; Tucson, Arizona - Conducted a groundwater assessment of an abandoned landfill. The landfill was previously used for municipal waste and sewage sludge. The assessment included sampling analysis of streamflow along the adjacent Santa Cruz River as well as from established monitoring wells and water supply wells down gradient from the landfill. The study included assessing heavy metal concentrations and attenuation in various soil types. oo BKK Landfill, Sports Park and Golf Course; West Covina, California - Project manager responsible for assessing and developing mitigation solutions for the development of portions of the landfill in as a sports park and golf course. Project included both the environmental and geotechnical aspects of the development and focused on storm water runoff, settlement, and biological impacts that may occur during development and operation. Representative Transportation Project Experience 0o California Department of Transportation (Caltrans); Los Angeles, California - Client Manager for eight separate indefinite delivery blanket type contracts for the past eight to ten years providing services related to hazardous waste management, emergency response, UST removals, environmental assessments, aerial lead surveys, soil and groundwater investigations throughout the state of California. Projects have included high profile MTBE studies in drinking water, contaminant transport assessment as a result of continuous dewatering along the 105 freeway in Los Angeles, lead concentrations in soil as a result of vehicle exhaust, lead studies associated with paints on the Oakland Bay Bridge, and countless property assessments as a result of right -away acquisitions and development. 0o Louisiana Department of Transportation, Port of New Orleans; Louisiana - Senior technical professional on an environmental impact project (NEPA) for a new transportation corridor from 1-10 to the Port of New Orleans. oo Metropolitan Transit Authority (MTA), Green Line/Red Line; Los Angeles, California - Project director for analytical services for various light rail projects. Responsibilities included coordinating onsite and conventional analytical services to identify potential hazardous 9 materials that may be identified during site clearance and construction. ar John Wayne Airport, Long Beach Airport, and Vacaville, California - Principal investigator on soil and groundwater contamination projects on airfields including EOBs, TCE spills, and tank investigations. 10 Appendix F: ADDITIONAL DOCUMENTATION 1171008,12014 1o, :p 'i-:55 7.77a7 PAGE 04;tlS USER QUESTIONNAIRI' I OF Pursuant to AsTm E i52-743 Appenclix X.3. in orc(er to quakfy for one of the Lartdowrij�r ! iabrlety Protections (t1.Ps) vffere?Gtt by the Small Business [ bilin+ relief ant. Brownfields Reavrtarllzation Tort Qr2001 {rhe `l3rae+tt'Iaelds Acner><3mei,ts ttte user retest p*�Cmcfe the foilowing 1.110 -ration {if aVailebjej t 4 the anvironmewntal PnAassional. Fa+lure to- proylde the rriinrriatiori could result in a demrmjrletien that 'all apipppr.#ate inquiry" IS pot eorrlplete, This finer represents a type of intervievu and as Suct1, ;hie user has an ob4gafion to answe all questions rn gored. faith, to the extent of h4S Or hear arctUal knowledge I ,ort ydu aware of any anvironmetjW cleanup lieris 998Gmst the PF-00erry that are fwd or recite andel cal, tribal, state pr local law 17 to 0 Yes Ir'ye:s, pleasi<eY►lain. 2. Are you atrraris of any actiuity and tarid risemit bans {AULti— suo as eng'ttrleefem4 co*df6, land Lse rettrictioris or institutional controls that are in Dtace at the site ander have been fled or recorded in a r try undee leaeorar, trawl, state, or join law? +b Oyes tf yes, pl1}aSe wplain, As the user :;F Ili :SA dvyou hOvr amv specm4zecl krooWecige iir Qkpenence related to the Ori or nearby Praperties7 Fvr example, are you mvotved in the some lint' of busliles5 as The current or fjormli,V Occupants of the Prppedy or an adfolnlng P(OpertY so that you would have speclahzed knc wtedge of Itte c mmicals and processes used try this type of tj s ne!�s�z Its 0 Yes K yes. please explain. 4, Does the purchase prim gong paid Jbr this property reasrnlabjr reflect the fair marker value of Ihe- property" If You c0ndirrde #'at thare is a diftererrce, have you consFderedwhethcrthe lower purrhase prince cause cQntammatrtn is knit:" Of b0eved to he present at the propertt}f' No 0 Yes r yes, please explain - 5 Are you aware of corntrtority+ knoWn nr reasonably 3-wertaMble rnformatiuh about the property that would help the enutronrnerr3al prafessionat to identfy conditions In icat��re al rele8ses .or threatened releases? For e3campta as user_ (ii) Do you know of ifs past uses of the property?, (b) ❑o you kn9w of specific Chemicals thet are present or wer* once preEertt at the proPr~rty9, (c) Do you know OF spoils or other chernir. releases Ihm Hove taken place at the .prcpe:tp; td} tic yotj kncrAr of any environmerr- deanirps th 1 have taken place at the property? No 1 Yes f( yes, please exptairx 6. As the user of this ESA, � d on your krimledge and eitperience related to the property are there any Obvious Indicators that PuPt to the presence of likely presence of contarAiriatiorl at the preop" IYo 0 Yes It yes, please explain 1 007, 14933 1at339 pack. A.L., & 15110-'S120 8;q0W 5L Balms Paras. -CA. EC0011y Prcpa9et NI; . P14o+8 July?. ?014 page t of g *00ost 0MCe BOX 2651:, rales Verde; Psntnsut®. Caiifornm 20274 Phone 310 9 Tb 1A99 f=ax 3lp.37T.14 ,e' -W =Wlycorp com 071 @81201 D C NC ;-dGE 05106 USER QUESTIOM,4AJOE .2 OF 2 involvibs M F . 42J- �:43JI'0'9,a . ajny pervjj'kt% threate6e5d, talhazw subti, ' i . an PF PO eUtn'pra. Ili,. -1p P* 'irotive proceedings to zl�rfvgs Or pe"teurn din evihi proddft in, on, irl ftm tie95 rel Mpedy;;Od (4) wy r)otices,bbhp �k - e "d prdliii qoi� rnme-irgai - entity .g any possible - VIP abon of gnVironmen'tal laws Or P05-SiNe flabOity relating th hazardous, substances or petroleum. prodjrts,? Yes tf yos, pjea-s'e' expl'ain, A "JOPM &&k ulio rst- to TM ts awat-relatadlia the 7. ht lS H fat `0 Tj D. ;*,rhjK (Jqo WGIMPle soled WILO -OA0&,dfip per iii' -156pa per, NPOEt pertnits. linderWoijr�ff . it's. fota _c)ve ix twiddigroLond sWo9a tarilm gmuWAstAgm systems O'N"*iddr Safety: EJ',P0"-=*iHY '69*4k Pion OXR"44S 0.Is d' I Oda). WOPWO Ot pre tpoj:pt tb� 4io me"" am."At'v R#Aw;s'rejzo**q hyd"N am W-*rudet. tmygdver Wagermy ftz .90, g*n'-riqijkei4 gatocw:Wage . W -"tifioiis (AIU Ls4 1*" ale VffrM. Q" P -O, P. food PMpa.ftttwkaGm-,-A Pay nt'In WcfjjjnV:sAd nie s� p6 Dtal� t6 Edbbility. ou your. au L I e p otlzbkin to b on This , p - .k%YJ2 - 2d 14. ^.E ;V0,051 Owe VcrdcsPenms# la, DolltdMAS 20274. 'P60rioi:31 OLStG 1.- WLvt-'? 4" . yrotp USER QUESTIONNAIRE 1 OF Z Pursuant to ASTM E 1527-13 Appendix X.3, in order to qualify for ne of the Landowner Uabirity Protections (LLP-§) offered by the Small Bus_ iness 1 -lability relief and Brownfields Revitalization Act of 2009 (the "Brownfiefds Amendments), the user roust provide the following information (if available) to the environmental professional. Failure to provide the information could result in a detenyiination that "all appropriate inquiry" is not complete. This form represents a type of interview and as such, the user has an obligation to answer all questions In good faith, to the extent of his or her actual knowledge. 9. Are you aware of any environmental cleanup liens against the property that are filed or recorded underfedefal, tribal, state or local law's 0 No 0 Yes If yes, please explain. 2. Are you aware of any activity and land use limitations (AULs), such as engineering controls, land use restrictions or institutional controls that are in place at the site and./or have been filed or recorded in a registry under federal, tribal state, or local law. No Q Yes If yes, please explain. 3. As the user of this ESA do .you have any specialized knowledge or experience related to the Property or nearby properties? For example, are you involved in the same line of business as the current or former occupants of the property or an adjoining property so that you would have specialized knowledge of the chemicals and processes used by this type of business? El No ❑ Yes If yes, please explain. 4, Does the purchase prig being paid for this property reasonably reflect the fair market value of the property? If you conclude that there is a difference, have you corEsidered whether the lower purchase price is because contamination is 1known or believed to be present at the propwty? I4 No ❑ Yes Nyes, please explain. 5. Are you aware of commonly known or reasonably ascertainable infohnation abut the property that would help the., environmental professional to identify conditions indiic ative of releases or threatened releases? For example, as user: (a) Do you know of the past uses of the property?; (b) Do you know of specific chemicals that are present or were once present at the property?; (G) Do you know of spills or other chemical releases that have taken place at the property?; (d) Do you know of any environmental cleanups that have taken place at the property? $1 No ❑ Yes If yes, please explain.. 6. As the user of this ESA, based on your 'knowledge and experience related to the property are there arty obvious indicators that point to the presence or likely presence of ,contamination at the property? KNo ❑ Yes If yes, please explain. USER QUESTIONNAIRE 2 OF 2 Proceedings Involving the Property Pursuant to ASTM E 1527-13 §10.9, as the user of this ESA do you know of (1) any pending, threatened, or past iifigation relevant to hazardous substaoms or petroleum products in, on, or from the property; (2) any pending, threatened, or past_ administrative proceedings relevant to hazardous substances or petroldum products in, on, or from the property; and (3) any notices from any governmental entity regarding any possible violation of environmental laws or possible liability relating to hazardous substances or petroleum .products? No ❑ Yes If yes,please explain: Helpful) Documents Checklist Pursuant to ASTM 'E 152713 §10.8, do you know whether any of the following documents exist related 'to the subject properties, and if so, whether copies can and will be provided to Ecobillty for review? Check all that apply. M Environmental site assessment reports ❑ Environmental compliance audit reports [] Environmental permits (for example solid waste disposal.permits, hazardous waste disposal permits, wastewater permits, NPDES permits, underground injection permits) Registrations for above or underground storage tanks Registration for underground Injection systems 0 Material safety data shy [� Community right -to -know plan Risk assessments ❑ Safety pians; preparedness and prevention plans; spill prevention, countermeasure and control (SPCC) plans; etc. [:],Reports regarding hydrogeologic conditions on the property or surrounding area E Notices or other correspondence fromany governmental agency _reiaung to past or current violations of environmental laws with respect to the property or relating to environmental liens encumbering the property ❑ Hazardous waste generation notices or reports ❑ Geptechnical studies Recorded activity and land use limitations (At1Ls) r�eW'esenra�el -nue Dare Jr Please return this form along with the signed and cbmplewd Proposal Authorization & Payment Instructions and Contact Information forms, all of which are a part of this proposal, to Ecobility as your authorization to begin work on this project. Mr. Lui signed the Questionnaire on behalf of Ms. Belinda Lester, Administrator of the Estate of Clarence Orlo Lesperance, owner of the property. THIS PAGE INTENTIONALLY LEFT BLANK Initial Study/Mitigated Negative Declaration Tentative Tract Map No. 73354 (Pacific Villas) Appendix E Noise Data Appendices Tentative Tract Map No. 73354 (Pacific Villas) Initial Study/Mitigated Negative Declaration This page intentionally left blank Appendices Site Number: Site 1 Recorded By: Jessica Ditto Job Number: 151895 Date: 2/24/2016 Time: 1:40 p.m. Location: Jeremie Street Source of Peak Noise: Landscaping and people talking Leq (dB) Lm in (dB) Lmax (dB) Peak (dB) 56.7 34.4 71.0 72.0 Photo of Measurement Location 2250 Instrument: 2250 A lication: BZ72-25 Version 4.4 Start Time: 02/24/2016 13:40:47 End Time: 02/24/2016 13:50:47 Elapsed Time: 00:10:00 Bandwidth: 113 -octave Max Input Level: 138.70 Time Frequency Broadband excl. Peak): - FSI AZ Broadband Peak: C Spectrum. FS Z Instrument Serial Number: 2548189 Microphone Serial Number: 2543364 Input: Top Socket Windscreen Correction: None Sound Field Correction: Free -field Calibration Time: 02/24/2016 08:52:18 Cailbration Type: External reference Sensitivity: 64.7629499435425 mVIPa BP001 Start time LAFmin End Elapsed OverloadR56.7F71.0 time time °!o dB Value 0.00 34.4 Time 01:40:47 PM 01:50:47 PM 0:10:00 Date 02/24/2016 02/24/2016 BP001 11 RnQAiI nn I AF inmc rna�q wirith• 02 dH 02!2412096 01'40'47 PM - 01:50:47 PM JO I I I I I I I I I I I I I I I I 1 I I I I I i I I I 1 I I I i I I I I 1 I 1 I I 3 I I I 1 k I 70 ____J____ 4 -__J ____L____1_____L_ __1____L___-i_____I-«___1___-_I_____ I I 1 I I I F I I f I I I I I 1 7 I I [ I 3Q___ _ _ _ _ _ bI _ _ _ _ _II I 1 1 1 I I I l I I I I 1 1 [ l I I I I I I I I i i f I I I I I I 1 I I __ __-_____I___--I I ...�__________ �_-__I_____ [ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I 1 I 1 1 I I I I I 1 1 I 1 I 1 I 1 I I 1 I I 1 I 1 I I I I 1 1 1 I I I I I I I I I I I 1 I I I I 1 I I I 1 I I 1 I I I I 1 [ I I I I I 1 I I 1 1 f [ 10 20 30 40 50 60 70 80 90 100 110 120 930 140 Level Cumulafive Cursor: [74.8 ; 75.0[ dB Level: 0.0% Cumulative: 0.0% L1 = 69.2 dB L5 = 62.8 dB L10 = 60.1 dB L50 = 45.1 dB L90 = 38.9 dB L95 = 37.7 dB L99 = 36.0 dB dB BP001 IN Sound dB 140 I I I I I 120----------- l I I '--------------- -'--------------- I I I I I I I I I I ------------'---------------=------ I 1 I I I 100 ----------- I I I 1 I______ -__..,__ _,._J_____________ I _. I I I I I I I I I I _.1__ -____________1________-______1______ 1 ! I I I I 80 I I I I I ------ --I----__-----------+--------------- I I I I I I I I ----------- --- ----------+------ I I I , 60 I I I I I I I I ,^ 40 I Z _ - _ - _ I_ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ._ _ _ I I 1 I I _ _ _ _ _ _ _ _ _ i _ ------------ _ ------ _____207 20 --------- !_______________ J,I __..__-_______ f ! I _s________--_____S______________..1._____ I I I I I 1 01:42:00 PM 01:44:00 PM 01:46:00 PM 01:48:00 PM 01:50:00 PM LAleq LAFinax LCpeak LAFmin Cursor: 02/2412016 01:45:40 PM - 01:45:50 PM LAleq=47.6 dB LAFinax=50.6 dB LCpeak--68.3 dB LAFmin=37.8 dB "11 Start Elapsed LAleq LAFinax LAFmin lime time d6 dB dB Value 47.6 50.6 37.8 Time 01:45:40 PM 0:00:10 Date 02/24/2016 BP001 dB 02/24/2016 01:45:40 PM - 01:45:50 PM 140 124 ------------------------ --- 100 --------------------------------- --- 80 -------------------------- --- 60 -------------------------------------- 40 ------------------------------- 20 ------------------- 0 12.50 31.50 63 125 250 500 1000 2000 4000 8000 16000 A Z Hz _ Lzeq Cursor: (A) Leq=43.8 dB 1313001 Periodic reports ■ Sound dB 140 , I I I I I I I I I I 120------------ _______________I__--____________-___F____ I I I I -_ I I I I I I I 100 ----------- I I --------------- --------------- 1 I I I 1 I 1 I I ----------,.____J________---____L_-_____ I I I I I I I I I I I J -I , I I I I I I I I I I 1 -- - - - - -� - - - - - � 20 I I --------- ---------------'----------------I , I I I I --------------- 1--------------- L------- 01:42:00 PM 01:44:00 PM 01:46:00 PM 01:48:00 PM 01:50:00 PM LAleq LAFinax LCpeak LAFmin Cursor. 02/24/2016 01:45:00 PM - 01:46:00 PM LAleq=49.9 dB LAFinax=59.1 dB LCpeak=72.0 dB LAFmtn=37.2 dB BP001 Periodic reports Start Elapsed Overload LAleq LAFinax LAFmin time time%* d8 dB dB Value 0.00 49.9 59.1 37.2 Time 01:45:00 PM 0:01:00 Date 02/24/2016 BP001 Periodic reports dB 0212412016 01:45:00 PM - 01:46:00 PM 140 120 100 80 60 40 20 12.50 31.50 63 125 250 500 1000 2000 4000 8000 16000 A Z Hz _ LZeq _ LZFinax _ LZFmin Cursor. (A) Leq=44.7 dB LFinax=59,1 dB LFmin=37.2 dB 100 90 80 70 60 50 40 30 20 10 BP001 Periodic reports Riutad nn I AF 9 nrns Class width' 0.2 dB 0212412016 01:45:00 PM - 01:46:00 PM 10 I I I l 1 I I I I 1 E I I I t i 1 I I l i 1 I I I I I I I I I I I i 1 I I I I I Z I I I I I 1 I I I I I I 3 I I I I I i I I I I I i I I I I I E I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I 1 I I I i 1 I I I i I I 1 I I I I i I i I E I I 1 I I I I I I 1 I 3y�1 I I 40 50 60 Level Cumulative Cursor. V4.8; 75.0[ dB Level: 0.0% Cumulative: 0.0% i I I I I I I 1 I I I I I I I I I I I I I I I I 1 I I I 1 I 1 I I I 1 I I I I I 1 I I 1 I I I I i I I 1 I I I I I I I I I I I I I I f I I 1 I I I I 1 1 I I I I I 1 I I I I 1 I T._____I___-.. I I I I I I I ! I I I I 1 I I I 1 I I I I I 1 I f 1 1 I I I I 1 1 I I I I i I I I 1 I E I I I I i I 80 90 100 110 120 L1 L5 L10 L50 L90 L95 L99 dB = 51.7 dB = 48.4 dB = 46.9 dB = 43.2 dB = 40.0 dB = 39.2 dB = 38.2 dB Site Number: She 2 Recorded By: Jessica Ditto Job Number., 151895 Date: 2/24/2016 Time: 1:56 p.m. Location. Pacific Avenue, ipprojdmatel 150 feet east of Big Dalton Avenue Source of Peak Noise: Street traffic and dog barIdag lR r. Leq (dB) LmIn (dB) Lmax (dB) Peak (dB) 68.1 48.5 82.1 98.8 Photo of Measurement Location 2250 Instrument: 2250 Application: BZ7225 Version 4.4 Start Time: 02/24/2016 13:55:53 End Time: 02/24/2016 14:05:53 Elapsed Time: 00:10:00 Bandwidth: 1134ctave Max Input Level: 138.70 Time F uenc Broadband excl. Peak): FSI AZ Broadband Peak: C Spectrum: FS Z Instrument Serial Number: 2548189 Microphone Serial Number: 2543364 Input: Top Socket Windscreen Correction: None Sound Field Correction: Free -field Calibration Time: 02/24/2016 08:52:18 Calibration Type: External reference Sensitive 64.7629499435425 mV/Pa Start time End Elapsed Overload LAeq LAFinax LAFmin time time %1 [dBI fdBIdB Value 0.00 68.1 52.1 48.5 Time 01:55:53 PM 02:05:53 PM 0:10:00 Date 02/24/2016 02/24/2016 BP002 5/ Racarl nn I AF lf)mc C'.lacc Welth- n ? rIR n9/,)A19f)IA (11,rA.9;'4 PiU - PAA 00 l I I 1 I I I I I I I I I I I I I I I I E i I I I I I I I I I I I I 1 I I 80 ---- ---- -----I-- --+----------+-----I----- I I I I 1 I 7 I I 1 I 70 --- J-__ _L____1_r__rL____ I I I I 1 I I I I I I t I I I I I I I I I S I 3 I I 1 I I I I I I k I I ____J_____ L____�_____L____S__ I I I F I I 1 I I I ! I I I I I I I I I 1 I I I I i I I I I I I I I I I I I i I I 1 I I I I I I I I I I I I I I I I I I - I 1 I I 1 I I I I I -- -_ I I I I I I I I I I r 1 I I I I I I I I I I I I I 1 I I I I I f I ! I I I I 30----------------- Y _ _ _ _ _ r _ _ _ _ T _ _ _ _ I_ _ _ _ Y _ _ _ _ _f_ _ _ _ _ T _ _ _ _ _I_ _ _ _ _ T _ _ - _ _I_ I I I 1 I I I I I 1 I I I I I I I I I I 1 I I I I I i I I I I I I f I I I S I I I I I i I i I I I I I I 1 I I I E F h I I I I I 1 1 I I 1 I I V 10 20 30 40 50 60 70 80 90 100 110 120 130 140 Level Cumulative Cursor: [74.8; 75.0[dB Level: 0.2% Cumulative: 1.195 L1 = 74.9 dB L5 = 73.0 dB L10 = 71.8 dB L.50 = 66.3 dB L90 = 55.8 dB L95 = 54.0 dB L99 = 51.3 dB dB BP002 Sound dB 140 , I I I I I 120 I I I I I --------------------- - - - !-- -----------=--------------='---------------- I t I I I I 100 L --------------- I --------------- J --------------- 1--------------- L____________ _ I I I 1 I I I I I I 1 I I -- 60 I I I I 40 I I I I f I } I I I I --- I I I I I 2D I I I I I L---------------'--------------- ---------------1-------___,-_---L----------- 1 I - - - - I 01:56:00 PM 01:58:00 PM 02:00:00 PM 02:02:00 PM 02:04:00 PM 02:06:00 PM I..AEeq LAFinax LCpeak L4Fmin Cufsor: 02124/2016 02:00:50 PM - 02:01:00 PM LAfeq=67.8 dB LAFinax=70.9 dB LCpeak--86.0 dB LAFmin=60.8 dB Start Elapsed LAleq LAFinax LAFmin time time d8 d8 dB Value 67.8 70.9 60.8 Time 02:00:50 PM 0:00:10 Date 02/24/2016 BP002 Periodic reports Illi Sound dB 140 I I E I I I I I I 120 i I I ______________________________ ___ I I I I I I ___________________________________________ I I I I 100--L I I 1 I - - - - - - - - - - - - - - - J______ ---------------- i I 1 I I I I ----------- 1--------------- L_______ I I 1 I I I I I I I ! I 1 t I I c I 1 I I I k I I i !—-------------------------------1 I I I I I I I I I _ _ _ _ _ L --------------- I I I I 20--L_______________I______,--- I ! I I I I ___ I I I I 1 I I 1 I S __________ _1____________-_-L_______________ I 1 I t 01:56:00 PM 01:58:00 PM 02:00:00 PM 02:02:00 PM 02:04:00 PM 02:06:00 PM L.Aleq LAFinax LCpeak LAFmin Cursor. 0212412016 02:00:00 PM - 02:01:00 PM LAfaq=67.7 dB LAFinax=76.5 dB LCpeak=98.8 dB LAFmin=52.9 dB BP002 Periodic reports Start Elapsed Overload LAleq LAFinax N52.9 time time % dB dB Value. 0.00 67.7 76.5 Time 02.00:00 PM 0:01:00 Date 02/24/2016 SP002 Periodic reports rtneari nn I OP illmc rJacc wieith- n 9 HR nW9AtgniA ng-nn•M PAA _ ng.n1 •M PAA 100 90 80 70 60 50 40 30 20 10 I 1 I I I I I I I I I I I I I I I I I I I I E I I I I 1 I I I I I 1 I I I I i I I I I I l I I I I t I I I I I I I I 1 1 I I I I I I ! I I I I I E I I I I I 3 I I I I I I I I I I I I I I I I I I 1 I I I I f ! I I I ] ! I I I 1 1 I I I 1 I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I 1 I I I I I I I ! I I I I I I I I I I 3 I I I A I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I f I I f 1 ! t I I t f 1 f I I 1 f I I I I I I I I I 1 I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i i I 1 I I l ! 1 I ---r-__-I^-----7"_'---t-----r-----1----- ! 1 I I I I 1 1 I I I I I I I I I I I 1 I I I I I I ! E I I i 1 I 1 I I I I I I I I 10 20 30 40 50 60 70 80 Level Cumulative Cursor: [74.8 ; 75.0[ dB Level: 0.2% Cumulative: 2.6% L1 L5 L10 L50 L90 L95 L99 dB = 75.9 dB = 70.9 dB = 69.4 dB = 63.8 dB = 55.0 dB = 54.0 dB = 53.3 dB Initial Study/Mitigated Negative Declaration Tentative Tract Map No. 73354 (Pacific Villas) Appendix F Traffic Impact Analysis Appendices Tentative Tract Map No. 73354 (Pacific Villas) Initial Study/Mitigated Negative Declaration This page intentionally left blank Appendices JENCINEERINC March 23, 2016 Mr. Allan & Roger Lui S.0 Communities Group, LLC 2863 Maricopa Street Torrance, CA 90503 Subject: Traffic Impact Analysis: 14827-14839 Pacific Avenue, City of Baldwin Park Dear Mr. Lui and Mr. Lui: TJW ENGINEERING, INC. (TJW) is pleased to present you with this traffic impact analysis for the proposed 14827-14839 Pacific Avenue project in the City of Baldwin mark. The proposed project site would consist of 47 single-family dwelling units on the proposed site which is at 14827-14839 Pacific Avenue. This traffic study has been prepared to meet the traffic study requirements for the City of Baldwin Park and assesses the forecast traffic operations associated with the proposed project and its impact on the local street network, and has been updated to include additional analysis of impacts related to the potential rezoning of adjacent parcels. This report is being submitted to you for review and forwarding to the City of Baldwin Park. Please contact us at (949) 878-3509 if you have any questions regarding this analysis. Sincerely, Thomas Wheat, PE, TE President Registered Civil Engineer #69467 Registered Traffic Engineer #2565 Jeff Weckstein Transportation Planner 6 Venture, Suite 265 J Irvine, California 92618 j t: (949) 878-3509 f: (949) 878-3593 www.tjwengineering.com 14827-14839 PACIFIC AVENUE PROJECT TRAFFIC IMPACT ANALYSIS Baldwin Park, California Prepared for: S.C. COMMUNITIES GROUP, LLC 2863 Maricopa St. Torrance, CA 90503 And LAND DEVELOPMENT CONSULTANTS 1520 Brookhollow Dr. Suite 33. Santa Ana, CA 92705 Prepared by: J ENGINEERING 6 Venture, Suite 265 Irvine, California 92618 Thomas Wheat, PE, TE Jeffrey Weckstein May 7, 2015 Revised: March 23, 2016 JN: LDC -15-001 6 Venture, Suite 265 1 Irvine, California 92618 1 t: (949) 878-3509 f: (949) 878-3593 www.tjwengineering.com Table of Contents Section Page 1.0 Executive Summary ........................................................................................... iv 1.1 Summary of Analysis Results v 1.2 Summary of Impacts and Recommended Improvements v 1.3 On Site Roadway and Site Access Improvements v 1.4 Summary of Impacts v 2.0 Introduction...................................................................................................... 1 2.1 Study Area 1 2.2 Analysis Methodology 2 2.2.1 Intersection Analysis Methodology 2 2.3 Performance Criteria 3 2.4 Thresholds of Significance 4 3.0 Existing Conditions............................................................................................ 4 3.1 Existing Circulation Network and Study Area Conditions 4 3.2 City of Baldwin Park General Plan Circulation Element 5 3.3 Existing Bicycle and Pedestrian Facilities 5 3.4 Existing Public Transit Services 5 3.5 .Existing Traffic Volumes 7 3.6 Existing Conditions Intersection Level of. Service Analysis 7 4.0 Proposed Project............................................................................................... 7 4.1 Project Description 7 4.2 Project Trip Generation 8 4.3 Project Trip Distribution 8 4.4 Modal Split 9 4.5 Project Trip Assignment 9 5.0 Existing Plus Project Conditions......................................................................... 10 5.1 Roadway Improvements 10 5.2 Existing Plus Project Conditions Traffic Volumes 10 5.3 Existing Plus Project Conditions Intersection Level of Service Analysis 10 6.0 Project opening Year Without Project Conditions .............................................. 10 6.1 Roadway improvements 10 6.2 Project Opening Year Without Project Traffic Volumes 10 6.3 Project Opening Year Without Project Intersection Level of Service Analysis 11 TJW Engineering, Inc. LDCI500114927-14839 Pacific TIA 03252015 11 page 7.0 Project Opening Year With Project Conditions ................................................... 11 7.1 Roadway improvements 11 7.2 Project Opening Year With Project Traffic Volumes 11 7.3 Project Opening Year With Project Intersection Level of Service Analysis 12 8.0 Forecast Year 2030 Without Project Conditions ................................................. 12 8.1 Roadway Improvements 12 8.2 Forecast Year 2030 Without Project Traffic Volumes 13 8.3 Forecast Year 2030 Without Project Intersection Level of Service Analysis 13 9.0 Forecast Year 2030 With Project Conditions....................................................... 13 9.1 Roadway Improvements 13 9.2 Forecast Year 2030 With Project Traffic Volumes 14 9.2.1 Adjacent Parcel Information and Potential Increase in Trip Generation 14 9.3 Forecast Year 2030 With Project Intersection Level of Service Analysis 1s 10.0 Los Angeles Congestion Management Program Analysis .................................... 16 11.0 Parking.............................................................................................................. 17 Listof Tables....................................................................................................._....... Page Table 1 LOS & WC Ranges............................................................................................. 3 Table 2 HCM — LOS & Delay Ranges — I.lnsignalized Intersections ................................... 3 Table 3 Intersection Analysis — Existing Conditions........................................................ 7 Table4 Proposed Project Trip Generation..................................................................... 8 Table 5 Intersection Analysis — Existing Plus Project Conditions ..................................... 10 Table 6 Intersection Analysis — Project Opening Year Without Project Conditions.......... 11 Table 7 Intersection Analysis — Project Opening Year With Project Conditions ............... 12 Table 8 Intersection Analysis — Forecast Year 2030 Without Project Conditions ............. 13 Table9 Adjacent Parcel Information............................................................................. 14 Table 10 Intersection Analysis — Forecast Year 2030 With Project Conditions ................ 15 Table 1114827-1.4839 Pacific Avenue Project —Transit Trip Generation ........................ 17 TJW !Engineering, Inc. LDCi500114927-14839 Pacific TIA 03252016 ii I page Listof Exhibits............................................................................................................. Follows Page Exhibit 1: Project Location and Study Area.................................................................... 2 Exhibit 2: Existing Lane Geometry and Intersection Control ........................................... 5 Exhibit 3: Existing AM/PM Peak Hour Intersection Volumes .......................................... 7 Exhibit4: Proposed Project Site Plan............................................................................. 8 Exhibit 5: Forecast Trip Distribution of Proposed Project ............................................... $ Exhibit 6: Forecast Proposed Project AM/PM Peak Hour Trip Assignment ..................... 9 Exhibit 7: Existing Plus Project AM/PM Peak Hour Intersection Volumes ....................... 9 Exhibit 8: Project Opening Year Without Project AM/PM Peak Hour Intersection Volumes 11 Exhibit 9: Project Opening Year With Project AM/PM Peak Hour Intersection Volumes. 11 Exhibit 10: Forecast Year 2030 Without Project AM/PM Peak Hour Intersection Volumes 13 Exhibit 11: Forecast Year 2030 With Project AM/PM Peak Hour Intersection Volumes .. 15 Appendices Appendix A: City of Baldwin Park General Plan Circulation Element Roadway Classifications Appendix B: Transit Information Appendix C: Existing Traffic Counts Appendix D: HCM Analysis Sheets ................................................................................................................................................ TJW Engineering, Inc. LDC1500114827-14839 Pacific TIA 03252016 iii 1 page 1.0 EXECUTIVE SUMMARY This traffic study analyzes the forecast traffic operations associated with the proposed 14927-14839 Pacific Avenue project in the City of Baldwin Park. The proposed project is located at 14827-14839 Pacific Avenue and would consist of 47 single family dwelling units. The proposed project would be built and occupied by the end 2017. The project site is currently vacant. Site access for the proposed project is planned at one full access location on Pacific Avenue. The project site is bound by multi -family dwelling units to the northwest, single family homes to the northeast, single family homes and a church to the southeast, and Pacific Avenue to the southwest. For the purpose of this TIA, it is assumed that the proposed project will be built and generating trips in 2017. The purpose of this TIA is to evaluate the proposed impacts to traffic and circulation associated with the development of the proposed project and recommended improvements to mitigate impacts considered significant in comparison to established regulatory thresholds. This traffic analysis follows City of Baldwin Park traffic study guidelines and is consistent with the traffic impact analysis guidelines in the 2010 Los Angeles County Congestion Management Program (LA CMP). Institute of Transportation Engineers (ITE) Trip Generation 19t' Edition, 2012) rates were used to determine trip generation of the proposed project. The proposed project is forecast to generate 35 AM peak hour trips, 47 PM peals hour trips and 447 daily trips. Consistent with the City and County's traffic study guidelines, potential impacts to traffic and circulation were assessed for the following scenarios: • Existing Conditions; • Existing Plus Project Conditions; • Project Opening Year {2017) Without Project Conditions; • Project Opening Year (2017) With Project Conditions; • Forecast Year 2430 Without Project Conditions; and • Forecast Year 2030 With Project Conditions. The following five (5) intersections in the vicinity of the project site have been included in the intersection level of service (LOS) analysis: • Pacific Avenue/Big Dalton Avenue; • Pacific Avenue/Puente Avenue; • Pacific Avenue/Bromley Avenue; • Root Street/Puente Avenue; and • Merced Avenue/Puente Avenue. Additionally the project's driveway on Pacific Avenue has been analyzed for with project conditions. TJW Engineering, Inc. LDC1500114827-14839 Pacific TIA 03252016 ivlpage 1.1. SUMMARY OF ANALYSIS RESULTS The study intersections are currently operating at an acceptable LOS (LOS D or better) during the AM and PM peak hours. The study intersections are projected to continue to operate at an acceptable LOS (LOS D or better) during the AM and PM peak hours for existing plus project conditions. The study intersections are projected to operate at an acceptable LOS (LOS D or better) during the AM and PM peak hours for project opening year without and with project conditions. The study intersections are projected to operate at an acceptable LOS (LOS D or better) during the AM and PM peak hours for forecast year 2030 without and with project conditions. 1.2 SUMMARY OF IMPACTS AND RECOMMENDED IMPROVEMENTS Based on the City's thresholds of significance, the addition of project generated trips is not projected to result in any significant impacts at the study intersections for any analysis scenarios. -1.3 SUMMARY OF CMP IMPACTS No CMP monitored intersections are forecast to receive 50 or more project -generated trips during either the AM peak hour or the PM peak hour and no CMP mainline freeway monitoring locations are forecast to receive 150 or more project -generated trips during either the AM peak hour or the PM peak hour. Therefore, the proposed project is forecast to have no significant CMP traffic impacts. Based on the CMP guidelines, and the proximity of the various project land uses in relation to available transit in the project vicinity, the proposed project is forecast to generate approximately 2 AM peak hour transit trips, approximately 3 PM peak hour transit trips, and approximately 22 daily transit trips. Since the proposed project transit trips can be accommodated by existing transit service in the project vicinity, no significant CMP transit impacts are forecast to occur. 1.4 SUMMARY OF PARKING IMPACTS The proposed project is providing two private garage parking spaces per dwelling unit and 17 open and visitor parking spaces. The proposed project meets or exceeds City requirements for both assigned and guest parking. TJW Engineering, Inc. LDC1500114827-14839 Pacific TIA 03252016 v I page 2.0 INTRODUCTION This traffic study analyzes the forecast traffic operations associated with the proposed 14827-14839 Pacific Avenue project in the City of Baldwin Park. The proposed project is located at 14827-14839 Pacific Avenue and would consist of 47 single family dwelling units. The proposed project would be built and occupied by the end 2017. The project site is currently vacant. Site access for the proposed project is planned at one full access location on Pacific Avenue. The project site is bound by multifamily dwelling units to the northwest, single family homes to the northeast, single family homes and a church to the southeast, and Pacific Avenue to the southwest. Figure 1 shows the project site location. Figure 1— Project Location 2.1 STUDY AREA The following five (5) intersections in the vicinity of the project site have been included in the intersection level of service (LOS) analysis: • Pacific Avenue/Big Dalton Avenue; • Pacific Avenue/Puente Avenue; • Pacific Avenue/BromleyAvenue; T]W Engineering, Inc. LOC1500114827-14839 Pacific TIA 03252016 11 page • Root Street/Puente Avenue; and • Merced Avenue/Puente Avenue. Additionally, the project's access on Pacific Avenue will be analyzed for with project conditions. The study intersections are all located within the City of Baldwin Park with the exception of the Pacific Avenue/Bromley Avenue intersection which is in the City of West Covina. This traffic analysis follows City of Baldwin Park traffic study guidelines and is consistent with the traffic impact analysis guidelines in the 2010 Los Angeles County Congestion Management Program (LA CMP). Exhibit Y shows the location of the study intersections, which are analyzed for the following study scenarios: • Existing Conditions; • Existing Plus Project Conditions; • Project Opening Year (2017) Without Project Conditions; • Project Opening Year (2017) With Project Conditions; • Forecast Year 2030 Without Project Conditions; and • Forecast Year 2030 With Project Conditions. Traffic operations are evaluated for the following time periods: • Weekday AM Peak Hour occurring within 7:00 AM to 9:00 AM; and • Weekday PM Peak Hour occurring within 4:00 PM to 6:00 PM. 2.2 ANALYSIS METHODOLOGY 2.2.1 Intersection Analysis Level of Service (LOS) is commonly used to describe the quality of flow on roadways and at intersections using a range of LOS from LOS A (free flow with little congestion) to LOS F (severely congested conditions). The Intersection Capacity Utilization (ICU) methodology expresses the LOS of an intersection in terms of the remaining capacity at an intersection (or lack thereof). The ICU methodology compares the volume -to -capacity (V/C) ratios of conflicting turn movements at an intersection, sums the critical conflicting V/C ratios for each intersection approach, and determines the intersection's overall capacity utilization. The resulting V/C ratio is converted to an LOS as follows: T!W Engineering, Inc. LDC1500114827-14839 Pacific TIA 03252016 2 Ike 3 lv 0 wo �G +, C W .Q 0- rAb cn Table 1 LOS & VIC Ranges A 0.000 - 0.600 B 0.601- 0.700 C 0.701- 0.900 D 0.901- 0.400 E 0.901-1.000 F >1.000 This study utilizes a 1,600 vehicle per lane per hour saturation flow rate (1,440 vehicles per lane for dual left -turn lanes) and a clearance interval of ten percent. Unsignalized (stop -controlled) intersections are analyzed utilizing the Highway Capacity Manual (HCM) 2010 (Transportation Research Board, 2010) methodology, which expresses the LOS of an intersection in terms of delay time for the intersection approaches. For all -way stop -controlled intersections, the NCM methodology computes LOS for the intersection as a whole. Table 2 describes the general characteristics of traffic flow and accompanying delay ranges at unsignalized intersections. Table 2 HCM -- LOS & Deiav Ranees — Unsignalized Intersections A Little or no delays. 0-10.00 B Short traffic delays. 10.01-15.00 C Average traffic delays. 15.01-25.00 D Long traffic delays. Multiple vehicles in queue. 25.01-35.00 E Very long delays. Demand approaching capacity of intersection 35.01-50.00 F Very constrained flow with extreme delays and intersection capacity exceeded. > 50.01 Source: ! ransponawn xesearcn b0ara, rtrgnway uapacuy mranuar, Hum/uiu camon twasnrngwn u.;,., Au rut. This analysis utilizes the TraffixTm analysis software for all signalized intersections and V/C calculations and the Synchro 9 analysis software for unsignalized intersections and HCM 2010 calculations. 2.3 PERFORMANCE CRITERIA The City of Baldwin Park target for peak hour intersection operation outside of the downtown area is LOS D or better. TJW Engineering, Inc. LDC1500114821-14839 Pacific TIA 03252016 3 j page 2.4 THRESHOLDS OF SIGNIFICANCE According to California Environmental Quality Act (CEQA) guidelines, a project is considered to cause a significant impact to a transportation system if it: • Conflicts 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. • Conflicts with an applicable congestion management program (CMP), including, but not limited to level of service standards, travel demand measures, or other standards established by the County Congestion Management Agency for roadways or highways. • Conflicts with adopted policies or programs regarding public transit, bicycle or pedestrian facilities, or otherwise decreases the performance or safety of such facilities. To determine whether the addition of project -generated trips at a signalized study intersection results in a significant impact, the City of Baldwin Park utilizes the following threshold of significance: • A significant traffic impact occurs at a signalized study intersection when a proposed project increases traffic demand by one percent or more of capacity (V/C > 0.01), causing or worsening LOS E or F. 3.0 Existing Conditions 3.1 EXISTING CIRCULATION NETWORK/STUDY AREA CONDITIONS The characteristics of the roadway system in the vicinity of the proposed project site are described below: Pacific Avenue is a northwest -southeast roadway adjacent to the project site. Pacific Avenue is classified as a Collector Street in the City of Baldwin Park General Plan Circulation Element. Pacific Avenue is a four -lane undivided roadway with a posted speed limit of 40 miles per hour. On -street parking is permitted intermittently on Pacific Avenue; however on -street parking is prohibited on both sides of Pacific Avenue in the immediate vicinity of the proposed project site. Big Dalton Avenue is a northeast -southwest roadway northwest of the project site. Big Dalton Avenue is a two-lane undivided roadway with a posted speed limit of 25 miles per hour. On -street parking is generally permitted on Big Dalton Avenue. Big Dalton Avenue is discontinuous at Pacific Avenue. Sig Dalton Avenue is classified as a Residential Street in the City of Baldwin Park General Plan Circulation Element. Bromley Avenue is a northeast -southwest, two-lane undivided roadway with a posted speed limit of 25 miles per hour. On -street parking is generally permitted on Bromley Avenue. TJW Engineering, Inc. LDC15001 14827-14$39 Pacific TIA 03252016 4 1 page Interstate 10 (1-10) is an east -west state highway that traverses the continental United States. 1-10 originates at Pacific Coast Highway in Santa Monica and terminates at Interstate 95 in Jacksonville, Florida. In the vicinity of the proposed project, 1-10 is an eight -lane freeway facility with four general purpose lanes in each direction. As the crow flies, 1-10 is approximately 0.65 miles south of the proposed project site. Puente Avenue is a northeast -southwest roadway southeast of the project site. Puente Avenue, in the vicinity of the project site is a four -lane undivided roadway with a posted speed limit of 40 miles per hour. On -street parking is permitted intermittently on Puente Avenue. Puente Avenue is a two-lane undivided roadway north of Root Street. Puente Avenue is classified as a Collector Street in the City of Baldwin Park General Plan Circulation Element between Merced Avenue and Root Street, and as a Residential Street south of Merced Avenue and North of Root Street. Root Street is a northeast -southwest, four -lane undivided roadway with a posted speed limit of 40 miles per hour. On -street parking is permitted on Root Street. Root Street is classified as a Collector Street in the City of Baldwin Park General Plan Circulation Element. Merced Avenue is a northwest -southeast, four -lane undivided roadway with a posted speed limit of 35 miles per hour. Merced Avenue is classified as a Collector Street in the City of Baldwin Park General Plan Circulation Element. On -street parking is permitted intermittently on Merced Avenue. East of Puente Avenue, Merced Avenue changes name to Garvey Avenue N and functions as a frontage road to 1-10. Exhibit 2 shows existing conditions study area intersection and roadway geometry. 3.2 CITY OF BALDWIN PARK GENERAL PLAN CIRCULATION ELEMENT Appendix A contains the City of Baldwin Park General Plan Circulation Element roadway classifications and roadway cross sections. 3.3 EXISTING BICYCLE AND PEDESTRIAN FACILITIES There are no striped Class 11 bicycle lanes on study area roadways. The General Plan Circulation Element bikeways map identifies Pacific Avenue and Puente Avenue as areas for future Class III bicycle facilities. Sidewalks along roadways and curb ramps at intersections are present at all locations within the study area. 3.4 EXISTING PUBLIC TRANSIT SERVICES The City of Baldwin Park is served by Los Angeles Metro and Foothill Transit bus routes as well as the Baldwin Park transit shuttle. Figure 2 shows the transit routes in the vicinity of the City of Baldwin Park. TJW Engineering, Inc. LDCI5001 I4827-14839 Pacific TIA 03752016 51 page 3Ad N O O of o 04 Q � + A i dJais ai�ia+a� ai�iaaa h ® HM z 3Ad N O O of o 04 Q � 04 04 m L6 a ) 5 L .1.r /O V O i3 L �IYr 4 E Oil V 4) C cc J Y� L 6 N Z W m c I A a w Figure 2— Transit Routes There are two Foothill Transit bus routes currently providing stops within convenient walking distance to the proposed project site as well as the Baldwin Park transit shuttle. The bus lines serving the project site directly are described below. Appendix B contains additional information on the transit routes serving the study area. Foothill Transit Bus Route 178 runs between the Puente Hills Mall and the EI Monte Station with stops at the Baldwin Park Metrolink station during peak hours only and headways of approximately 30 minutes throughout the day on weekdays, and headways of 30 minutes to one hour on weekends and holidays. In the project vicinity, Bus Route 178 runs along Pacific Avenue with a stop at the Pacific Avenue/Puente Avenue intersection approximately 1./10 of a mile from the proposed project site. Foothill Transit Bus Route 274 runs between the Baldwin Park Metrolink station and the City of Whittier with headways of 45-60 minutes throughout the day on weekdays, and headways of 90 minutes on weekends and holidays. In the project vicinity, Bus Route 274 runs along Puente Avenue and Pacific Avenue with a stop at the Pacific Avenue/Puente Avenue intersection approximately 1/10 of a mile from the proposed project site. The Baldwin Park Transit Shuttle operates two transit lines that run in a circle around the city, one in a clockwise circulation pattern (Pumpkin Line), and one in a counterclockwise circulation pattern TJW Engineering, Inc. LDC1500114927-14839 Pacific TIA 03252016 6 F page (Teal Line). The closest stop to the project site is at the Pacific Avenue/Puente Avenue intersection with headways of 12 minutes during the peak commute periods. Additionally, the Baldwin Park Metrolink station, which provides peak period service to Downtown Los Angeles, is approximately % mile from the proposed project site. 3.5 EXISTING TRAFFIC VOLUMES To determine the existing operation of the study intersections, AM and PM peak period traffic counts were collected on Wednesday, March 18, 2015. The traffic volumes used in this analysis are from the highest hour within the peak period counted. Detailed traffic count data is provided in Appendix C. Exhibit 3 shows existing AM and PM peak hour volumes at the study intersections. 3.6 EXISTING CONDITIONS INTERSECTION LEVEL OF SERVICE ANALYSIS Existing conditions AM and PM peak hour intersection analysis is shown in Table 3. Calculations are based on the existing geometrics at the study area intersections as shown in Exhibit 2. HCM analysis sheets are provided in Appendix D. Table 3 Intersection Analysis— Existing Conditions Note: AWSC = All -Way Stop -Control, Delay shown in seconds per vehicle As shown in Table 3, the study intersections are currently operating at an acceptable LOS (LOS D or better) during the AM and PM peak hours. 4.0 _Proposed Project 4.1 Project Description The proposed 14827-14839 Pacific Avenue project in the City of Baldwin Park is located at 14827- 14839 Pacific Avenue and would consist of 47 single family dwelling units. The proposed project would be built and occupied by the end 2017. The project site is currently vacant. T!W Engineering, Inc. LDC15001 14827-14839 Pacific TIA 03252016 7 page Merced Ave/Puente Ave Signal 0.726 — C 0.800 — C Pacific Ave/Big Dalton Ave Signal 0.456 — A 0.557 — A Pacific Ave/Puente Ave Signal 0.615 -- B 0.648 — B Root St/Puente Ave AWSC 16.0 --- C 11.6 — B Pacific Ave/Bromley Ave Signal 0.335 — A 0.394 — A Note: AWSC = All -Way Stop -Control, Delay shown in seconds per vehicle As shown in Table 3, the study intersections are currently operating at an acceptable LOS (LOS D or better) during the AM and PM peak hours. 4.0 _Proposed Project 4.1 Project Description The proposed 14827-14839 Pacific Avenue project in the City of Baldwin Park is located at 14827- 14839 Pacific Avenue and would consist of 47 single family dwelling units. The proposed project would be built and occupied by the end 2017. The project site is currently vacant. T!W Engineering, Inc. LDC15001 14827-14839 Pacific TIA 03252016 7 page _ ` 1IMO MCC7 N D ffi Q NN K �N ---6721713 Lam -4551522 cAvv1 J 391 57142 3I� ow T ld1� dd 3JN3rId 7% L66,4/968 �`o L123/145-\�767� O DMAS 2361155&7195 ...c.� m ®® 3Ab �v 0 � C. Q rZ Q m 8 O d Z A0 W E 0 4) r� s� C L 0 m a OL 2 a +V W W +F+ •mow W e I Site access for the proposed project is planned atone full access location on Pacific Avenue. The project site is bound by multi -family dwelling units to the northwest, single family homes to the northeast, single family homes and a church to the southeast, and Pacific Avenue to the southwest. Exhibit 4 shows the proposed project site plan. 4.2 Project Trip Generation in order to determine the project's anticipated trip generation, Institute of Transportation Engineers (ITE) 9th Edition trip generation rates were utilized. The analysis calculates the AM peak hour trips, PM peak hour trips and average daily trips (ADT) forecast to be generated by the proposed project land use. Table 4 shows the ITE rates used to calculate trip generation of the proposed project. The traffic generation of the proposed project, based on these rates is also shown in Table 4. Table 4 Note: DU = Dwelling Unit Source: ITE Trip Generation, 9t' Edition (2012) As shown in Table 4, the proposed project is forecast to generate 35 AM peak hour trips, 47 PM peak hour trips and 447 daily trips. 4.3 Project Trip Distribution The forecast trip distribution for this project is based on the existing traffic patterns of the surrounding streets and intersections as well as potential interactions between the proposed project land use and surrounding land uses, the trip distribution factors contained in Appendix D of the Los Angeles County Congestion Management Program (LACMP, Metro, 2010), as well as engineering judgment. Exhibit 3 shows the proposed forecast trip distribution of proposed project trips. TJW Engineering, Inc. LDC1500114927-14839 Pacific TIA 03252016 81 page j! a �Tzi NojLiva Dig a • 3Ab All r -I &', P ie rM-1 CL rww `L r ca 0 LL a .i N A t; s 0 3Ab All r -I &', P ie rM-1 CL rww `L r ca 0 LL a .i N A 4.4 Modal Split While Foothill Transit bus routes and the Baldwin Park shuttle have stops at the Pacific Avenue/Puente Avenue intersection and the proposed project is approximately X of a mile from the Baldwin Park Metrolink station, the traffic reducing potential of public transit, walking and bicycling have not been considered in this analysis since transit is expected to capture only a small percentage of the proposed project's trips. 4.5 Project Trip Assignment Exhibit 6 shows the corresponding projected AM/PM peak hour trip assignment of project trips. 5.0 Existing Plus Project Conditions Existing plus project conditions analysis is intended to identify the project -related impacts on the existing circulation system. 5.1 - ROADWAY IMPROVEMENTS The lane configurations and traffic controls assumed to be in place for the existing plus project scenario are consistent with those previously shown in Exhibit 2, with the exception of project driveway assumed to be constructed by the proposed project to provide site access. 5.2 EXISTING PLUS PROJECT TRAFFIC VOLUMES Existing plus project volumes include existing traffic volumes plus the addition of the traffic projected to be generated by the proposed project. Exhibit 7 shows existing plus project AM and PM peak hour volumes at the study intersections. 5.3 EXISTING PLUS PROJECT CONDITIONS INTERSECTION LEVEL OF SERVICE ANALYSIS Existing plus project conditions AM and PM peak hour intersection analysis is shown in Table S. Calculations are based on the existing geometrics at the study area intersections as shown in Exhibit 2. HCM analysis sheets are provided in Appendix D. TJW Engineering, Inc. LDC1500114927-14839 Pacific TIA 03252016 9 1 page Q 0 H Y d *= a ani 4 � -13 a c x as110 • x .2 . x 2 d °a C 0 aE u :r d O� Lm ao v O 9 WJ E rD c 0 [O N N O 513 J-- 2f8 I auiaad f a�iavd r 216—} 516 MIN3nd E75� g13� Q 0 H Y d *= a ani 4 � -13 a c x as110 • x .2 . x 2 d °a C 0 aE u :r d O� Lm ao v O 9 WJ E rD ane LU ALU CSP 0 NV 0 U O O Z d O w Lo a x CL 2 CL a 0 N C a fA a LL C U �a m r r n WJ I's r �� Na v j 139/213tld —6777/716 to co —457/530 67 IAN CVi t k i dI�Hd '1241114 31N3Rd 916 L66.6M74--� ay�N �o 5Q5,71—� Emco 132YIS1U 23711617/9 ane LU ALU CSP 0 NV 0 U O O Z d O w Lo a x CL 2 CL a 0 N C a fA a LL C U �a m r r n WJ I's r Table 5 Intersection Analysis — Existing Plus Project Conditions Merced Ave/Puente Ave Signal 0.726 0.800 C C 0.727 0.800 C C Pacific Ave/Big Dalton Ave Signal 0.456 0.557 A A 0.457 0.559 A A Pacific Ave/Puente Ave Signal 0.615 0.648 B B 0.619 0.652 B 13 Root St/Puente Ave AWSC 16.0 I 11.6 C B 16.1 11.8 C B Pacific Ave/Bromley Ave Signal 0.335 0.394 A A 0.337 0.396 A A Pacific Ave/Project Drwy TWSC Not Applicable 21.6 27.2 G D Note: AWSC = All -Way Stop -Control, TWSC = One -or -Two -Way Stop -Control, Delay shown in seconds per vehicle 1= Per the 2010 Highway Capacity Manual, overall average delay and LOS are shown for signalized and all -way stop -controlled intersections. For intersections with one -or -two-way stop -control, the delay and LOS for the worst individual movement is shown. As shown in Table a, the intersections are projected to continue to operate at an acceptable LOS (LOS D or better) during the AM and PM peak hours for existing plus project conditions. Based on the thresholds of significance previously discussed in section 2.4, the addition of project generated trips does not result in a significant impact at any of the study intersections for existing plus project conditions. 6.0 Project Opening Year 2017 Without Pro'ect Conditions Project opening year without projection conditionsis intended to set the baseline for identifying cumulative project -related impacts on the planned near-term circulation system. The proposed project is expected to be built and generating trips in 2017. 6.1 ROADWAY IMPROVEMENTS The lane configurations and traffic controls assumed to be in place for the project opening year without project scenario are consistent with those previously shown in Exhibit 2. 6.2 PROJECT OPENING YEAR WITHOUT PROJECT TRAFFIC VOLUMES Since the proposed project is expected to be generating trips in 2017, project opening year (2017) without project traffic volumes were derived by applying an annual growth rate of 0.82 percent per year, for two years, to existing (2015) traffic volumes consistent with Exhibit D-1 (General Traffic Volume Growth Factors) in Appendix D of the Los Angeles County Congestion Management Program (Los Angeles County Metropolitan Transit Authority, 2010). TJW Engineering, Inc. LDC1500114827-14839 Pacific TIA 03252016 101 Page Exhibit S shows project opening year without project AM and PM peak hour volumes at the study intersections. 6.3 PROJECT OPENING YEAR WITHOUT PROJECT INTERSECTION LEVEL OF SERVICE ANALYSIS Project opening year without project conditions AM and PM peak hour intersection analysis is shown in Table 6. HCM analysis sheets are provided in Appendix D. Table 6 Intersection Analysis — Project Opening Year Without Project Conditions Merced Ave/Puente Ave Signal 0.739 — C 0.814 — D Pacific Ave/Big Dalton Ave Signal 0.463 — A 0.566 — A Pacific Ave/Puente Ave Signal 0.622— B 0.659— B Root St/Puente Ave AWSC 16.6 — C 11..9 — B Pacific Ave/Bram ley Ave Signal 0.340 — A 0.400 — A Note: AWSC= All -Way Stop -Control, Delay shown in seconds per vehicle As shown in Table 6, the intersections are projected to operate at an acceptable LOS (LOS D or better) during the AM and PM peals hours for project opening year without project conditions. 7.0 Project Opening Year (2017). With Proiect Conditions Project opening year with project conditions analysis is intended to identify cumulative project - related impacts on the planned near-term circulation system. The proposed project is expected to be built and generating trips in 2017. 7.1 ROADWAY IMPROVEMENTS The lane configurations and traffic controls assumed to be in place for the project opening year with project scenario are consistent with those previously shown in Exhibit 2, with the exception of project driveways and other facilities assumed to be constructed by the proposed project to provide site access. 7.2 PROJECT OPENING YEAR WITH PROJECT TRAFFIC VOLUMES Project opening year (2017) with project traffic volumes were derived by adding forecast project generated trips to project opening year (2017) without project volumes. Exhibit 9 shows project opening year (2017) with project AM and PM peak hour volumes at the study intersections. TJW Engineering, Inc. IDC15001 14827-14839 Pack TIA 03252016 111Page —��--6851727 92 mQ `` 0000 o �o . -LOm 5416 +/532 Nv 40/30 1 Ir r 1 r 3hJDVd OIA13 d Ili- r 121/113 4 1 f �.� and 9/6- L6777/987 �z. —Rco1281148—'��2411 , iB NJ W r 7a. rth - ®N 31 V I -- Ln 8 0 w cu G, CL U CZ CZ o � Q a -r x ctwD� X cu X A w x W E rr� c 0 V W c A _0 w Jdm tm 0 =a cg Oa ;a At A 'o m 0o a; s o :- s W y a a c" qr N LO 2 3AY o F4 SG CL Q c a� • 4) U Q z 0 0 m ti. m IL A � nn alp lip � rn o rN NS r 1Md 619°0/730 L 44666/340 68001OVd Na 1 126/116-"e�tf �/ ir 111 31NRnd 916 679199 56/9 o4n coo 515/786 134/154-N o�� 2421164 ,nr cvl`"n N 3AY o F4 SG CL Q c a� • 4) U Q z 0 0 m ti. m IL A 7.3 PROJECT OPENING YEAR WITH PROJECT INTERSECTION LEVEL OF SERVICE ANALYSIS Project opening year with project conditions AM and PM peak hour intersection analysis is shown in Table 7. HCM analysis sheets are provided in Appendix D. Table 7 Intersection Analysis — Project Opening Year With Project Conditions Merced Ave/Puente Ave Signal 0.739 0,814 C D 0.740 0.814 C D Pacific Ave/Big Dalton Ave Signal 0.463 0.566 A A 0.464 0.568 A A Pacific Ave/Puente Ave Signal 0.622 0.659 B B 0.630 0-663 B B Root St/Puente Ave AWSC 16.6 11.9 C B 16.7 12.0 C B Pacific Ave/Bromley Ave Signal 0.340 0.400 A A 0.342 0.402 A A Pacific Ave/Project Drwy TWSC Not Applicable 22.1 28.2 D D Note: AWSC = All -Way Stop -Control, TWSC = One -or -Two -Way Stop -Control, Delay shown in seconds per vehicle 1= Per the 2010 Highway Capacity Manual, overall average delay and LOS are shown for signalized and all -way stop -controlled intersections. For intersections with one -or -two-way stop -control, the delay and LOS for the worst individual movement is shown. As shown in Table 7, the intersections are projected to continue to operate at an acceptable LOS (LOS D or better) during the AM and PM peak hours for project opening year with project conditions. Based on the thresholds of significance previously discussed in section 2.4, the addition of project generated trips does not result in a significant impact at any of the study intersections for project opening year with project conditions. 8.0_ Forecast Year 2030 Without Project Conditions Assessment of Forecast Year 2030 Without Project conditions with and without the proposed project will determine if the City of Baldwin Park Circulation Element is adequate to accommodate future traffic at the target LOS or if additional mitigation is necessary. 8.1 ROADWAY IMPROVEMENTS The existing lane configurations and traffic controls assumed to be in place for existing conditions and previously shown in Exhibit2. TJW Engineering, Inc. LDC1500114827-14839 Pacific TIA 03252016 12 1 page 8.2 FORECAST YEAR 2030 WITHOUT PROJECT TRAFFIC VOLUMES Forecast Year 2030 without project traffic volumes were derived by applying an annual growth rate of 0.82 percent per year, for fifteen years to existing (2015) traffic volumes consistent with Exhibit D-1 (General Traffic Volume Growth Factors) in Appendix D of the Los Angeles County Congestion Management Program (Los Angeles County Metropolitan Transit Authority, 2010), Exhibit 10 shows Forecast Year 2030 without project AM and PM peak hour volumes at the study intersections. 8.3 FORECAST YEAR 2030 WITHOUT PROJECT INTERSECTION LEVEL OF SERVICE ANALYSIS Project opening year with project conditions AM and PM peak hour intersection analysis is shown in Table 8. HCM analysis sheets are provided in Appendix D. Table 8 Intersection Analysis — Forecast Year 2030 Without Project Conditions Merced Ave/Puente Ave Signal 0.808 — D 0.891— D Pacific Ave/Big Dalton Ave Signal 0.502 — A 4.617 — B Pacific Ave/Puente Ave Signal 0.682 — B 0.720 — C Root St/Puente Ave AWSC 22.0 — C 13.3 — B Pacific Ave/Bromley Ave Signal 0.366—A 0.433—A Note: AWSC = All -Way Stop -Control, Delay shown in seconds per vehicle As shown in Table 8, the study intersections are projected to operate at an acceptable LOS (LOS D or better) during the AM and PM peak hours for Forecast year 2030 without project conditions. 9.0 Forecast Year 2030 With Project Conditions Assessment of forecast year 2030 conditions with and without the proposed project will determine if the City of Baldwin Park Circulation Element is adequate to accommodate future traffic at the target LOS or if additional mitigation is necessary. 9.1 ROADWAY IMPROVEMENTS The existing lane configurations and traffic controls assumed to be in place for existing conditions and previously shown in Exhibit 2, with the exception of project driveways and other facilities assumed to be constructed by the proposed project to provide site access. TJW Enoneering, Inc. LDC15W114827-14839 Pacific TIA 03252016 131 page N O O w 3AV �W W E C 0, L Lm 3 O O = M � O � N d L a }a �a oa LL o © a„ .0 o x w� m N O 0 z ce) ca N� moo 114 7591806 Nm,: W ' 60147 +- 5141590 COV 44133 [ 64,111 134/125--' 6 ,/ BIN3� 1084 — E6604�4 1107^ai39l164 f867� N wm 2671176-\ ,� `oFW M rM U NtV N O O w 3AV �W W E C 0, L Lm 3 O O = M � O � N d L a }a �a oa LL o © a„ .0 o x w� m N O 0 z 9.2 FORECAST YEAR 2030 WITH PROJECT TRAFFIC VOLUMES Forecast year 2030 with project volumes include forecast year 2030 without project traffic volumes plus the addition of the traffic projected to be generated by the proposed project, plus the addition of net traffic projected to be generated by the adjacent parcels if they are rezoned from their current land uses/zoning designations to R3. 9.2.1 Adjacent Parcel Information and Potential increase in Trip Generation Currently there is an existing Church and three single family dwelling units adjacent to the proposed project site. The City of Baldwin Park has requested that the potential traffic -related impacts of rezoning these properties to R3 from their current zoning be assessed in this analysis. Table 9 summarizes the current land use/zoning for the adjacent parcels and the potential future (113) zoning for the parcels, and compares the number of dwelling units that could be constructed under current zoning to the number that could be constructed based on the potential future zoning. Table 9 Adjacent Parcel Information Church 1.69 aces MU -2 30 51 R3 20 34 Single Family 8,400 MU -2 15 3 R3 20 4 Dwelling Unit square feet Single Family 8,404 MU -2 15 3 R3 20 4 Dwelling Unit square feet Single Family 7,000 MU -2 15 2 R3 20 3 Dwelling Unit square feet Tota 1 59 Total 4S Note: " = Parcels less than 15,ow square feet in an mu -t zone may only [Juno di a [Jensny w — -- As shown in Table 9, rezoning of the church parcel would represent a downzoning in terms of potential residential intensity, as well as a decrease in flexibility for the parcel as commercial uses would no longer be permitted. Rezoning the single family parcels to R3 would increase the development potential of those sites. Overall, the number of dwelling units that could be constructed on the adjacent parcels would decrease if they were all rezoned from MU2 to R3.. To present a conservative analysis of the proposed project's long-term impacts, forecast year 2030 with project volumes include the addition of project generated trips as previously shown in Table 4, as well as the addition of trips projected to be generated by an additional 59 dwelling units (44 AM peak hours trips and 59 PM peak hour trips). TJW Engineering, Inc. LDC15001.14827-14839 Pac'if'ic TIA 03252016 141 page Exhibit 11 shows General Plan buildout with project AM and PM peak hour volumes at the study intersections. 9.3 FORECAST YEAR 2030 WITH PROJECT INTERSECTION LEVEL OF SERVICE ANALYSIS Forecast year 2030 with project conditions AM and PM peak hour intersection analysis is shown in Table 10. HCM analysis sheets are provided in Appendix D. Table 10 Intersection Analysis — Forecast Year 2030 With Project Conditions Merced Ave/Puente Ave Signal 0.808 0.891 D D 0.809 0.892 D D Pacific Ave/Big Dalton Ave Signal 0.502 0.617 A B 0.503 0.621 A B Pacific Ave/Puente Ave Signal 0.682 0.720 B C 0.697 0.734 B C Root St/Puente Ave AWSC 22.0 13.3 C B 22.4 13.6 1 C B Pacific Ave/Bromley Ave I Signal 0.365 1 0.433 1 A I A 0.370 0.436 A A Pacific Ave/Project Drwy TWSC Not Applicable 30.4 31.0 D D NOW: .vwal.=All-Way imp-U.ontr01, IVlz�6=vne-or-i wo-way::kioptonvol, ueiay snown in seconas per vehtcle E = Per the 2010 Highway Capacity Manual, overall average delay and LOS are shown for signalized and all -way stop -controlled intersections. For intersections with one -or -two-way stop -control, the delay and LOS for the worst individua[ movement is shown. As shown in Table 10, the study intersections are projected to continue to operate at an acceptable LOS (IAS D or better) during the AM and PM peak hours for forecast year 2030 with project conditions. Based on the thresholds of significance for previously discussed in section 2.4, the addition of project generated trips does not result in a significant impact at any of the study intersections for forecast year 2030 with conditions. TJW Engineering, Inc. LDC15001 14827-14839 Pacific TIA 03252016 15 1 page 3A N F 6 0 W I 0 }' a CL ku a 'o CL a c ■ cu ■ J • X W 4) E 0 .1.1■II V 4)/� p L 4) .Ir �.r r.. 0 L M d 0 N = L Ad cc w 4)a N! 2 Ra �a0 U. U ■ . wa 0 W I t a 00 3 a� a z I N O KM7 ,4pN VS� rO�aE.�iavd +7711814 91607 5°9 M] y 44 1/-644 � i � � r a�avd 146/,33 �tr 1/1�t! �. 9nd 1017 R 1t L1107--► 11©7 Nor ��,� 578/877— 1601178 �60N Nom, 270!186 ~ Ngo CL 3A N F 6 0 W I 0 }' a CL ku a 'o CL a c ■ cu ■ J • X W 4) E 0 .1.1■II V 4)/� p L 4) .Ir �.r r.. 0 L M d 0 N = L Ad cc w 4)a N! 2 Ra �a0 U. U ■ . wa 0 W I t a 00 3 a� a z I 10.0 Los Angeles Congestion Management Program Anal sis According to the CMP (Los Angeles County Metropolitan Transportation Authority, July 2010), those proposed projects, which meet the following criteria, shall be evaluated: All CMP arterial monitoring intersections, including monitored freeway on or off -ramp intersections, where the proposed project will add 50 or more trips during either the AM or PM weekday peak hours (of adjacent street traffic). Mainline freeway monitoring locations where the project will add 150 or more trips, in either direction, during either the AM or PM weekday peak hours. No CMP monitored intersections are forecast to receive 50 or more project -generated trips during either the AM peak hour or the PM peak hour as shown in Exhibit 6. Since the project is forecast to generate approximately 35 net new AM peak hour trips and approximately 47 net new PM peak hour trips, no CMP mainline freeway monitoring location is forecast to receive 150 or more project - generated trips during either the AM peak hour or the PM peak hour. Therefore, the proposed project is forecast to have no significant CMP traffic impacts. CMP Transit Impacts The following transit services are available in the vicinity of the proposed project site: Foothill Transit fixed bud line 178 which travels along Pacific Avenue adjacent to the project site. Foothill Transit fixed bus line 274 which travels along Pacific Avenue adjacent to the project site. . The Baldwin Park Transit Pumpkin and Teal shuttles, which run along Puente Avenue southeast of the project site. Additionally, the Baldwin Park Metrolink station, which provides peak period service to Downtown Los Angeles, is approximately % Imile from the proposed project site. Detailed transit information is contained in Appendix B. The proposed project is forecast to generate approximately 447 net new daily trips, which include approximately 35 net new AM peak hour trips and approximately 47 net new PM peak hour trips. In accordance with CMP guidelines, person trips can be estimated using a 1.4 factor to convert total vehicle trips to person trips, which results in a total of approximately 133 AM peak hour person trips, approximately 120 PM peak hour person trips, and approximately 1,596 daily person trips generated by the project. Based on CMP guidelines for determining trips assigned to transit, the following factor applicable to the proposed project it utilized: • 3.5 percent of Total Person Trips Generated. Table 31 shows the calculation of project -generated transit trips, utilizing CMP guidelines. TJW Engineering, Inc. LDC1500114927-14839 Pacific TIA 01252016 161 page Table 11 14827-14839 Pacific Avenue Proiect — Transit Trip Generation As shown in Table 11, based on the CMP guidelines, and the proximity of the various project land uses in relation to available transit in the project vicinity, the proposed project is forecast to generate approximately 2 AM peak hour transit trips, approximately 3 PM peak hour transit trips, and approximately 22 daily transit trips. Since the proposed project transit trips can be accommodated by existing transit service in the project vicinity, no significant CMP transit impacts are forecast to occur. 11.0 Parkin As shown in the project site plan (Exhibit 4), the residential portion of the site will have 94 garage parking spaces (two spaces per unit) and 17 open visitor parking spaces. Per the City of Baldwin Park Zoning Code section 153.150.40 (Number of Parking Spaces Required), Single-family dwelling units are required to have 2 garage spaces/dwelling unit, plus 1 additional garage or surface space when dwelling units contains 5 or more bedrooms. Since the proposed project dwelling units consists of 3-4 bedroom units, 2 garage spaces would be required per unit. For the 47 units planned, 94 garage spaces would be required; therefore the 94 garage spaces provided meet City Code requirements. For single family dwelling units, there is no established requirement for guest parking, however the City does require 1 guest space for every 3 dwelling units for other types of residential construction. The 17 visitor parking spaces provided by the proposed project exceed the City code requirements of 16 guest parking spaces (47 units/3 = 16). Therefore, the proposed project meets or exceeds City requirements for both assigned and guest parking. TJW Engineering, Inc. LDC3500114827-14939 Pacific TIA 03252016 271 page 447 Proposed Project Vehicle 35 47 Trip Generation Person Trips Conversion 1.4 1.4 1.4 Factor Proposed Project Person Trips 49 66 526 Transit Trip Conversion Factor 3.5% 3.5% 3.5% Proposed Project Transit Trip 2 3 22 Generation As shown in Table 11, based on the CMP guidelines, and the proximity of the various project land uses in relation to available transit in the project vicinity, the proposed project is forecast to generate approximately 2 AM peak hour transit trips, approximately 3 PM peak hour transit trips, and approximately 22 daily transit trips. Since the proposed project transit trips can be accommodated by existing transit service in the project vicinity, no significant CMP transit impacts are forecast to occur. 11.0 Parkin As shown in the project site plan (Exhibit 4), the residential portion of the site will have 94 garage parking spaces (two spaces per unit) and 17 open visitor parking spaces. Per the City of Baldwin Park Zoning Code section 153.150.40 (Number of Parking Spaces Required), Single-family dwelling units are required to have 2 garage spaces/dwelling unit, plus 1 additional garage or surface space when dwelling units contains 5 or more bedrooms. Since the proposed project dwelling units consists of 3-4 bedroom units, 2 garage spaces would be required per unit. For the 47 units planned, 94 garage spaces would be required; therefore the 94 garage spaces provided meet City Code requirements. For single family dwelling units, there is no established requirement for guest parking, however the City does require 1 guest space for every 3 dwelling units for other types of residential construction. The 17 visitor parking spaces provided by the proposed project exceed the City code requirements of 16 guest parking spaces (47 units/3 = 16). Therefore, the proposed project meets or exceeds City requirements for both assigned and guest parking. TJW Engineering, Inc. LDC3500114827-14939 Pacific TIA 03252016 271 page Appendices APPENDIX A CITY OF BALDWIN PARK GENERAL PLAN ROADWAY CLASSIFICATIONS City ofta PueFFO cay Boundary North 2n r• Sphere of influence 0 i 000, 2001 lA � Arterial Cnlleotarllndustrlaf Figure C— I i1 5po°'ai Study Area BALDW I N Master Plan of Arterial • - X and Collector Roadways Baldwin Park 2020 General Plan G-5 Greulaticn Element Arterial Streetr 100' rigtrf-of-wcrY Planting Scrip Sidewalk Median aruwrr 10' 40' 40' 10' Travel Lane Travel Lane 700' right -o{ -way Collector 1 Industrial: SO`rlght-af-way Pianiing Strip Sidewalk Sidewalk l0' 32' 32' 10' Travel lane Travel Lane a0' right-of-way ResfdenfrTal: 60' rlghf-of-troy Planing Scrip M AI BALDWIN K Baldwin Paris 2020 General Plan 70' 18' Travel Lane Travel Lane 56' right-of-way Note: Right-of-way widths represent maximums. City reserves the right to develop narrower streets consistent with land use goals for pedestrian districts and within residential subdivisions. 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IN �r (D 1+MQi�O C7 T f�aN-•rr C4 C4 m eh tr �w in X01- m 414= is E r r r + rti !� t W W fo C J _j 64 CL M © m MMC)MN N. a9 C910 cq m M mm MCld r -mod rvrv,-��r.��.v,r+-;-.roaa C `p UJ r- 00 m 0) O p r r LV N e- r N N M C* w v.47 10 r� go= O r - r r C9 cc . V 45 M = C C) 9 m r AA � wa @� �d•u7lnco(nr__r-mmmaotiW)9D40� N N N L(7 N 117 N 1A N In N 1A N N N 117 .N 10 N 01 r` Rt 'i* qfJ 14? 117 1020 u (O I+R7 p33,'A pi OOr+-NNr'r (V [V OSA' QMMI�a04f0 b � a 'v ? "sF in CE r r V t.01+n']MO� O 6TrNNw-rNN 011+1 �� w oO 10, O � � C7 47 m � G p p C) (D p OOOO C Ci© GC7 O C0OO OOOmM pCgOC)10m4=In 4n 40CA2 Qp OO O 0O 1N)01)V* 1M O �.�.. rA CD f��'A P76]07 OO r.-NNr rN NM M@�'1L)i0�ap.#71O r r r r r �• _ LIJ Q? W �F + 1�ispern bod6h Community Services ©apartment (800) 425-5777 www.westcovina.org/transit GENERAL INFORMATION FARE Regular $ i .00 per boarding .Children under 5. FREE {w/ fare paying adult} HOURS OF OPERATION Monday -'Friday &30 a.m` - 7.00 -p.m. Saturday & Sunday No .Service- HOLIDAYS No hay servicio + New Year's Day 0 Presidents Day Memorial Day • lndependence Day • : Labor Day 0 Thanksgiving Day Christmas Eve and the following :day Christmas Day iia. de Novidod wFoRMAON. GENERAL FUAS Regular $1,60 perboarding Minns` menores de GRA un adulta:que p_agoj BQS SgRVIC10 tines IJ�emes 6'30 a.m. a 7 Oa Pp 5lrrbrida°y Domingo No hay servicio Ano Nva, Dia de gracias de las Presidentes Nochebueno aDja de l�ecorcfaioria Cuatra de;Juiio Dfa �lef:Tab64p. iia. de Novidod '0 WEST SYSTEM MAP SHUTTLE I Plan Glendora l Lark Ellen l Rat irlo /Orange Sunset/ Plaza Badillo l Sunset 1 Cameron I West Covina Cameron Cameron Lark Ellen (HettlagePark We,tCovina Francisquito Padfir West Covina Sean {depart) Complex] Pkwy Sears (Arrive) Plaza I LarkEllenl A:usa Workmanl 8rid4etx4ek Senior LarkElwol Lakes! WastCovk` Workman Puente Azusa Canter Cameron Lakes &19 PM 63s PM &31 PM 6!41 PM 6:47 PM 6 a7 PM SCHEDULE INSTRUCTIONS This GO WEST System Map and Schedule consists of timetables and a map with color coded timepoints. Please note that all stops are not listed on the timetables. Use the timepoint located at or Before your destination to estimate your shuttle's arrival lime. If you need help planning your next trip, Customer Service Representatives are standing by to assist you of (800) 425-5777. !Racy', (A" 739 AM 7.33 AM 7:36AM 7:A9AM 801 AM 8*7 AM all AM 8x14 AM 9a1 AM 4:25 AM 938AM 9:41 AM 9:53 AM 9:59 AM vp loll 11111115 11:03 AM 18:06 AM 11:13AM _...... 11:17AM _ llaOAM 11:33A111 11745 AM 11:51AM 11:53AM 11MAM 1705 PM 1:09 PM 1:12 PM 1=:25 PM 1:37 PM 7.43 PM 1^.47 PM 10OPM 2:577 PM{ IM PM M PM 3[7 PM 339 PM 31MPM 3:39 PM 3742 PM 4,49 PM 4:53 PM 456 PM 539 PM 331 PM) stv PM 5:91 PM 5:34 PM Plan Glendora l Lark Ellen l Rat irlo /Orange Sunset/ Plaza Badillo l Sunset 1 Cameron I West Covina Cameron Cameron Lark Ellen (HettlagePark We,tCovina Francisquito Padfir West Covina Sean {depart) Complex] Pkwy Sears (Arrive) 701 AM 7:14AM 7:23AM 7:29 AM 735 AM 7:41 AM 7M AM 7:57AM $47 AM IN, NINE 9.17 AM 4:1:4 AM 9:33 AM 9:99 AM 4:45 ANI "1 AM 101 AM 10.:07 AM 117 AM 11727AM 11!34AM 11:43AM 11*9AM 1155AM 12:01 PM 12:11 PM 12:17PM 12.27PM Wills. 1:37 PM 1:44 PM 1:53 PM 1;59 PM 2:0.5 PM 211 PM 3:21 PM 237 PM 7.37 PM 7747 PM 3:54 PM 4:03 PM k 4*9 PM 4:15 PM 4:21 PM 431 PAA 4:37 PM 4:47 PM 567 PM 6:04 PM 5:13 PM &19 PM 63s PM &31 PM 6!41 PM 6:47 PM 6 a7 PM SCHEDULE INSTRUCTIONS This GO WEST System Map and Schedule consists of timetables and a map with color coded timepoints. Please note that all stops are not listed on the timetables. Use the timepoint located at or Before your destination to estimate your shuttle's arrival lime. If you need help planning your next trip, Customer Service Representatives are standing by to assist you of (800) 425-5777. INSTRUCCIONES DE HORARIO Este GO WEST Maps dei sistema y pragra �r consto de los horarios y un maps colt los punted de tioApo de cola' codificado. Por favor, tengo en cuenta que todas las patadas no cotizan en los horarios. Utiiice el punto tie tietnpo ubicado:. ` en o antes del destino para estimdr la hors de liegado de su traslado. Si usted necesito oyudo para planar su prUrri : viale, los re, resentantes del Servicio al Cliente eston listos pare oyudarle en (SOO) 425-5777. GO WEST H � S 1TT Seltiousi Stubdow0AI Arnar i Target Shopping Fairgrove titus Valley Azusa Cameron Cg"ter Center 730AM 739 AM 739AM 7.44AM 7018 AM 7:52,AM 7:35 AM "NEW 11113MIll .830AM 845 AM &"AM S;44AM 3A8AM SM AM 2:53 AM 900AM 905 AM 9339 AM SWAM 9M AM 942 AM 51:55 AM 10SOAM 16:35 AM W.SRAM 10o-44 AM 10.48 AM 1052 AM- 1055 AM 11;30AM 11:35AM 1109AM 11:44ALM i1:48AM 11:52AM 1116SAM HER MEMO 1230 PM 1235 PM 12:" PM 12:44 PM 12018 PM '12.42 PM 12:55 PM 1:30 PM 1:35 PM 1:39 PM 1:44 PM 1:48 PM 1:52 PM I:sS PM 220 PIN 2:35 PM 2:39 PM 2:44 PM 2:48 PM 2:52 PM 2:55 PM 3:30 PM 335 PM 3:39_ PM 3z44 PM 3:48 PM 3:52 PM 365 PM ]a or -"t Alm iz M 409PM 4:30 PM 4:35 PM 4;44 PM 4x18 PM *52 PM 4:55 PM 6-00 PM 6-.05 PM 6:09 Pm. 6:14 PM 6.18PM 6:22 PM 6:25 PM GO WEST DIAL -A -RIDE GO WEST DIAL -A -RIDE Go West offers curb -to -curb Did -A -Ride service to GO West oftece Dial -A -Ride de acera a aceta seniors 155+ years) and to ADA -certified patrons. para personas m.ayores (55 + OliQs de egad} y DIPIA-Ride is a reservation -based, shared -ride ;para Jos clientes cerfificados pot ADA. service that travels to/frorn any location within city MaI.Mide es un servicio de viole CoMparfido ji : mits and up to 3 miles outside city limits for bas.ado reservq-que viaia a / desde cuolquier medical appointments. To learn more about kicqci6n dentrp 8e 10 ciuclad y hasty 3 minas .GQ West Dial -A -Ride call (800) 425-5777, fupra de los If -mites de [a ciudad para las citas .mlwicq4. Para. opfender m.6s sabre GO West -Dicil-A-Ride Ramada (800) 425-5777. Senior Litres! Cameron I Lark Ellen I Amari Shadow Oak 1 La Puente I Sentous t Center Cameron Femwaud I;ranaisquito Arms Nogales sentotis valley • and objects inside vehicle edad avanzada y / o con discapacidadl • Remain seated until vehicle comes to a complete • Mantengalas manosy los objetos en el interior del stop vehiculo • Report vandalism in progress to d river or 911 .. detenido por completo . DON'TS • Informe vandalismo en curso para condudr o 011 • No Smoking • No`0ffeiis-WeIanguage 7:00 AM 7:02 AM 7M AM 7:12 AM 7:16 AM 7.22 AM 7:27 AM 7:30 AM • No hay cor 6da o bebidas Note:PaseengersunnriArrngraabidebyrhese0dddir�e nwbe6armd Nomarcado/mutilarelvehlcu)Q fnornusinQi CiryYtransporha#ioaserwees. *to : Losiiasajeros no estdn dispoeausa cumpiirson emzppcauutas enserhnpedidos de usarlos de SM AM 8:02 AM 8:06 AM 8:12 AM X16 AM B:22 AM 8:27 AM 830 AM 9:00 AM 9.02 AM 99:06 AM 9.12 AM 4:16 AM 9:22 AM 9 Z7 AM 9.34 AM 10:00 AM 102 AM 106 AM 70:12 AM 10:16 AM 1&..22 AM 18•.27 AIM, 10:30 AM 11700 AM 11;02 AM 11,06 AM 11,12 AIV! 11:16 AM 11:22 AM 11:27 AM 11:30 AM 12:00_ PM 12:02 PM 12:06 PM 12.'12 PM i2:1 ¢ PM 12:22 PM 12:27 PM 12.30 PM 1:00 PM 1:02 PM 1:06 PM 1:12 PM 1:16 PM 1:22 PM 1:27 PM 1:30 PM 2:00 PM 2:02 PM 206 PM 2:12 PM 2:16 PM 2:22 PM 2:27 PM wo PM +.a 3:00 PM 3;02 PM 3:06 PM 3:12 PM 3:16 PM 3:22 PM 3:27 PM 3:30 PM 4:0 PM 4:02 PNI 406 PM 41210M 416 PM 4:22 PM W7 PM 400 PM PASSENGER GUIDELINES DIRECTR>ICES 06 PASAJERGS So that all passengers enjoy their ride;) sIER ( ue todos los pasajeros d.isfruten de sti viajel PO HA = Pay your fare (exact change only) • Pague su pasaje (cambia exacto solarnento) • Be respectful to your driver and fellow passengers • Ser respetuoso con el conductor y los derries • Reserve front seats for elderly and/or disabled pasaieros passengers Keep hands . Asientos delanteros Reserva para pass eros de • and objects inside vehicle edad avanzada y / o con discapacidadl • Remain seated until vehicle comes to a complete • Mantengalas manosy los objetos en el interior del stop vehiculo • Report vandalism in progress to d river or 911 • Permanezca sentado pasta que el velikulo se haya detenido por completo . DON'TS • Informe vandalismo en curso para condudr o 011 • No Smoking • No`0ffeiis-WeIanguage - No Littering • No Music or Excessive Noise NO • No Food or Drinks • No Marking/Defacmg the No futhat INO lenggaje o(ensi o Vehicle No tirar basura No mOsicao ruido exces"nro • No hay cor 6da o bebidas Note:PaseengersunnriArrngraabidebyrhese0dddir�e nwbe6armd Nomarcado/mutilarelvehlcu)Q fnornusinQi CiryYtransporha#ioaserwees. *to : Losiiasajeros no estdn dispoeausa cumpiirson emzppcauutas enserhnpedidos de usarlos de sere ck-s tran;panedelockdad W TAN 4 S '-;14 REP.MLIFTG1•.' 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Direccion de traaito APPENDIX C EXISTING TRAFFIC COUNTS INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 pacific@aimtd.com DATE: Wed, Mar 18, 15 LOCATION: NORTH & SOUTH: EAST & WEST: Baldwin Park Puente Merced PROJECT #: LOCATION #: CONTROL: SCO!Yb1 5 SIGNAL NOTES: IF1 E► NORTHBOUNDB Puente U Puente Merced IMei[ed D LANES: NL 1 NT 2 NR 0 SL 1 ST 2 SR 0 EL 1 1 ET 2 ER 1 =WLWIT WR 1 TOTAL 7:00 AM 39 68 1 53 48 136 18 22 26 80 52 45 6 j9j 7:15 AM 27 85 67 46 141 17 27 38 77 49 54 7 635 7:30 AM 67 105 75 41 125 27 29 49 98 61 56 7 740 7:45 AM 83 116 83 ' 40 124 29 25 28 60 70 70 7 735 8:00 AM 56 89 64 35 116 42 40 37 75 52 50 1 3 659 8:15 AM 48 105 62 35 101 36 37 43 77 65 66 8 683 8:30 AM 50 94 48 47 111 33 44 39 84 77 42 8 677 a 8:45 AM VOLUMES APPROACH % 41 411 25% 82 1 744 45% 38 490 30% 40 332 22% 113 967 63% 40 242 16% 37 261 22% 43 303 26% 67 618 52% 50 476 49% 48 1 431 45% 9 55 6% 608 5,332 APP DEPART 1,645 J 1,061 1,542 1 2,061. 1,182 / 1,126 963 / 1,084 0 BEGIN PEAK HR VOLUMES APPROACH % PEAK HR FACTOR 254 27% 7:30 AM 415 44% 0.845 284 30% 151 20% 466 62% 0.973 134 180A 131 220i6 157 26% 0.849 310 52% 248 48% 242 47% 0.878 25 5% 2,818 0.952 1APPIDEPART 953 571 751 1 1024 598 593 1 516 630 0 4:00 PM 61 122 1 43 23 85 37 46 67 92 1 90 70 1 1 4 4:15 PM 71 173 48 29 80 39 43 61 87 91 71 11 804 4:30 PM 78 148 63 24 81 26 50 57 72 71 77 17 764 4:45 PM 72 166 55 25 85 43 58 69 96 83 79 17 848 5:00 PM 75 144 45 21 98 37 42 67 77 80 70 13 769 5:15 PM 104 214 60 21 79 44 56 58 89 90 68 6 889 5:30 PM 68 182 51 29 84 1 44 45 76 89 89 78 12 852 IL 5:45 PM VOLUMES APPROACH % 72 601 26°/a 180 1,329 57% 51 416 18% 19 191 16% 92 1 689 58% 33 303 26% 59 399 25% 83 538 33% 79 681 42% 78 672 49% 86 599 440/0 9 96 7% 841 6,517 APP/DEPART 2 346 / 1,827 1,186 / 2,042 1,618 / 1,145 1,367 / 1,503 0 BEGIN PEAK HR VOLUMES APPROACH % PEAK HR FACTOR 319 26% 4:45 PM 706 57% 0.817 211 17% 96 16% 351 57% 0.951 168 27°/a 201 24% 270 33% 0.922 351 43% 342 50% 295 43% 0.957 48 7% 3,359 0.945 APP DEPART 1,236 956 616 10441 822 577 1 685 782 0 INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 pacific@aimtd.com DATE: LOCATION: Baldwin Park PROJECT #: SCO562 Wed, Mar 18, 15 NORTH & SOUTH: Puente LOCATION #; 4 EAST & WEST: Root CONTROL: STOP ALL NOTES: -4W N S E► NORTHBOUND Puente SOUTHBOUND Puffft EASTBOUND Root WESTBOUND hoot LANES: NL 1 NT 2 NR X SL X 1 ST 1 SR 1 EL 0 ET X ER 0 WL X WT X WR X TOTAL 7:00 AM 26 27 0 0 129 2 1 0 39 0 0 0 224 7:15 AM 18 49 0 0 126 2 1 0 34 0 0 0 230 7:30 AM 21 69 0 0 112 2 0 0 42 0 0 0 246 7:45 AM 34 55 0 0 96 2 0 0 31 0 0 0 218 8:00 AM 24 51 0 0 90 7 1 0 36 0 0 0 209 8:15 AM 45 62 0 0 119 4 2 0 47 0 0 0 279 8:30 AM 75 94 0 0 100 10 3 0 88 0 0 0 370 8:45 AM 36 53 0 0 103 6 3 0 65 0 0 0 266 a VOLUMES APPROACH % 279 38% 460 62% 0 0% 0 0°% 875 96% 35 4% 11 3% 0 0% 382 97% 0 0% 0 0% 0 0% 2,042 APP/DEPART 739 / 471 910 / 1,257 393 / 0 0 / 314 0 BEGIN PEAK HR VOLUMES APPROACH % PEAK HR FACTOR 180 41% 8:00 AM 260 59% 0.651 0 0% 0 0% 412 94% 0.892 27 6% 9 4% 0 0% 0.673 236 96% 0 0% 0 0% 0.000 0 0% 1,124 0.759 APP PART 440 269 439 648 245 0 0 207 0 4:00 PM 54 1 99 0 0 60 6 4:15 PM 47 124 0 0 70 1 1 0 30 0 0 0 273 4:30 PM 54 146 0 0 63 2 5 0 48 0 0 0 318 4:45 PM 57 133 0 0 55 5 2 0 53 0 0 0 305 5:00 PM 37 109 0 0 70 3 0 0 34 0 0 0 253 5:15 PM 59 146 0 0 74 5 3 0 33 0 0 0 320 5:30 PM 55 151 0 0 83 8 1 0 36 0 0 0 334 g 5:45 PM 45 1 137 0 0 63 1 0 3 0 39 0 0 0 287 Q. VOLUMES APPROACH % 408 28% 1,045 72% 0 0% 0 0% 538 95% 30 5% 17 5% 0 0% 319 95% 0 0% 0 0% 0 0% 2,357 APPJDEPART 1,453 / 1,062 568 / 857 336 f 0 0 / 438 0 BEGIN PEAK HR VOLUMES APPROACH % PEAK HR FACTOR 208 28% 4:45 PM 539 72% 0.907 0 0% 0 0% 282 93% 0.832 21 7% 6 4% 0 0% 0.736 156 96% 0 0% 0 0% 0.000 0 0% 1,212 0.907 APP DEPART 747 545 303 438 162 0 0 229 0 INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. bel: 714 253 7888 padfie@aimtd.com DATE: LOCATION: Baldwin Park PR03ECT #: 500562 Wed, Mar 18, 15 NORTH & SOUTH: Bromley LOCATION #: 3 EAST & WEST: Pacific CONTROL: SIGNAL NOTES:A N 4W E► S • NORTHBOUNDB Br=N-Y I &=Lsy Pacific Pacific NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 I 0 1 0 1 2 0 1 2 0 AM 1 0 10 5 0 2 0 148 0 2 92 a 260 7:15 AM 0 0 3 6 0 2 0 154 0 0 127 0 292 7:30 AM 0 1 2 6 0 1 0 193 0 2 128 0 333 7:45 AM 0 0 3 3 0 0 0 169 0 0 140 0 315 8:00 AM 0 0 3 2 0 D 0 128 0 4 120 0 257 8:15 AM 1 0 2 2 0 0 0 150 0 1 110 1 267 8:30 AM 0 0 2 7 0 0 1 160 1 2 97 0 270 8:45 AM 0 0 3 1 0 0 0 162 0 0 94 0 260 a VOLUMES 2 1 28 32 0 5 1 1,264 1 11 908 i 2,259 APPROACH % 6% 3% 90% 86% 0% 14% 0% 100% 0% 1% 98% 0% APP/DEPART 31 J 3 37 / 12 1,267 / 1,328 924 / 916 0 BEGIN PEAK HR 7:00 AM VOLUMES 1 1 18 20 0 5 0 664 0 4 487 0 1,202 APPROACH % 5% 5% 90% 80% 0% 20% 0% 100% 0% 1% 99% 0% PEAK HR FACTOR 0.455 0.781 0.860 0.880 0.897 APF DEPART 20 1 25 4 664 1 704 493 493 0 4:00 PM 0 193 1 3 127 1 4:15 PM 0 2 3 0 0 1 0 1 167 0 2 143 4 322 4:30 PM 0 0 2 1 1 0 0 226 1 3 144 1 379 4:45 PM 0 1 2 4 0 0 3 246 0 2 148 0 406 5:00 PM 0 0 3 5 1 0 0 222 0 4 163 0 398 5:15 PM 0 2 0 1 0 0 0 198 0 1 163 2 367 5:30 PM 0 0 3 3 0 0 2 212 0 1 167 2 390 x 5:45 PM 1 1 4 3 0 1 0 214 1 2 2 137 1 366 a VOLUMES 1 6 21 20 2 1 6 1,678 4 18 1,192 11 2,961 APPROACH % 4% 21% 75% 87% 9% 4% 0% 99% 0% 1% 98% 1% APP/DEPART 28 J 23 23 / 24 1,688 / 1,720 1,222 1,194 0 BEGIN PEAK HR 4:45 PM VOLUMES 0 3 8 13 1 0 5 878 0 8 641 4 1,561 APPROACH % 0% 27% 73% 93% 7% 0% 1% 99% 0% 1% 98% 1% PEAK HR FACTOR 0.917 0.583 0.887 0.960 0.961 APP EPART 11 12 1 14 9 883 899 653 641 0 INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 78M paCific@aimtd.com DATE: Wed, Mar 18, 15 LOCATION: NORTH & SOUTH: EAST 8r. WEST: Baldwin Park Puente Pacific PROJECT #: LOCATION #: CONTROL: SC0562 2 SIGNAL NOTES: -4W i► N S 7 E► NORTHBOUND Puente UTEASTBOUND Puente Pacific Pacific LANES: NL 1 NT 2 NR 0 SLST 1 2 SR 0 EL 1 ET 2 ER 0 WL 1 WT 2 WR D TOTAL 7:00 AM 20 42 is 14 159 20 4 1 11919 9 98 5 524 7:15 AM 35 50 14 16 148 15 8 125 19 14 118 7 569 7:30 AM 38 80 18 15 132 13 13 188 40 13 137 4 691 7:45 AM 43 72 8 13 127 18 12 128 25 18 135 17 616 8:00 AM 27 55 5 27 128 18 18 117 1 44 10 139 14 602 8:15 AM 40 69 14 24 120 24 22 116 26 18 94 10 577 8:30 AM 28 103 11 22 143 49 67 137 28 11 87 12 698 g 8:45 AM 37 71 11 26 129 46 19 133 23 13 96 8 612 Q VOLUMES APPROACH % 268 30% 542 60% 96 11% 157 11% 1,086 75% 203 14% 163 11% 1,063 73°/a 224 15% 106 10% 904 83% 77 7% 4,889 APP/DEPART 906 / 782 1446 / 1,416 1,450 J 1,316 1,087 J 1,375 0 BEGIN PEAK HR VOLUMES APPROACH % PEAK HR FACTOR 138 29% 7:45 AM 299 63% 0.836 38 8% 86 12% 518 73% 0.833 109 15% 119 16% 498 67% 0.797 123 17% 57 10% 455 81% 0.831 53 9% 2,493 0.893 APP DEPART 475 471 713 698 740 622 565 702 0 4:00 PM 31 119 is 17 79 7 26 177 35 10 122 17 4:15 PM 43 130 11 9 75 15 31 163 34 16 119 18 664 4:30 PM 37 156 16 18 82 22 25 189 34 9 129 17 734 4:45 PM 43 148 25 18 76 15 32 200 37 8 118 12 732 5:00 PM 48 107 19 18 98 16 28 209 41 16 149 19 768 5:15 PM 38 145 13 11 75 10 26 169 33 9 126 12 667 5:30 PM 56 102 12 19 79 16 24 140 35 9 118 11 621 g 5:45 PM 54 124 23 17 73 30 37 205 1 51 9 129 14 766 a VOLUMES APPROACH % 350 23% 1,031 68% 137 9% 127 14% 637 71% 131 15% 229 12% 1,452 73% 300 15% 86 7% 1,010 83% 120 10% —571-0 APP/DEPART 1518 1,380 895 / 1,023 1981 / 1,716 1,216 J 1491 0 BEGIN PEAK HR VOLUMES APPROACH % PEAK HR FACTOR 166 21% 4:30 PM 556 70% 0.920 73 9% 65 14% 331 72% 0.869 63 14% 111 11% 767 75% 0.920 145 14% 42 7% 522 84% 0.848 60 10% 2,901 0.944,, APP DEPART 795 727 459 1 518 1 1,023 1 905 1 624 751 0 INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. bel: 714 253 7888 pacific@aimbd.com DATE: LOCATION: Baldwin Park PROJECT P: SCusbz Wed, Mar 18, 15 NORTH & SOUTH: Big Dalton LOCATION #: 1 EAST & WEST: Padfiic/Driveway CONTROL: SIGNAL NOTES: A N 11 4W E► 1 S • NORTHBOUNDNQ D Wig DaPow Hwy Pao'WDatmmy Padfi�iva aq NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 0 1 0 1 2 0 1 2 0 7:00 AM 13 0 12 1 0 1 0 1 129 6 8 17-9 0 299 7:15 AM 19 0 9 0 0 1 1 143 4 8 162 0 347 7:30 AM 34 0 14 3 0 0 0 205 4 8 172 0 440 7:45 AM 42 0 16 0 0 1 0 137 16 12 179 0 403 8:00 AM 25 0 14 0 0 0 1 165 23 8 174 1 411 8:15 AM 13 0 8 1 3 0 0 1157 14 11 147 0 354 8:30 AM 32 0 27 0 1 0 0 206 12 10 151 0 439 8:45 AM 20 0 18 0 0 0 0 160 1 15 16 159 0 388 VOLUMES 198 0 118 4 5 2 3 1,302 94 81 1,273 1 3, 1 APPROACH % 63% 0% 37% 36% 45% 18% 0% 93% 7% 6% 94% 0% APP/DEPART 316 1 4 11 180 1,399 f 1,424 1,355 f 1,473 0 BEGIN PEAK HR 7:30 AM VOLUMES 114 0 52 4 3 1 1 664 57 39 672 1 1,608 APPROACH % 69% 0% 31% 50% 38% 13% 0% 92% 8% 5% 94% 0% PEAK HR FACTOR 0.716 0.500 0.864 0.932 0.914 APP PART 166 2 8 99 722 720 712 787 0 M 15 1 12 0 0 1o 228 1 74 5 151 0 437 4:15 PM 14 0 24 0 0 0 1 210 23 8 170 1 451 4:30 PM 20 0 20 0 0 0 0 242 19 6 178 0 485 4:45 PM 27 0 16 0 0 0 0 258 18 12 166 0 497 5:00 PM 21 0 20 1 0 0 0 1 257 30 1 4 205 0 538 5:15 PM 31 0 16 0 0 1 0 211 28 7 164 0 458 5:30 PM 23 0 18 0 0 0 1=1 7 19 21 164 1 424 5:45 PM 22 1 20 0 1 0 0 0 272 25 10 198 1 549 VOLUMES 173 2 146 0 0 2 3 1,855 ISb 73 1,396 3 3,839 APPROACH % 54% 1% 45% 0% 0% 100% 0°% 91% 9% 5% 95% 0% APP DEPART 321 / 8 2 J 259 2,044 / 2,001 1,472 / 1,571 0 BEGIN PEAK HR 4:30 PM VOLUMES 99 0 72 0 0 1 1 968 95 29 713 0 1,978 APPROACH % 58% 0% 42% 0% 00/0 100% 0% 91°% 90A 4% 96% 0% PEAK HR FACTOR 0.910 0.250 0.924 0.888 0.919 APP DEPART 171 1 1 1 124 1,064 1,G40 742 813 0 APPENDIX D ICU & HCM ANALYSIS SHEETS EXISTING CONDITIONS EXAM Tue Apr 21, 2015 11:01:58 Page 3-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Existing Conditions AM Peak Hour ------------------------------------------------------_-----------------------_- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection 41 Merced-Garvey/Puente Cycle (sec): 100 Critical Vol./Cap.(X): 0.726 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 53 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------II---------------II-----------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes- 2 0 1 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------ I --------------- 11 --------------- II--------------- II ---------------I Volume Module: Base Vol: 248 242 25 131 157 310 254 415 284 151 466 134 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.OD Initial Bse: 248 242 25 131 157 310 254 415 284 151 466 134 User 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 PHF 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 PHF Volume: 248 242 25 131 157 310 254 415 284 151 466 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 248 242 25 131 157 310 254 415 284 151 466 134 PCE 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 MLF Adj: 1.D0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 248 242 25 131 157 310 254 415 284 151 466 134 ------------ I--------------- fl--------------- II--------------- II ---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 1.00 1.OD 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 2.OD 1.00 1.00 1.19 0.81 1.00 1.55 0.45 Final Sat.: 2886 1600 1600 1600 3200 1600 1600 1900 1300 1600 2485 715 ------------ I----------------II---------------II---------------II---------------I Capacity Analysis Module: Val/Sat: 0.09 0.15 0.02 0.06 0.05 0.19 0.16 0.22 0.22 0.09 0.19 0.19 Crit Moves' **** *** **** Traffix 8.0.0715 (c) 2008 bowling Assoc. Licensed to TOM Engineering EXAM Tue Apr 21, 2015 11:01:58 Page 4-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Existing Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU I(Lass as Cycle Length %) Method (Base Volume Alternative) Intersection #2 Pacific/Big Dalton Cycle (sec): 100 Critical Vol./Cap.(X): 0.456 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 31 Level Of Service: A *******kWWWW#*##************************yrWWW#*##*************WWW###************W Approach: North Bound South Bound East Bound west Bound Movement: L - T - R L - T - R L - T - R L - T - R --_-_------- I ---------------II--------------- II --------------- II ---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 11 0 0 0 0 1! 0 0 ------------I---------------II---------------IE---------------11---------------I Volume Module: Base Vol: 39 672 1 1 664 57 114 0 52 4 3 1 Growth 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 Initial Bse: 39 672 1 1 664 57 114 0 52 4 3 1 User 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 PHF 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 PHF Volume: 39 672 1 1 664 57 114 0 52 4 3 1 Reduct Vol: 0 0 0 0 0 0 0 0 ❑ 0 0 0 Reduced Vol: 39 672 1 1 664 57 114 0 52 4 3 1 PCE 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 MLF 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 FinalVolume: 39 672 1 1 664 57 114 0 52 4 3 1 ------------I---------------II---------------II---------------11---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.D0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.84 0.16 0.69 0.00 0.31 0.50 0.38 0.12 Final Sat.: 1600 3195 5 1600 2947 253 1099 0 501 800 600 200 ------------ I --------------- II--------------- ll--------------- II ---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.21 0.21 0.00 0.23 0.23 0.07 0.00 0.10 0.00 0.01 0.01 Crit Moves: **** *W#* *W*# #*** **********#*******WWWWWWW###*****W**W#**********W######************WWW##******** Tra€fix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering EXAM Tue Apr 21, 2015 11:01:58 Page 5-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Existing Conditions AM Peak Hour ---_---------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #3 Pacific/Puente ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.615 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 41 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I ---------------I€--------------- II --------------- II ----------------I Control: Prot+Permit Prot+Permit Protected Protected Rights: Include Include Include Include Min. Green: D 0 0 0 0 0 D 0 0 0 D 0 Y+F:: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------ I --------------- 11 --------------- I€--------------- €€---------------1 Volume Module: Base Vol: 57 455 53 119 498 123 138 299 38 86 518 109 Growth Adj: 1.D0 1.00 1.00 1.00 1.00 1.00 1.o0 l.00 1.00 1.00 1.00 1.00 Initial Bse: 57 455 53 119 498 123 138 299 38 06 518 109 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.OD 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 57 455 53 119 498 123 138 299 38 86 518 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 57 455 53 119 498 123 138 299 38 86 518 109 PCE 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 MLF 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 FinalVolume: 57 455 53 119 498 123 138 299 38 86 518 109 ------------I---------------11----------------€1----------------II---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 16DO 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 l.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.79 0.21 1.00 1.60 0.40 1.00 1.77 0.23 1.00 1.65 0.35 Final Sat.: 1600 2866 334 1600 2566 634 1600 2839 361 1600 2644 556 ------------ I --------------- 11 --------------- II --------------- 11_--------------I Capacity Analysis Module: Vol/Sat: 0.04 0.16 0.16 0.07 0.19 0.19 0.09 0.11 0.11 0.05 0.20 0.20 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2009 Dowling Assoc. Licensed to TJW Engineering HCM 2010 AWSC EXAM 3: Puente & Root 4/2712015 Intersection Delay, slveh 16 r�clroq 1_� � ; . 14827-14839 Pacific Avenue TIA 4121/2015 Existing Conditions AM Peak Hour Synchro 9 Light Report Page 1 0 412: 27 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1:00 1eavyVletr :. 2 Mvmt Flow 0 9 236 0 180 260 0 412 27 aitier cif trs D 1 fl fi:.' 1 :' 2 Opposing Approach SW NE ConflMng Approach Left SW SB bDft flrag f� t 2 Conflicting Approach Right NE S8 �ffic M LOA fight HCM Contrail Delay 13.1 10.4 23.2 t '.. JB Vol Left, % 10.0% 0% 0% 4% D% 0% Vol Right, % 0% 0% 0% 96% 0% 1 DD% bra tr�1 Traffic Vol by Lane 180 13D 130 245 412 27 Through Vol D 13D 930 0 412 D Lane Flow Rate 180 130 130 245 412 27 Degree of Uhl (?) 0.323 0.215 D 151 D 413 0.726 0.042 i�epare 3ea►ay. 1x59 s 4-189, fi if71 348.:. a63 Convergence, Y1N Yes Yes Yes Yes Yes Yes . 2 Service Time 4.207 3.699 1.937 3.825 4.101 3.39 C le i o '0,324 GIN � 1'53 , V4415 �: ­ HCM Control Delay 12.3 103 7.7 931 24 2 8 6 HCM 95th file Q 1.4 0.8 0.5 2 6 0.1 14827-14839 Pacific Avenue TIA 4121/2015 Existing Conditions AM Peak Hour Synchro 9 Light Report Page 1 EXAM Tue Apr 21, 2015 11:01:58 Page 7-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Existing Conditions AM Peak Hour ---------------------------------------------------------------------------------- Level Of Service Computation Report ICU l(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #5 Pacific/Bromley Cycle (sec): 100 Critical Vol./Cap.(X): 0.335 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 26 Level of Service: A Appzoach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -------------I---------------II---------------11---------------II-----------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 0 1! 0 0 ------------ I --------------- II--------------- il--------------- II ---------------I volume Module: Base vol: 4 487 0 0 664 0 1 1 18 20 0 5 Growth 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 Initial Bse: 4 487 0 0 664 0 1 1 18 20 0 5 User 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 PHF 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 PHF volume: 4 487 0 0 664 0 1 1 18 20 0 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 487 0 0 664 0 1 1 18 20 0 5 PCE 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 MLF Adj: 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: . 4 487 0 0 664 0 1 1 .18 20 0 5 ------------ I--------------- II --------------- II--------------- 11---------------► Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 1.00 2.00 0.00 0.05 0.05 0.90 0.80 0.00 0.20 Final Sat.: 1600 3200 0 1600 3200 0 80 80 1440 1280 0 320 ------------I---------------II---------------II---------------11---------------I Capacity Analysis Module: Vol/Sat; 0.00 0.15 0.00 0.00 0.21 0.00 0.00 0.01 0.01 0.01 0.00 0.02 Crit Moves: **** **** W*** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering EXPM Tue Apr 21, 2015 11:02:10 Page 3-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Existing Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as cycle Length %) Method (Base Volume Alternative) *WWW***}}}***}**}**}}****WW#}****}}********}**WW##}*}}}}#****}*WW#***}#******WWW Intersection #1 Merced-Garvey/Puente WWW###*}*************WWWW###*}*******##**}W}ak#W####******}**WW##*#*********WW##* Cycle (sec): 100 Critical vol./Cap.(X): 0.800 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 67 Level Of Service: C }}*WW*###*#**}*#W********}WWW####**}*}}***}*}**WWW####**}****}*WWW###**#***}}*WW Approach: North Bound South Bound East Bound West Bound Movement: L - T -- R L - T -- R L - T - R L - T - R ------------I---------------II---------------I1---------------ll---------------I control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 D 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 342 295 4B 201 270 351 319 706 211 96 351 168 Growth 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 Initial Bse: 342 295 48 201 270 351 319 706 211 96 351 168 User 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 PHF 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 PHF Volume: 342 295 48 201 270 351 319 706 211 96 351 168 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 342 295 48 201 270 351 319 706 211 96 351 168 PCE 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 MLF 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 FinalVolume: 342 295 48 201 270 351 319 706 211 96 351 168 ------------ (---------------ll -------- =------ il--------------- 1l ---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 2.00 1.00 1.00 1.54 0.46 1.00 1.35 0.65 Final Sat.: 2880 1600 1600 1600 3200 1600 1600 2464 736 1600 2164 1036 ------------ I----------------Il---------------II----------------II- ---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.18. 0.03 0.13 0.08 0.22 0.2D 0.29 0.29 0.06 0.16 0.16 Crit Moves Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TAW Engineering EXPM Tue Apr 21, 2015 11:02:10 Page 4-1 14827--14839 Pacific Avenue Project Traffic Impact Analysis Existing Conditions PM Peak Hour --------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #2 Pacific/Big Dalton Cycle (sec). 100 Critical Val./Cap.(X): 0.557 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 37 Level Of Service: A Approach: North Bound South Bound East Bound west Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I ---------------1l--------------- II ---------------- II ---------------! Control: Protected Protected Permitted Permitted Rights: Include Include include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 0 0 0 1 ------------ I --------------- ll--------------- 11--------------- 11---------------! Volume Module: Base Vol: 29 713 0 1 968 95 99 0 72 0 0 1 Growth 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 Initial Bse: 29 713 0 1 968 95 99 0 72 0 0 1 User 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 PHF 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 PHF Volume: 29 713 0 1 968 95 99 0 72 0 0 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vol: 29 713 0 1 968 95 99 0 72 0 0 1 PCE 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 MLF 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 FinalVolume: 29 713 0 1 968 95 99 0 72 0 0 1 -------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 1.00 1.82 D.18 0.58 0.00 0.42 0.00 0.00 1.00 Final Sat.: 1600 3200 0 1600 2914 286 926 0 674 0 0 1600 ------------I---------------II---------------11---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.22 0.00 0.00 0.33 0.33 0.06 0.00 0.11 0.00 0.00 0.00 Crit Moves **** **#* *** **** Traffix 9.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering EXPM Tue Apr 21, 2015 11:02:10 Page 5-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Existing Conditions PM Peak Hour -----------------------------------------------__----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #3 Pacific/Puente Cycle (sec): 100 Critical Vol./Cap.(X): 0.648 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 44 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------1S---------------I Control: Prot+Permit Prot+Permit Protected Protected Rights: include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------I---------------II---------------II---------------II----------------1 Volume Module: Base Vol: 42 522 60 111 767 145 166 556 73 65 331 63 Growth 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 initial Bse: 42 522 60 111 767 145 166 556 73 65 331 63 User 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 PHF 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 PHF Volume: 42 522 60 111 767 145 166 556 73 65 331 63 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 42 522 60 111 767 145 166 556 73 65 331 63 PCE 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 MLF 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 FinalVolume: 42 522 60 111 767 145 166 556 73 65 331 63 ------------ I--------------- II--------------- II--------------- 11---------------f Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.79 0.21 1.00 1.68 0.32 1.00 1.77 0.23 1.00 1.68 0.32 Final Sat.: 1600 2870 330 1600 2691 509 1600 2829 371 1600 2688 512 ------------ I --------------- II--------------- II--------------- 11---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.18 0.18 0.07 0.29 0.2E 0.10 0.20 0.20 0.04 0.12 0.12 Crit Moves Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering HCM 2010 AWSC EXPM 3: Puente & Root 4/2712015 Intersection Delay, slveh 11.6 Intersechoh:LOS 6 Vol ve*. 0 8 1,6.: tl 21)8 X39 : 282 21 Peak Hour Factor 1.D0 1.00 1.00 1.00 1.00 1.04 1.00 1.00 1.00 _ 2 2 2 ' ,2 :; 2 2 - `'2: Mvmt Flow 0 6 156 0 208 539 0 282 21 Humber of Lanes 9pPcein9 Approach SW NE OPPositag Conflicting Approach LeftSw SB flitting l..anes Lest, .. ,.. .. 2 ConflicUng Approach Right NF SB onflicatirig Anes Rte; HCM Control Delay 11.1 1D.3 15 Vol Left, % 100% 0% 0% 4% 0% 0% Vol Tbrai, % 0% -900% :700% Vol Right, % 0% 0% 0% 96% 0% 100% Traffic Vol by Lane 208 270 270 162 282 21 LT Vof Through Vol 0 .:...270 270 0 282 :_- 0... RT W.0 �::: 0 :. 21.- . Lane Flow Rate 208 270 270 162 282 21 Degree of LMI 0.339 0.401 0.27 0.275 0.504 0,033 t3eparluae Headway x.84 Convergence, YIN Yes Yes Yes Yes Yes Y es Cap.: .. t�bfl . 970 .. : affil . , _ Service Time 3.684 3 .1 79 1.427 3.828 4 A 4 8 3.44 HCM Lie VIC Ra#o 0.344 11:4119 .0.27-B M ... 111133 . HCM Control Delay 11.7 11.8 7.8 11.1 15.5 8.6 t 1ne 1$ 13 Ai B A: HCM 95th file 0 1.5 1.9 1.1 1.1 2.8 0.1 14827-14839 Pacific Avenue TIA 4/21/2015 Ebsbng Conditions PM Peak Hour Synchro 9 Light Report Page 1 EXPM Tue Apr 21, 2015 11:02:10 Page 7-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Existing Conditions PM Peak Hour --------------------------------------------------------------------------------- Level Of service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #5 Pacific/Bromley Cycle (sec): 100 Critical Vol./Cap.(X): 0.394 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 28 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement; L - T - R L - T - R L - T - R L - T - R ------------I-----------------II---------------11---------------II---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 0 1 0 0 1 0 0 0 ------------ I --------------- II--------------- II------------- --11----------------I Volume Module: Base Vol: 8 641 4 5 878 0 0 3 8 13 1 0 Growth 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 Initial Bse: 8 641 4 5 876 0 0 3 8 13 1 0 User 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 PHF 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 PHF Volume: 8 641 4 5 878 0 0 3 8 13 1 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 8 641 4 5 878 0 0 3 8 13 1 0 PCE 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 MLF 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 Finalvolume: 8 641 4 5 B78 0 0 3 8 13 1 0 -------_----I--------------- II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 2.00 0.00 0.00 0.27 0.73 0.93 0.07 0.00 Final Sat.: 1600 3180 20 1600 3200 0 0 436 1164 1486 114 0 ------------I---------------11---------------II---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.20 0.20 0.00 0.27 0.00 0.00 0.01 0.01 0.01 0.01 0.00 Crit Moves: Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering EXISTING PWS PROJECT CONDITIONS EXAMWP Wed Apr 22, 2015 20:23:05 Page 3-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Existing Plus Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Futuze Volume Alteznative) Intersection #1 Merced-Garvey/Puente ******WWW####****************WWW#####****************W###*********W###*#***#**** Cycle (sec): 100 Critical Vol./Cap.(X): 0.727 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 54 Level Of Service: C ##*************WW*WWWW#####**********#****WW##W#*******#****####********WWW*###* Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I ---------------II--------------- II----------------II---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 --__-------- I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 248 242 25 131 157 310 254 415 284 151 466 134 Growth 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 Initial Bse: 248 242 25 131 157 310 254 415 284 151 466 134 Added Vol: 0 0 2 0 0 0 0 1 0 7 3 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 248 242 27 131 157 310 254 416 284 158 469 134 User 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 PHF 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 PHF Volume: 248 242 27 131 157 310 254 416 284 158 469 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 248 242 27 131 157 310 254 416 284 158 469 134 PCE 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 MLF 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 FinalVolume: 248 242 27 131 157 310 254 416 284 158 469 134 ------------ I--------------- II--------------- II--------------- 11---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 2.00 1.00 1.00 1.19 0.81 1.00 1.56 0.44 Final Sat.: 2880 1600 1600 1600 3200 1600 1600 1902 1298 1600 2489 711 -------------I---------------11---------------II---------------11---------------i Capacity Analysis Module: Vol/Sat: 0.09 0.15 0.02 0.08 0.05 0.19 0.16 0.22 0.22 0.10 0.19 0.19 Crit Moves: **** **** **** #*** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering EXAMWP Wed Apr 22, 2015 20:23:05 Page 4-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Existing Plus Project Conditions AM Peak Hour - ------------- Level Of Service Computation Report ICU l(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #2 Pacific/Big Dalton Cycle (sec): 100 Critical Vol./Cap.(X): 0.457 Loss Time {sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 31 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------1---------------I)---------------ll---------------II---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 0 1! 0 0 ------------I----------------11---------------fl---------------II---------------1 Volume Module: Base Vol: 39 672 1 1 664 57 114 0 52 4 3 1 Growth 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 Initial Bse: 39 672 1 1 664 57 114 0 52 4 3 1 Added Vol: 0 5 0 0 2 0 0 0 0 0 D 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 39 677 1 1 666 57 114 0 52 4 3 1 User 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 PHF 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 PHF Volume: 39 677 1 1 666 57 114 0 52 4 3 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 39 677 1 1 666 57 114 0 52 4 3 1 PCE 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 MLF Adz: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 39 677 1 1 666 57 114 0 52 4 3 1 ------------ I --------------- 11 --------------- 11 --------------- 11----------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.84 0.16 0.69 O.DO 0.31 0.50 0.38 0.12 Final Sat.: 1600 3195 5 1600 2948 252 1099 0 501 800 600 200 ------------)---------------11---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.21 0.21 0.00 0.23 0.23 0.07 0.00 0.10 0.00 0.01 0.01 Crit Moves: Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to T]W Engineering EXAMWP Wed Apr 22, 2015 20:23:05 Page 5--1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Existing Plus Project Conditions AM Peak Hour ---------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #3 Pacific/Puente *****#*************WWW####************#***********##W##****#**********WW###***** Cycle (sec): 100 Critical Vol./Cap.(X): 0.619 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 42 Level Of Service: B **********#***********WWW***#*************#**#*##*W*WW#####****#*#**W**W*##***** Approach: North Bound South Sound East Sound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I---------------II---------------II---------------II---------------I Control: Prot+Permit Prot+Permit Protected Protected Rights: Include Include include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------ I --------------- 11 --------------- II--------------- II ---------------I Volume Module: Base Vol: 57 455 53 119 498 123 138 299 38 86 518 109 Growth 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 Initial Bse: 57 455 53 119 498 123 138 299 38 86 518 109 Added Vol: 0 2 0 5 7 9 3 0 0 0 0 2 PasserByVol: 0 0 0 D 0 0 0 0 0 0 0 0 Initial Fut: 57 457 53 124 505 132 141 299 38 86 518 111 User 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 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.D0 PHF Volume: 57 457 53 124 505 132 141 299 38 86 518 111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 D Reduced Vol: 57 457 53 124 505 132 141 299 38 86 518 111 PCE 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, MLF 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 FinalVolume: 57 457 53 124 505 132 141 299 38 86 518 111 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.79 0.21 1.00 1.59 0.41 1.00 1.77 0.23 1.00 1.65 0.35 Final Sat.: 1600 2867 333 1600 2537 663 1600 2839 361 1600 2635 565 ------------ I --------------- 11 --------------- II--------------- 11---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.16 0.16 0.08 0.20 0.20 0.09 0.11 0.11 0.05 0.20 0.20 Crit Moves: #*** **** **W **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering HCM 2010 AWSC EXAMWP 3: Puente & Root 4/27/2015 Intersection Delay, sNeh 16.1 intersection LOS C Utd, ! ehPii': ::. 0 .. 9 .. 237 ' - {! IN . 261 .:fl. 412 27 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 H" eayy veh�les, % 2: 2 .: 2 2 2: 2 Mvmt Flow 0 9 237 0 184 261 D 412 27 h1 r ber of ares fl 1: {i` : 1 Opposing Approach SW NE Conflicting Approach Left SW SB { icfi .g Unes Left 2. . 1 . 0 Conflicting Approach Right NE SB Canfficting l ares R gh# 3 NCM Control Delay _ 131 10.4 23.5 HCMU)s._.... -- $ is .. $ ,_. .. Vol Leff, % 100% 0% 0% 4% 0% 0% Vol Tbrj, % . 0% -�4ti% :::10�,: 0% 100°x` . 2%. Vol Right, % 0% 0% 0% 96% 0% 10096 Sign t;6ntnol5b . S4 .: 6P :.: &W .: ptoR: Traffic Vol by Lane 184 131 131 246 412 27 Mm 0. 11 - Through Vol 0 131 131 0. 412 0 RTW 4 :' 0 7 027: Lane Flow Rate 184 130 130 246 412 27 Geom* Grp : 7 7 7 7: - ... $ #}.' Degree of Util (X) 0.331 0.216 0.152 0.416 0.729 0.042 D ra-;Headway.{Hct) 5.467 5,959 4197: `U82 6.366 .. 5.655:.. Convergence, YIN Yes Yes Yes Yes Yes Yes Service Time 4.218 3.709 1.947 3.84 4.12 3.409 NW Lane 11C Ratio RMI 0A6, :; t a53 ;; 0.417 41.724 _ ti 043 HCM Control Delay 1-214 10.4 7.7 13.1 24.5 8.7 HCM 95th -tile Q 1.4 0.8 0.5 2 6.1 0.1 14827-14839 Pacific Avenue TIA 412112015 E)dsting Plus Project Conditions AM Peak Hour Synchro 9 Light Report Page 1 EXAMWP Wed Apr 22, 2015 20:23:05 Page 7-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Existing Plus Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) *WW*WW*WW****************arWWWW**********************WWWW*******aFW*************** Intersection #5 Pacific/Bromley Cycle (sec): 100 Critical Vol./Cap.(x): 0.337 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 26 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I---------------II----------------II_-------------- II ---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 0 1! 0 0 -------------I---------------II---------------11---------------Il---------------1 Volume Module: Base Vol: 4 487 0 0 664 0 1 1 18 20 0 5 Growth 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 Initial Bse: 4 487 0 0 664 0 1 1 18 20 0 5 Added Vol: 0 2 0 0 7 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 4 489 0 0 671 0 1 1 18 20 0 5 User 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 PHF 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 PHF Volume: 4 489 0 0 671 0 1 1 18 20 0 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 489 0 0 671 0 1 1 18 20 0 5 PCE 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 MLF 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 FinalVolume: 4 489 0 0 671 0 1 1 18 20 0 5 -------------I---------------11---------------11---------------II---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 1.00 2.00 0.00 0.05 0.05 0.90 0.80 0.00 0.20 Final Sat.: 1600 3200 0 1600 3200 0 80 80 1440 12.80 0 320 -------------I---------------II---------------I1---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.15 0.00 0.00 0.21 0.00 0.00 0.01 0.01 0.01 0.00 0.02 Chit Moves: Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering HCM 2010 TWSC EXAMWP 7: Pacific & Project Access 4/27/2015 Int Delay, stveh 0.4 1/, i.Ih1h2 720 712 7 Conflicting Peds #1hr 0 0 0 0 0 0 Sign a #.rm, . Fm. Free flree .. Stop RT Channelized - None - None - None Si�ara Length ' _ tiI - Veh in Median Storage, # - D .0 - 0 Peak Hour Factor 100 100 100 100 100 100 Heavy VAides, % 2, 2 2 2'': 2 .2 Mvmt Flow 2 720 712 7 21 5 CoYtflicbngl=ipvs(Slf . 719 _ 0 :.` 7080 360 Stage i - _.. . 364 Critical Hdwy 4.14- - 6.84 6.94 Critical Hdwy Stg 1 Critical Hd S 2 - - 5.84 - Foflov�up Hdwy 2:22 - - '3.52 3.32 Pot Cap -1 Maneuver 878 - - - 213 637 §tage.2_......._ - ' ......... _ ..... '.. _ . 673. - _......... Mov Cap -1 Maneuver 878 - - - 212 637 Mov QP4i euver .: _ -_ _ 212 Stage 1 - - - - 445 Stage 2- 6M HCM Control Delay, s 0 0 21.6 h#ll.LoS Capacity (vehlh) 878 - 243 Hm 1�e Vic R96 , , D HCM Control Delay (s) - - 9.1 0 21.6 HCM 95th °stile Q(veh) - 0 - 0.4 � YY.IYIYIIPLI 14827-14839 Pacific Avenue TIA 412112015 Existing Plus Project Conditions AM Peak Hour Synchro 9 Light Report Page 2 EXPMWP Wed Apr 22, 2015 20:23:20 Page 3-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Existing Plus Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection 41 Merced-Garvey/Puente Cycle (sec): 100 Critical Vol./Cap-(x): 0.800 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 67 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------- I --------------- II--------------- II --------------- II ---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------ I --------------- II--------------- II--------------- II -------------__- I Volume Module: Base Vol: 342 295 48 201 270 351 319 706 211 96 351 168 Growth 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 Initial Bse: 342 295 48 201 270 351 319 706 211 96 351 168 Added Vol: 0 0 8 0 0 0 0 3 0 4 2 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 342 295 56 201 270 351 319 709 211 100 353 168 User 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 PHF 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 PHF Volume: 342 295 56 201 270 351 319 709 211 100 353 168 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 342 295 56 201 270 351 319 709 211 100 353 168 PCE 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 MLF 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 FinalValume: 342 295 56 201 270 351 319 709 211 100 353 168 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 2.00 1.00 1.00 1.54 0.46 1.00 1.36 0.64 Final Sat.: 2880 1600 1600 1600 3200 1600 1600 2466 734 1600 2168 1032 ------------I----------------II---------------11---------------II----------------1 Capacity Analysis Module: Vol/Sat: 0.12 0.18 0.04 0.13 0.08 0.22 0.20 0.29 0.29 0-06 0.16 0.16 Crit Moves' Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering EXPMWP Wed Apr 22, 2015 20:23:20 Page 4-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Existing Plus Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1{La8s as Cycle Length %) Method (Future Volume Alternative) Intersection #2 Pacific/Big Dalton Cycle (sec): 100 Critical Vol./Cap.(X): 0.559 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 37 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T -- R L - T - R L - T - R ------------(---------------- II---------------)I---------------II---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.D 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 0 0 0 1 ------------ I--------------- --------------- II--------------- II --_-___--__----i Volume Module: Base Vol: 29 713 0 1 968 95 99 0 72 0 0 1 Growth 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 Initial Bse: 29 713 0 1 968 95 99 0 72 0 0 1 Added Vol: 0 3 0 0 6 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 29 716 0 1 974 95 99 0 72 0 0 1 User 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 PHF 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 PHF Volume: 29 716 0 1 974 95 99 0 72 0 0 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 29 716 0 1 974 95 99 0 72 0 0 1 PCE 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 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.OD 1.00 1.00 1.0D 1.00 1.00 1.00 Finalvolume: 29 716 0 1 974 95 99 0 72 0 0 1 ------------ I--------------- 11--------------- II--------------- II ---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 1.00 1.82 0.18 0.58 0.00 0.42 0.00 0.00 1.00 Final Sat.: 1600 3200 0 1600 2916 284 926 0 674 0 0 1600 ------------ {--------------- II--------------- 11 --------------- 11---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.22 0.00 0.00 0.33 0.33 0.06 0.00 0.11 0.00 0.00 0.00 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering EXPMWP Wed Apr 22, 2015 20:23:20 Page 5-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Existing Plus Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #3 Pacific/Puente Cycle (sec): 100 Critical Vol./Cap.(X): 0.652 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 45 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I ---------------II--------------- II ---------------- II ---------------I Control: Prot+permit Prot+Permit Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 X+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ---_-------- I---------------II---------------II---------------II----------------I Volume Module: Base Vol: 42 522 60 111 767 145 166 556 73 65 331 63 Growth 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 Initial Bse: 42 522 60 111 767 145 166 556 73 65 331 63 Added Vol: 0 8 0 3 4 6 11 0 0 0 0 6 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 42 530 60 114 771 151 177 556 73 65 331 69 User 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 PHF 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 PHF Volume: 42 530 60 11.4 771 151 177 556 73 65 331 69 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 42 530 60 114 771 151 177 556 73 65 331 69 PCE 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 MLF 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 FinalVolume: 42 530 60 134 771 151 177 556 73 65 331 69 ------------1---------------II---------------II---------------II---------------I Saturation Flow Module: sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.80 0.20 1.00 1.67 0.33 1.00 1.77 0.23 1.00 1.66 0.34 Final Sat.: 1600 2815 325 1600 2676 524 1600 2829 371 1600 2648 552 ------------I---------------II----------------II---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.18 0.18 0.07 0.29 0.29 0.11 0.20 0.20 0.04 0.13 0.13 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering HCM 2010 AWSC EXPMWP I Puente & Root 4127015 111111.11 -I 'Intersection Delay, s/veh 11,8 lnt.eisedon LO5 B Vd, weldh :. t9 6 ' 161' .. 0 - 211:'' 0 ; 284:..:21' Peak Hour Factor 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 Heavy VeWes, % :.. 2.::: 2 2 2. '. :2.' 2 2 1 Mvmt Flow 0 6 161 0 211 540 0 284 21 unt 4 d,Lanes 0 1 fi 0 2: '.. 0 7 Opposing Approach SW NE OPPD§M9� 2 Conflicting Approach Left SW SB Coriflng Lines Lett Conflicting Approach Right NE SB Cng Lanes Righi: 3 - . ... HCM Control Delay 113 10:5 15.3 11CM UM 8 - 8 Vol Left, % 100% 0% 0% 4% 0% 0% VA ThrU, % 1100x vo9i Vol Right, % 0% 0% 0% 96% 0% 100% S'ignGontrol Shap" ;fop SboA : ° stop _.Mop . .�MoF _. Traffic Vol by Lane 211 270 270 167 284 21 f_,..VI 50 :.. 0. Through Vol 0 270 270 0..... 284 0 RT Vcd 0 .0 0:.: 161: f?" _. Lane Flow Rate 211 270 270 : 167 284 21 11.: Degree of US {X} 0.351 0.411 0.28 0.284 0.51 0'.034 iepariurelleadway:(Hdl) &W 5.482..: ` 3.73 6A& : 6. 5-758:. . Convergence, YIN Yes Yes Yes Yes Yes Yes ..... - �Ii1. " ;, 659 " 964 5f96 "-: 557,.::.. Fi d. Service Time 3.711 3.206 1.453 3.868 4.202 3.494 HCMUiaetilC Ratio X359 X41x#.28 fli .2B5: 0,51 »[fiN..; ` HCM Control Dela Y 11.9 12 7.9 11.3 15.8... 8.7 . .:.. "CM imine LOS _ 1 _..._ B A' $ C::" .:... . " " A _ HCM 95th -tile Q 1.6 2 1.2 1.2 . 2.9 0.1 14827-14839 Pacific Avenue TIA 4/2112015 Existing Plus Project Conditions PM Peak Hour Synchro 9 Light Report Page 1 EXPMWP Wed Apr 22, 2015 20:23:20 Page 7-1 14827-14639 Pacific Avenue Project Traffic Impact Analysis Existing Plus Project Conditions PM Peak Hour ------ Level Of Service Computation Report ICA 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #5 Pacific/Bromley Cycle (sec): 100 Critical Vol./Cap.(X): 0.396 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 28 Level Of Service: A ****#***ww##**#************ww#w*#********#******ww#****#*#****ww#****##****ww##* Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------- I ---------------II-----__-------- II---------------li---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 0 1 0 0 1 0 0 0 ------------ I --------------- Il--------------- II--------------- II --_----_-------I Volume Module: Base Vol: 8 641 4 5 678 0 0 3 B 13 1 0 Growth 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 Initial Hse: 8 641 4 5 878 0 0 3 8 13 1 0 Added Vol: 0 8 0 0 4 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 8 649 4 5 882 0 0 3 8 13 1 0 User 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 PHF 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 PHF Volume: 8 649 4 5 982 0 0 3 8 13 1 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 8 649 4 5 8B2 0 0 3 8 13 1 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 MLF 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 FinalVolume: B 649 4 5 882 0 0 3 8 13 1 0 ------------I---------------II---------------II---------------ll---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 2.00 0.00 0.00 0.27 0.73 0.93 0.07 0.00 Final Sat.: 1600 3180 20 1600 3200 0 0 436 1164 1486 114 0 ------------I---------------11---------------II---------------Il---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.20 0.20 0.00 0.28 0.00 0.00 0.01 0.01 0.01 0.01 0.00 Crit Moves: **** **** **** #}** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering HCM 2010 TWSC EXPMWP 7: Pacific & Project Access 4/27/2015 irimm�:n Int Delay, slveh 0.4 Vol, VeWh 6 .:1140 732: 24 :14: '.: _. . Conflicting Peds, #Ihr 0 0 0 0 0 - 0 sigh f:6t6lFree Fie Free `Free.... RT Channelized - None - None - None ge Par Veh in Median Storage, # - 0 0 - 0 - Peak Hour Factor 100 100 100 100 100 300 2 2 :. 2 .: 2. ..:. 2 Mvmt Row 6 1040 732 24 14 3 Conificting Flaw Ail 7b6 _ ..... '. - : 0 27B 378 .: . stage........ "... - 744 _ - _ 9e : _.... 22 Critical Hdwy 4.14 - - - 6.846.94 C Fld�r Stg 1 3;$. '. Critical Hdwy Sig 2- f o p l idrtiy 2.22 _ - 152 '3.32 .. Pot Cap -1 Maneuver 851 _ - - 158 620 43 _ Stage 2..... _ " 553 - _ .. ... .. . Mov Cap -1 Maneuver 851 - - - 155 620 0160 Cap -2 Maneuver. .:r -. .. 155 Stage 1 - _ - - 431. . HCM Control Delay, s 0.2 0 27.2 iCMiLi)S ::. _._ Capacity (yehlh) - - 851 - 179 HCM Control Delay (s) - 9.3 0.1 27.2 Wil! Lane LOS :... A AD .: -. . HCM 95th We Q(veh) - - 0 - 0.3 .. 14827-14839 Pacific Avenue TIA 4/21/2015 Existing Plus Project Conditions PM Peak Hour Synchro 9 Light Report Page 2 PROJECT OPENING YEAR WITHOUT PROJECT CONDITIONS 2017NPAM Sat Apr 25, 2015 20:34:27 Page 3-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Project Opening Year Without Project Conditions AM Peak Hour --------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ***W*###***************WWWW*#**************WWW*************WW*W*W**********WWW** Intersection #1 Merced-Garvey/Puente Cycle (sec): 100 Critical, Vol./Cap.(X): 0.739 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 55 Level Of Service: C W*****************WWW******************WW**************W****************WW****** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T -- R L - T -- R L - T - R ------------ I --------------- II--------------- 11 --------------- II ---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------ I --------------- II -----------_---- H --------------- II ---------------I Volume Module: Base Vol: 24B 242 25 131 157 310 254 415 284 151 466 134 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 253 247 26 134 160 316 259 423 290 154 475 137 User 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 PHF 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 PHF Volume: 253 247 26 134 160 316 259 423 290 154 475 137 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 253 247 26 134 160 316 259 423 290 154 475 137 PCE 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 MLF 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 FinalVolume: 253 247 26 134 160 316 259 423 290 154 475 137 ------------ ►--------------- II--------------- II --------------- 11---------------I Saturation Flow Module: Sat/Lane: 1600 1,600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 2.00 1.00 1.00 1.39 O -BI 1.00 1.55 0.45 Final Sat.: 2880 1600 1600 1600 3200 1600 1600 1900 1300 1600 2485 715 ------------ 1 --------------- il--------------- 11 --------------- 11---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.15 0.02 0.08 0.0.5 0.20 -0.16 0.22 0.22 0.10 0.19 0.19 Crit Moves: **** WW** **** **** ***WWW#*************#W#WWWWWW************#**WW************WWWWW***************WW Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering 2017NPAM Sat Apr 25, 2015 20:34:27 Page 4-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Project Opening Year Without Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #2 Pacific/Big Dalton Cycle (sec): 100 Critical Vol./Cap.(X): 0.463 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 31 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I ---------------I{--------------- II --------------- II ---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R; 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 0 1! 0 0 ------------ I---------------II---------------II---------------II----------------I Volume Module: Base Vol: 39 672 1 1 664 57 114 0 52 4 3 1 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 initial Bse: 40 685 1 1 677 58 116 0 53 4 3 1 User 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 PAF 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 PAF Volume: 40 685 1 1 677 58 116 0 53 4 3 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vol: 40 685 1 1 677 58 116 0 53 4 3 1 PCE Ad5: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF 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 FinalVolume: 40 685 1 1 677 58 116 0 53 4 3 1 ------------I---------------II----------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.84 0.16 0.69 0.00 0.31 0.50 0.38 0.12 Final Sat_: 1600 3195 5 1600 2947 253 1099 0 501 800 600 200 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.21 0.21 0.00 0.23 0.23 0.07 0.00 0.11 0.00 0.01 0.01 Crit Moves: **** ***# **** **** Traffix 8.0.0715 (c) 200B Dowling Assoc. Licensed to TJW Engineering 2017NPAM Sat Apr 25, 2015 20:34:27 Page 5-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Project Opening Year Without. Project Conditions AM Peak Hour ---------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #3 Pacific/Puente Cycle (sec): 100 Critical Vol./Cap.(X): 0.622 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 42 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I ---------------II --------------- II --------------- II ----------------1 Control: Prot+Permit Prot+Permit Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------ I --------------- II --------------- II --------------- II ---------------1 Volume Module: Base Vol: 57 455 53 119 498 123 138 299 38 86 516 109 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial 13se: 58 464 54 121 508 125 141 305 39 88 528 111 User 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 PHF 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 PHF Volume: 58 464 54 121 508 125 141 305 39 88 528 111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 58 464 54 121 508 125 141 305 39 88 528 111 PCE 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 MLF 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 FinalVolume: 58 464 54 121 508 125 141 305 39 88 528 111 ------------ I--------------- II--------------- II--------------- II ---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.79 0.21 1.00 1.60 0.40 1.00 1.77 0.23 1.00 1.65 0.35 Final Sat.: 1600 2866 334 1600 2566 634 1600 2839 361 1600 2644 556 ------------I----------------11---------------II---------------I1---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.16 0.16 0.09 0.20 0.20 0.09 0.11 0.11 0.05 0.20 0.20 Crit Moves: **** **** ******* Traffix 6.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering HCM 2010 AWSC 2017NPAM 3: Puente & Root 4/27/2015 Intersection Delay, slveh 16.6 old, ? 241., 4 1194 „' 265.::. O r 420: 2 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 00 1.00 Veh, �O . l: 2 . 2 2 2 ` 2 Mvmt Flow 0 .. 9 241 0 184 265 0 420 28 ttlerafes tf.; 2 0: 'm. , Opposing Approach MIEN, SW IIIIII NE Conflicting Approach Leff SW SB Conffictling"ach Right NE Sia r HCM Control Delay 13A 10.5 24.6ibt Vol Leff, % 100% 0% 0% 4% 0% 0% 0Q% Ion %.. Iw% % Vol Righk % 0% 0% 0% 96% 0% 100% Traffic Vol by Lane 184 133 133 250 420 28 Through Vol 0 133 133 0 420 0 Lane Fbw Rate 184 132 132 250 420 28 8 Degree of Uhl (X) 0.332 0.221 0.156 0,425 0.746 0.044 . . " 6303 5M 4133 :6.118 ::6395.:.:&W Convergence, YIN Yes Yes Yes Yes Yes Yes Service Time 4.256 3.748 1.984 3.876 4.153 3.441 I V1Q o -: IDM .221: &I 021.71 lS if ii45 .: HCM Control Delay 12.5 10.5 7.8 13.4 25.7 8 7 ., HCM 95th -tile Q 1.4 0.8 0.6 2.1 6.5 0.1 14827-14839 Pacific Avenue TIA 4!2112015 Project Opening Year Without Project AM Peak Hour Synchro 9 Light Report Page 1 2017NPAM Sat Apr 25, 2015 20:34:27 Page 7-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Project Opening Year without Project Conditions AM Peak Hour --------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #5 Pacific/Bromley ***W*******WWW******************WWW********WW****W*4 WWW#********W*****WWW****** Cycle (sec): 100 Critical Vol./Cap.(x): 0.340 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 26 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement; L - T - R L - T - R L - T - R L - T - R ----------_- I ---------------II--------------- II -------- = ------ II ---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 0 1! 0 0 ------------ I --------------- 11 --------------- 11 --------------- II ---------------1 Volume Module: Base Vol: 4 487 0 0 664 0 1 1 18 20 0 5 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 4 497 0 0 677 0 1 1 18 20 0 5 User Adz: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 9 497 0 0 677 0 1 1 18 20 0 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 497 0 0 677 0 1 1 18 20 0 5 PCE 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 MLF 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 FinalVolume: 4 497 0 0 677 0 1 1 18 20 0 5 ------------ I--------------- 11 --------------- 11 --------------- II ---------_•-_---I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3..00 Lanes: 1.00 2.00 0.00 1.00 2.00 0.00 0.05 0.05 0.90 0.79 0.01 0.20 Final Sat.: 1600 3200 0 1600 3200 0 80 80 1440 1280 0 320 ------------I---------------11---------------11---------------11----------------1 Capacity Analysis Module: Vol/Sat: 0.00 0..16 0.00 0.00 0.21 0.00 0.00 0.01 0.01 0.01 0.00 0.02 Crit Moves **** **** **** ***W Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering 2017NPPM Sat Apr 25, 2015 20:35:03 Page 3-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Project Opening Year Without Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU I(boss as Cycle Length %) Method (Base Volume Alternative) Intersection #1 Merced-Garvey/Puente Cycle (sec): 100 Critical Vol./Cap.(X): 0.814 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 70 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- E1--------------- II --------------- II ---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------ I---------------II---------------II---------------II----------------I Volume Module: Base Vol: 342 295 48 201 270 351 319 706 211 96 351 168 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 349 301 49 205 275 358 325 720 215 98 358 171 User 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 PHF 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 PHF Volume: 349 301 49 205 275 358 325 720 215 98 358 171 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 349 301 49 205 275 358 325 720 215 98 358 171 PCE 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 MLF 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 FinalVolume: 349 301 49 205 275 358 325 720 215 98 358 171 ------------I---------------II---------------II---------------11---------------I Saturation Flow Module: Sat/Vane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 2.00 1.00 1.00 1.54 0.46 1.00 1.35 0.65 Final Sat.: 2880 1600 1600 1600 3200 1600 1600 2464 736 1600 2164 1036 ------------ I ---------------II----------------- ii---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.19 0.03 0.13 0.09 0.22 0.20 0.29 0.29 0.06 0.17 0.17 Crit Moves: Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TUW Engineering 2017NPPM Sat Apr 25, 2015 20:35:D3 Page 4-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Project Opening Year Without Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #2 Pacific/Big Dalton ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.566 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 37 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T -- R L - T - R ------------ I ---------------II---------------- II --------------- II ---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 0 0 0 1 ------------- I --------------- II---------------II---------------II---------------I Volume Module: Base Vol: 29 713 0 1 968 95 99 0 72 0 0 1 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 30 727 0 1 987 97 101 0 73 0 0 1 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF volume: 30 727 0 1 987 97 101 0 73 0 0 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 30 727 0 1 987 97 101 0 73 0 0 1 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.DD 1.00 1.00 1.00 MLF 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 Finalvolume: 30 727 0 1 987 97 101 D 73 0 0 1 ------------ I--------------- Il--------------- II--------------- II ---------------I Saturation Flow Module- Sat/Lane: 1600 160D 1600 1600 1600 1600 3.600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 1.00 1.82 0.18 0.58 0.00 0.42 0.00 0.00 1.00 Final Sat.: 1600 3200 0 16DO 2914 286 926 0 674 D 0 1600 ------------ I --------------- II--------------- II --------------- I) ---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.23 0.00 0.00 0.34 0.34 0.06 0.00 0.11 0.00 0.00 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering 2017NPPM Sat Apr 25, 2015 20:35:03 Page 5-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Project Opening Year without Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #3 Pacific/Puente Cycle (sec): 100 Critical Vol./Cap.(X): 0.659 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 45 Level Of Service: a Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I ---------------II--------------- II---------------II----------------I Control: Prot+Permit Prot+Permit Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------ I----------------II---------------II---------------II---------------I Volume Module: Base Vol: 42 522 60 111 767 145 166 556 73 65 331 63 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 43 532 61 113 782 148 169 567 74 66 338 64 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.D0 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 43 532 61 113 782 148 169 567 74 66 338 64 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 532 61 113 782 148 169 567 74 66 338 64 PCE 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 MLF 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 FinalVolume: 43 532 61 113 782 148 169 567 74 66 338 64 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 16DO 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.79 0.21 1.00 1.68 0.32 1.00 1.77 0.23 1.00 1.68 0.32 Final Sat.: 1600 2870 330 1600 2691 509 1600 2829 371 1600 2688 512 ------------ I---------------II-------__------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.19 0.19 0.07 0.29 0.29 0.11 0.20 0.20 0.04 0.13 0.13 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering HCM 2010 AWSC 2017NPPM I Puente & Root 4127!2015 Intersection Delay, slveh 11.9 Int nsection L05 .13 :.. Vot; rreh 0' . . 6. Ilab . 2125b : D 288 21. Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehi�s, % 2 2 : .. 2 : 2 2. Mvmt Flow 0 6 159 0 212 550 0 288 21 Number of Lanes: :. tl 1 :. fl A ` 9 2: 0 1 1; MIN Opposing Approach 5W NE Ppposing Lanes 2' 3 Conflictingroach Left APP.... SW ... SIB ... Cg�ific�ing Lanes Left : 2 1 :. Conflicting Approach Right NE SB g Lanes R Coriflichriight �..... HCM Control Delay ............... 11.3..... 10.6 15.5 _ C Vol Left, % 100% 0% 0% 4% 0% 0% Vol Right, % 0% - 0% 0% 96% 6% 100% Si n Cnra#rd -113 P � ' :` . Situp Traffic Vol by Lane 212 275 275 165 288 21 LT W 212 #9 0: t}' Through Vol 0 275 275 0 288 0 RT V�1 fl :: 159 _ .. ;. ...2 .:. Lane Flow Rate 212 275 275 165 288 21 0ere5y orp . T ; :' Degree of Util (X) 0.353 0.419 0.277 0.282 0.518 0.034 *-argueHeadway "M x.481 3.754 • 155 is X475 ' Si ib `: Convergence, YIN Yes Yes Yes Yes Yes Yes ap , 602 657 SM W Service Time 3.712 3.207 1.454 3.886 4.206 3.497 �l Lane VIC Raffo11411 HCM Control Delay 12 12.1 7.9 11.3 16 8.7 HGWI-ane UDS HCM 95th -tile 0 1.6 2.1 1.1 1.2 3 0.1 14827-14839 Pacific Avenue TIA 4121/2015 Project Opening Year Without Project PM Peak Hour Synchro 9 Light Report Page 1 2017NPPM Sat Apr 25, 2015 20:35:03 Page 7-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Project Opening Year without Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******WWW##*****************W#WWW****#******#*****WWWW#**#*******WW#************ Intersection #5 Pacific/Bromley Cycle (sec): 100 Critical Vol./Cap.(X): 0.400 Loss Time (sec): 10 Average Delay (.sec/veh): xxxxxx Optimal Cycle: 29 Level Of Service: A Approach: North Bound South Bound East Bound west Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I---------------II----------_----II---------------- II ---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes- 1 D 1 1 0 1 0 1 1 0 0 0 0 1 0 0 1 0 0 0 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 9 641 4 5 878 0 0 3 8 13 1 0 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 8 654 4 5 896 0 0 3 8 13 1 0 User 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 PHF 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 PHF Volume: 8 654 4 5 896 0 0 3 8 13 1 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 8 654 4 5 896 0 0 3 8 13 1 0 PCE Adj: 1.D0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.O0 1.00 FinalVolume: 8 654 4 5 896 0 0 3 8 13 1 0 ------------I---------------)I---------------I1---------------Il---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 2.00 0.00 0.00 0.27 0.'73 0.93 0.07 0.00 Final Sat.: 1600 3180 2D 1600 3200 0 0 436 1164 1486 114 0 ------------ I ----------------II-----__-------- II----------------II---------------E Capacity Analysis Module: Vol/Sat: 0.01 0.21 0.21 0.00 0.28 0.00 0.00 0.01 0.01 0.01 0.01 0.00 Crit Moves *W** **** ##** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJw Engineering PROJECT OPENING YEAR WITH PROJECT CONDITIONS 2017WPAM Sat Apr 25, 2015 20:36:23 Page 3-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Project Opening Year With Project Conditions AM Peak Hour ---------------------------------------.._--------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #1 Merced-Garvey/Puente Cycle (sec): 300 Critical Vol./Cap.(X): 0.740 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx optimal Cycle: 55 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 1l---------�-----=11--------------- 11----------------f Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 D 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 0 1 1 D 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------ I --------------- II--------------- II--------------- 11----------------I Volume Module: Base Vol: 248 242 25 131 157 310 254 415 284 151 466 134 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial sse: 253 247 26 134 160 316 259 423 290 154 475 137 Added Vol: 0 0 2 0 0 0 0 1 0 7 3 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 253 247 28 134 160 316 259 424 290 161 478 137 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0D 1.00 1.00 1.00 PHF 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 PHF Volume: 253 247 28 134 160 316 259 424 290 161 478 137 Reduct Vol: 0 0 0 0 0 0 0 0 D 0 0 0 Reduced Vol: 253 247 28 134 160 316 259 424 290 161 478 137 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.D0 1.00 1.00 MLF 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 FinalVolume: 253 247 28 134 160 316 259 424 290 161 478 137 ------------ !--------------- 11--------------- II--------------- 11----------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 160D 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 2.00 1.00 1.00 1.19 0.81 1.00 1.56 0.44 Final Sat.: 2880 1600 1600 1600 3200 1600 1600 1902 1298 1600 2489 711 ------------I---------------II---------------11---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.15 0.02 0.08 0.05 0.20 0.16 0.22 0.22 0.10 0.19 0.19 Crit Moves **** W4W* ******* Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering 2017WPAM Sat Apr 25, 2015 20:36:23 Page 4-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Project Opening Year With Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #2 Pacific/Big Dalton Cycle (sec): 100 Critical Vol./Cap.(X): 0.464 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 31 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement; L - T - R L - T - R L -- T - R L - T - R - --_--------- I----------------II----------------II--------------- II ---------------! Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 D Y+R: 4.0 4.0 4.D 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 l! 0 0 0 0 1! 0 0 -------_---- I---------------II---------------II---------------II----------------! Volume Module: Base Vol: 39 672 1 1 664 57 114 0 52 4 3 1 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 40 685 1 1 677 58 116 0 53 4 3 1 Added Vol: 0 5 0 0 2 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 40 690 1 1 679 58 116 0 53 4 3 1 User 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 PHF 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 PHF Volume: 40 690 1 1 679 58 116 0 53 4 3 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 40 690 1 1 679 58 116 D 53 4 3 1 PCE 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 MLF 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 FinalVolume: 40 690 1 1 679 58 1.16 0 53 4 3 1 ------------I---------------11----------------11---------------II---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: .1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.84 0.16 0.69 0.00 0.31 0.50 0.38 0.12 Final Sat_: 1600 3195 5 1600 2948 252 1099 0 501 800 600 200 ------------ I --------------- 11 --------------- 11 --------------- 11---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.22 0.22 0.00 0.23 0.23 0.07 O.DD 0.11 0.00 0.01 0.01 Crit Moves: **** ******* **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering 2017WPAM Sat Apr 25, 2015 20:36:23 Page 5-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Project Opening Year With Project Conditions AM Peak Hour --- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #3 Pacific/Puente Cycle (sec): 100 Critical Val./Cap.(X): 0.630 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 43 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II--------------- II ----------------II---------------! Control: Prot+Permit Prot+Permit Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes- 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------l---------------!l---------------1l---------------II---------------I Volume Module: Base Vol: 57 455 53 119 498 123 138 299 38 86 518 109 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 58 464 54 121 508 125 141 305 39 88 528 111 Added Vol: 0 2 0 5 7 9 3 0 0 0 0 2 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 58 466 54 126 515 134 144 305 39 88 528 113 User 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 PHF 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 PHF Volume: 58 466 54 126 515 134 144 305 39 88 528 113 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 58 466 54 126 515 134 144 305 39 88 528 113 PCE 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 MLF 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 FinalVolume: 58 466 54 126 515 134 144 305 39 88 528 113 ------------I---------------11---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.79 0.21 1.00 1.59 0.41 1.00 1.77 0.23 1.00 1.65 0.35 Final Sat.: 1600 2867 333 1600 2537 663 1600 2839 361 1600 2635 565 ------------ I --------------- II--------------- l1 --------------- II---------------) Capacity Analysis Module: Vol/Sat: 0.04 0.16 0.16 0.08 0.20 D.20 0.09 0.11 0.11 0.05 0.20 0.20 Crit Moves: ##** **** **#* #*** **********ic***•k**'W7�##*#**•kYe****i**W#'i*********i**•kik#**F#*Y*******WY.*#**yt •k yk*****Y. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering HCM 2010 AWSC 2017WPAM 3: Puente & Root 412712015 Intersection Delay, slveh 16.7 jniarie6on LOS 1; Vol, VOW 0 9 242 8 1-88 _. 266. 0 420 28 Peak Hour Factor 1.D0 1.00 1.00 1.00 1.00 1.00 _ . 1.00 1.D0 1.00 #eavy Vehicles, % ... - 2 : 2 ` 2 .2 :2.:. 2 _ : :2. 2 Mvmt Flow 0 9 242 0 188 266 0 420 28 Nttlnber of Lanes 1 :: 8.- i 2 apposing Approach Sw NE OppDft.Uries - 4 2.. Conflicting Approach Left SW 5B 66AW'ng Lanes fait . . 20. Conflictin g Approach Right _ .. NE gg ung Lanes Rigftt, 3 . HCM Control Delay n.4 10.6 24.$ Fill Lw Vol Left, % 100% 0% 0% 4% 0% 0% VolThru.1100%, 100% :: flf fo = . il% 180°% Vol Right, % 0% 0% 0% 96% 0% 100°k sign catpi -qbp , SIPA '; :. dpi stop. ; Traffic Vol by Lane 188 133 133 251 420 28 _.... LTVal:�8 . Through Vol D 133 133 0 420 0 0 ... 242 . 0; ` 28: - Lane Flow Rate 188 133 133 251 420 28 Gemxby 7 8 Degree of Util (X) 034 0.222 0.157 0.427 0.748 6.044 Dq�ar mad�... 6 6t01 � 19y ::6.411 : 5J. Convergence, YIN Yes Yes Yes Yes Yes Yes .59i4 - :. i 6w., Service Time 4.263 3.755 1.991 .,. 3.89 4.17 3.458 HWIL.aneVIC:Balm , j:223 0.158 4 aft .0 a HCM Control Delay 12.6 10.5 7.8 13.4 25.9 8.7 HCM 95th -tile Q 1.5 0.8 0.6 2.1 6.5 0.1 14827-14839 Pacific Avenue TIA 4/21/2015 Project Opening Year with Project AM Peak Hour Synchro 9 Light Report Page 1 2017WPAM Sat Apr 25, 2015 20:36:23 Page 7-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Project Opening Year With Project Conditions AM Peak Hour --------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #5 Pacific/Bromley Cycle (sec): 100 Critical Vol./Cap.(X): 0.342 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 26 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II----------------II---------------II---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 0 1! 0 0 ------------ I--------------- II--------------- II--------------- II ----------------I Volume Module: Base Vol: 4 487 0 0 664 0 1 1 18 20 0 5 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 4 497 0 0 677 0 1 1 18 20 0 5 Added Vol: 0 2 0 0 7 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 4 499 0 0 684 0 1 1 18 20 0 5 User 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 PHF 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 PHF Volume: 4 499 0 0 684 0 1 1 18 20 0 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 499 0 0 684 0 1 1 18 20 0 5 PCE 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 MLF 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 Finalvolume: 4 499 0 0 684 0 1 1 1B 20 0 5 ------------ I--------------- II--------------- II--------------- II ---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 .1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 1.00 2.00 0.00 0.05 0.05 0.90 0.79 0.01 0.20 Final Sat.: 1600 3200 0 1600 3200 0 80 80 1440 1280 0 320 -----------_I----------------H---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.16 0.00 0.00 0.21 0.00 0.00 0.01 0.01 0.07 0.00 0.02 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering HCM 2010 TWSC 2017WPAM 7: Pacific & Project Access 412712015 Int Delay, slveh 0.4 Vol, vehfn. .2.. 734 .726 7 21. _. :. 5 Conflicting Peds, Nhr 0 0 0 g - 0 4 Sign Control t=ree.'. wee Free Fb RT Channelized - None - None - None ;3orage Length Veh in Median Storage, # - 0 0 - 0 - - Grade, 9E, - _ Peak Hour Factor 100 100 1o0 100 100 700 Heavy Vies, ° . 2 2 .. 2 2: 2 :... _ Mvmt Flow 2 ... 734 726 7 21 5 Ggnilicting Flow All : .733 _ 17 _ fl 71 1 367 ; Stage 1....... .. . 730 _ ; �Stage 371 Critical Hd _ . wy.... 414 - 6.84 6.94 ica! HdwyStg 1 .. 5. - . .:, . Critical Hdwy Stg 2 - - 5.84 _ t=iAlow-up ldfivy 222 3:52 3;32 Pot Cap-i Maneuver 868 - - 206 630 Stage l 438 - Stage.2. 668 - PlabDm blocked, %- _ Mov Cap-1 Maneuver 868 - - 205 630 ov:Ca2 aneuver' _205 Stage _1. - 438 - 'Stage 2 HCM Control Delay, s 0 0 22.1 t iClul j:AS . Capacity (vehlh) - - 868 - 236 �l1e 1.C:Ratia _ OR HCM Control Delay (s) - - 9.2 0 22.1 HCM Lane "L1� - - - - A. A' ` C , . HCM 95th °%tile Q(veh} - 0 - 0.4 14827-14839 Pacific Avenue TIA 4121/2015 Project Opening Year With Project AM Peak Hour Synchro 9 Light Report Page 2 2017WPPM Sat Apr 25, 2015 20:37:32 Page 3--1 14827--14839 Pacific Avenue Project Traffic Impact Analysis Project Opening Year With Project Conditions PM Peak Hour ---------------- Level Of Service Computation Report ICU 1(Los5 as Cycle Length %) Method (Future Volume Alternative) Intersection #1 Merced-Garvey/Puente Cycle (sec): 100 Critical Vol./Cap.(X): 0.814 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx optimal Cycle: 70 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------- II---------------il----------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------I---------------II---------------fl---------------!l---------------I Volume Module: Base Vol: 342 295 48 201 270 351 319 706 211 96 351 168 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 349 301 49 205 275 358 325 720 215 98 358 171 Added Vol: 0 0 8 0 0 0 0 3 0 4 2 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 349 301 57 205 275 358 325 723 215 102 360 171 User 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 PHF 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 PHF Volume: 349 301 57 205 275 358 325 723 215 102 360 171 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 349 301 57 205 275 358 325 723 215 102 360 171 PCE 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 MLF 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 FinalVolume: 349 301 57 205 275 358 325 723 215 102 360 171 ------------ I--------------- li--------------- II--------------- II ---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.D0 1.00 1.00 2.00 1.00 1.00 1.54 0.46 1.00 1.36 0.64 Final Sat.: 2880 1600 1600 1600 3200 1600 1600 2466 734 1600 2168 1032 ------------I---------------Il---------------i1---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.19 0.04 0.13 0.09 0.22 0.20 0.29 0.29 0.06 0.17 0.17 Crit Moves: **** w*WW **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering 2017wPPM Sat Apr 25, 2015 20:37:32 Page 4-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Project Opening Year With Project Conditions PM Peak Hour -------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #2 Pacific/Big Dalton *****Y*!F%*ikW#****Wig****4WWW/tit*****yr**}**yE*ir***•krt:t*ylt;F#W�k*****yr ik k*t*WWJl F *1k �k**Jr*#et Cycle (sec): 100 Critical Vol./Cap.(x): 0.568 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 38 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------- ---------- f Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 0 0 0 1 ------------ ) ---------------II--------------- If---------------I(---------------I Volume Module: Base Vol: 29 713 0 1 968 95 99 0 72 D 0 1 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 30 727 0 1 987 97 101 0 73 0 0 1 Added Vol: 0 3 0 0 6 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 30 730 0 1 993 97 101 0 73 0 0 1 User 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 PHF 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 PHF Volume: 30 730 0 1 993 97 101 0 73 0 0 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 30 730 0 1 993 97 101 0 73 0 0 1 PCE 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 MLF Adj: 1.00 1.00 1.00 1.D0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 30 730 0 1 993 97 101 0 73 0 0 1 ------------I---------------f1---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 1.00 1.82 0.18 0.58 0.00 0.42 0.00 0.00 1.00 Final Sat.: 1600 3200 0 1600 2916 284 926 0 674 0 0 1600 -------------I---------------If----------------fl----------------f1---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.23 0.00 0.00 0.34 0.34 0.06 0.00 0.11 0.00 0.00 0.00 Crit Moves: WW***W*****W•YWW#***WWW*******WWWW***WW****WWWWW**********WWWW#****W******WWW#lk yr* Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering 2017WPPM Sat Apr 25, 2015 20:37:32 Page 5-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Project Opening Year With Project Conditions PM Peak Hour ____________________ Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection 43 Pacific/Puente Cycle (sec): 100 Critical Vol./Cap.(X): 0.663 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 46 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------]----------------II--------------- II---------------II---------------I Control: Prot+Permit Prot+Permit Protected Protected Rights: include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 -------------I---------------II---------------II---------------EI---------------I Volume Module: Base Vol: 42 522 60 ill 767 145 166 556 73 65 331 63 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 43 532 61 113 782 148 169 567 74 66 336 64 Added Vol: 0 8 0 3 4 6 11 0 D 0 0 6 PasserByVol: 0 0 D 0 0 0 0 D 0 0 0 0 Initial Fut: 43 540 61 116 7B6 154 180 567 74 66 338 7D User Adj: 1.00 1.00 1.D0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 43 540 61 116 786 154 180 567 74 66 338 70 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 540 61 116 786 154 180 567 74 66 338 70 PCE 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 MLF 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 Finalvolume: 43 540 61 116 786 154 180 567 74 66 338 70 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 160D 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.80 0.20 1.00 1.67 0.33 1.00 1.77 0.23 1.00 1.66 0.34 Final Sat.: 1600 2874 326 1600 2676 524 1600 2829 371 1600 2649 551 ------------I---------------11---------------II---------------II-----------------I Capacity Analysis Module: Vol/Sat: 0.03 0.19 0.19 0.07 0.29 0.29 0.11 0.20 0.20 0.04 0.13 0.13 Crit Moves: **** **## **** #*** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering HCM 2010 AWSC 2017WPPM 3: Puente & Root 4/27/2015 Intersection Delay, slveh 12 exsection LDSB . Vol,.vahm0.. 16 0.. 215: 351 Q :290 21: Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 I m 9.04 1.00 lHe2vy VeWes, ° 2 .. 2 .. 2.:. '` 2.. 2 ': 2: ` :2 Mvmt Flow 0 6 164 0 215 551 0 290 21 Numberdtanes 0 `... 1}.2 0# 1 Opposing Approach S A NE opg Lanes 2 - 3 ConflicfingApproach Left SW SB - . .__ Gjnt*g lanes Left : ... 2 ::: :: -:. ..0 Conflicting Approach Right NE Contf� Lanes . • ht 3 .: . HCM Control Delay 11.4 10.7 15.7 HCM L DS Vol Leff, % 100% 0% 0% 4% 0% 0% V T rat, Jo . 096 Iflow .:100% ii%. 1w%. ': 0% Vol Right, % 0% 0% 0% 96% 0% 100% n i Sb =. ,. :, 5tup ;.. Stop Traffic Vol by Lane 215 276 276 170 290 21 U Voi 215 0 Through Vol 0 276 276 0 294 0 RTVoI 0 .1SC ' : 0 1 Lane Flow Rate 215 276 276 170 290 21 Degree of Util (X) 0.359 0.421 0.2t7 b.29-1 0.524 0.034 �ro Y $.0111 aSU6 IM:.: 8.17 6.5Q6 5.79 Convergence, YIN Yes Yes Yes Yes Yes Yes .cV 600 656 .. 66 . _: 58:i :. w t317. .. Service Time 3.739 3.233 1.48 3.91 4.245 3.536 HCM izae WC Rabb HCM Control Delay 12.1 12.2 8 11.4 16.2 8.7 HCiJJ �e -WS� 1:i Z.. :: A ::' 13 1i HCM 95th -tile Q 1.6 2.1 1.2 1.2 3 0.1 14827-14839 Pacific Avenue TIA 412112015 Project Opening Year With Project PM Peale Hour Synchro 9 Light Report Page 1 2017WPPM Sat Apr 25, 2015 20:37:32 Page 7-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Project Opening Year With Project Conditions PM Peak Hour ------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #5 Pacific/Bromley Cycle (sec): 100 Critical Vol./Cap.(X): 0.402 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx optimal Cycle: 29 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- II--------------- II--------------- Il ------------__--I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 0 1 0 0 1 0 0 0 ------------ I--------------- II--------------- Il--------------- il----------------I Volume Module: Base Vol: 8 641 4 5 878 0 0 3 8 13 1 0 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 8 654 4 5 896 0 0 3 8 13 1 0 Added Vol: 0 8 0 0 4 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 9 0 Initial Fut: 8 662 4 5 900 0 0 3 8 13 1 0 User 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 PHF 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 PHF Volume: 8 662 4 5 900 0 0 3 8 13 1 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 8 662 4 5 900 0 0 3 8 13 1 0 PCE 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 MLF 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 FinalVolume: 8 662 4 5 900 0 0 3 8 13 1 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 2.00 0.00 0.00 0.27 0.73 0.93 0.07 0.00 Final Sat.: 1600 3180 20 1600 3200 0 0 436 1164 1486 114 0 ------------ I --------------- II--------------- I(--------------- II ---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.21 0.21 0.00 0.28 0.00 0.00 0.01 0.01 0.01 0.01 0.00 Crit Moves: **** **** *+** *++* Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering HCM 2010 TWSC 2017WPPM 7: Pacific & Project Access 4/2712015 III II 19ni� ni�� i � Int delay, slveh w 0.4 Vol, vehlh 6 1%1 747 24 ': 14 -3 Confiicting Peds, #R/hr 0 0 0 0 p p 5g9n' dol t=ree Rr6e free °Free RT Channelized - None - None - None Storage �g '.. '. -... -. 0 ... Veh in Median Storage, # - 0 0 - 0 _ Grade, 36 y fl _ _. Peak Flour Factor 100 100 100 1o0 100 100 OWW Vehirtes, 2 ..: 2 2 - . 2 Mvmt Flow 6 1061 747 24 14 3 Con flicting flow Atl.. 771 3W, Sta 1 e . ..9 ....... _ - - - 759 - - 543. Cntica! Hdwy 4.14 - 6.84 6.94 _ Crifical Hdwy Stg 2 - 5.84 Foikiu Hdvuy 222 3',52 3.32:1 Pot Cap -1 Maneuver 840612 612 9 - - 423. Stage 2... - - _ ... 546 - __ _ Mov Cap -1 Maneuver 840 - - - 149 612 aheuv�x _. Stage i . ........... 423 - stageI 537: HCM Control Delay, s 0.2 0 28.2 t•7(3tA1 t5 Capacity (veh1h) - - 840 - 172 HCM taiie V/C Ratio ..:. .. HCM Control Dela s - 9.3 0.1 28.2 HCM 95th %tile Q(veh) 14827-14839 Pacific Avenue TIA 4/21/2015 Project Opening Year With Project PM Peak Hour Synchro 9 Light Report Page 2 FORECAST YEAR 2030 WITHOUT PROJECT CONDITIONS 203ONPAM Mon Apr 27, 2015 06:47:15 Page 3-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Forecast Year 2030 Without Project Conditions AM Peak Hour --------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #1 Merced-Garvey/Puente Cycle (sec): 100 Critical Vol./Cap.(X): 0.808 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 68 Level Of Service: D Approach: North Bound South Bound East Sound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- fl--------------- II --------------- 11----------------i Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: D 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1----------------II---------------ii---------------ii---------------I Volume Module: Base Vol: 248 242 25 131 157 310 254 415 284 151 466 134 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 280 273 28 148 177 350 287 469 321 171 527 151 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.D0 1.00 1.00 1.00 PHF 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 PHF Volume: 280 273 28 148 177 350 287 469 321 171 527 151 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 280 273 28 148 177 350 287 469 321 171 527 151 PCE 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 MLF 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 FinalVolume: 280 273 28 148 177 350 287 469 321 171 527 151 -----------_-I---------------II--------------- II ---------------- II ---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 2.00 1.00 1.00 1.19 0.81 1.00 1.55 0.45 Final Sat.: 2880 1600 1600 1600 3200 1600 1600 1900 1300 1600 2485 715 ------------ I ---------------- II --------------- II --------------- II ------------_----I Capacity Analysis Module: Vol/Sat: 0.10 0.17 0.02 0.09 0.06 0.22 0.18 0.25 0.25 0.11 0.21 0.21 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering 20300PAM Mon Apr 27, 2015 06:47:15 Page 4-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Forecast Year 2030 Without Project Conditions AM Peak Hour --------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection V Pacific/Big Dalton Cycle (sec): 100 Critical Vol./Cap.(X): 0.502 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 33 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.D 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes. 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 0 11 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 39 672 1 1 664 57 114 0 52 4 3 1 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 44 759 1 1 750 64 129 0 59 5 3 1 User 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 PHF 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 PHF Volume: 44 759 1 1 750 64 129 D 59 5 3 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 44 759 1 1 750 64 129 0 59 5 3 1 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0D 1.00 MLF 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 FinalVolume: 44 759 1 1 750 64 129 0 59 5 3 1 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.84 0.16 0.69 0.00 0.31 0.50 0.38 0.12 Final Sat.: 1600 3195 5 1600 2947 253 1099 0 501 800 600 200 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.24 0.24 0.00 0.25 0.25 0.0B 0.00 0.12 0.00 0.01 0.01 Crit Moves: **** **** #*** **## Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering 203ONFAM Mon Apr 27, 2015 06:47:15 Page 5-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Forecast Year 2030 Without Project Conditions AM Peak Hour ---------------- Level Of Service Computation Report ICU l(Loss as Cycle Length �) Method (Base Volume Alternative) Intersection f3 Pacific/Puente Cycle (sec): 100 Critical Vol./Cap.(X): 0.682 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 48 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement; L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11--------------- II --------------- II ----------------i Control: Prot+Permit Prot+Permit Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------ I --------------- il---------------II----------------II----------------i Volume Module: Base Vol: 57 455 53 119 498 123 138 299 38 86 518 109 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 64 514 60 134 563 139 156 338 43 97 585 123 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.D0 1.00 PHF Adj: 1.00 1.40 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 64 514 60 134 563 139 156 338 43 97 585 123 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 64 514 60 134 563 139 156 338 43 97 565 123 PCE Adj: 1.D0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF 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 FinalVolume: 64 514 60 134 563 139 156 338 43 97 585 123 -------------I---------------II----------_--_-II--------------- II ---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.79 0.21 1.00 1.60 0.40 1.00 1.77 0.23 1.00 1.65 0.35 Final Sat.: 1600 2866 334 1600 2566 634 1600 2839 361 1600 2644 556 ------------I---------------fl-----------------II----------------II---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.18 0.18 0.08 0.22 0.22 0.10 0.12 0.12 0.06 0.22 0.22 Crit Moves: **** **** **** x*** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering HCM 2010 AWSC 203ONPAM 3- Puente & Root 4127/2015 Intersection Delay, slveh 22 on.Lt3S C :. ". .. . Vol,wehlh " . 11 X11 : 287 203:: 294 `: :.. ". 466; " 31. Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1 OQ 100 1.OD 1.00 eav Vehicle, �% 2...; 2" 2': : 2 2. . Mvmt Flow 0 10 267 0 203 294 0 466 31 Opposing Approach SW NE bPP g t_anes Conflicting Approach Left SW SB i0' Co►flic6ng Approach Right NE es lbglftl, ... 3 HCM Control Delay 15.2 11.4 36.3 E :. Vol Left, % 100% 0% 0% 4% 0% 0% Vol Right, % 0% Q% 0% 96% 0% 100% Traffic Vol by Lane 203 147 147 277 466 31 T�. 20'3 Through Vol 0 147 147 0 466 0 Vol,267. , 3t,.` ... -.. Lane Flow Rate 203 147 147 277 466 31 7 1� 8 Degree of Util (X) 0.381 0.255 0.183 0.491 0.861 0.051 jtj fi.246- 4 479 1,377 16 G53 5 - Convergence, YIN Yes Yes Yes Yes Yes Yes Pap 0 a!2 ;792 .,. . Service Time 4.533 4.022 2.253 4.156 4.434 3.72 Wildne.1JlC _. 1ff57: fl 11 :149 13fi2 HCM Control Delay.... 13.7 1i.2'' 8.3 15-2 381 9 WWI- HCM 95thfile 0 1.8 1 0.7 2.7 9.3 0.2 14827-14839 Pacific Avenue TIA 4/21/2015 Forecast Year 2030 Without Project AM Peak Hour Synchro 9 Light Report Page 1 203ONPAM Mon Apr 27, 2015 06:47:15 Page 7-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Forecast Year 2030 Without Project Conditions AM Peak Hour -------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #5 Pacific/Bromley Cycle (sec): 100 Critical Vol./Cap.(X): 0.366 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 27 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L -- T - R L - T - R L - T - R ------------ I --------------- 11--------------- II --------------- II ----------------f Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 D 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 0 1! 0 0 ------------I---------------1I---------------II---------------II---------------I Volume Module: Base Vol: 4 467 0 0 664 0 1 1 18 20 0 5 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 5 550 0 0 750 0 1 1 20 23 0 6 User 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 PHF 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 PHF Volume: 5 550 0 0 750 0 1 1 20 23 0 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 550 0 0 750 D 1 1 20 23 0 6 PCE 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 MLF 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 FinalVolume: 5 550 0 0 750 0 1 1 20 23 0 6 ------------ I --------------- II--------------- 11 --------------- II ---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 .1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 1.00 2.00 0.00 0.05 0.05 0.90 0.80 0.00 0.2D Final Sat.: 1600 3200 0 1600 3200 0 BO 80 1440 1280 0 320 ------------ I --------------- 11--------------- If --------------- II ----------------I Capacity Analysis Module: Vol/Sat: 0.00 0.17 D.00 0.00 0.23 0.00 0.00 0.01 0.01 0.01 0.00 0.02 Crit Moves: Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering 203ONPPM Mon Apr 27, 2015 06:47:52 Page 3-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Forecast Year 2030 Without Project Conditions PM Peak Hour --------------- Level of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection i1 Merced-Garvey/Puente Cycle (sec): 100 Critical Vol./Cap.(X): 0.891 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx optimal Cycle: 96 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 -------------I---------------II----------------II---------------II---------------I Volume Module: Base Vol: 342 295 48 201 2'70 351 319 706 211 96 351 168 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 386 333 54 227 305 397 360 798 238 108 397 190 User 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 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.D0 PHF Volume: 386 333 54 227 305 397 360 798 238 108 397 190 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 386 333 54 227 305 397 360 798 238 108 397 190 PCE 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 MLF 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 FinalVolume: 386 333 54 227 305 397 360 798 238 108 397 190 ------------ I--------------- II--------------- li--------------- II ---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 16DO 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 2.00 1.00 1.00 1.54 0.46 1.00 1.35 0.65 Final Sat.: 2880 1600 1600 1600 3200 1600 1600 2464 736 1600 2164 1036 ------------ I---------------II-----------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.21 0.03 0.14 0.10 0.25 0.23 0.32 0.32 0.01 0.18 0.18 Crit Moves: Traffix 8.0.0715 (c) 2006 Dowling Assoc. Licensed to TJW Engineering 2030NP2M Mon ,Apr 27, 2015 06:47:52 Page 4-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Forecast Year 2030 Without Project, Conditions PM Peak Hour ------------------------- Level Of Service Computation Report ICU 1{Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #2 Pacific/Big Dalton Cycle (sec): 100 Critical Vol./Cap.(X): 0.617 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 41 Level Of Service: B Approach: North Bound South Bound East Bound west Bound Movement., L - T - R L T - R L - T -- R L - T - R ------------- I ---------------II--------------- II --------------- II ----------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 0 0 0 1 ------------ I --------------- il--------------- 11 --------------- II ---------------I Volume Module: Base Vol: 29 713 0 1 968 95 99 0 72 0 0 1 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 33 806 0 1 1094 107 112 0 81 0 0 1 User 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 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.D0 1.00 PHF Volume: 33 806 0 1 1094 107 112 0 81 0 0 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 33 806 0 1 1094 107 112 0 81 0 0 1 PCE 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 MLF 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 FinalVolume: 33 806 0 1 1094 107 112 0 81 0 0 1 -------------- I --------------- II ---------------II--------------- II ---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 1.00 1.82 0.18 0.58 0.00 0.42 0.00 0.00 1.00 Final Sat.: 1600 3200 0 1600 2914 286 926 0 674 0 0 1600 ------------I---------------11---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.25 0.00 0.00 0.38 0.38 0.07 0.00 0.12 0.00 0.00 0.00 Crit Moves: **** #*** *#* **** Traffix 8.0.0715 (c) 2009 Dowling Assoc. Licensed to TJW Engineering 203ONPPM Mon Apr 27, 2015 06:47:52 Page 5-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Forecast Year 2030 without Project Conditions PM Peak Hour ------------------ Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) *********WWW#*#*****#***WwWW**********WW*#***********WW*******WWW********wWW3*** Intersection #3 Pacific/Puente ******WWW#************wW##**W***#*wWWW********#**wW*#*******wwW****#*wwwW******* Cycle (sec): 100 critical Vol./Cap.(X): 0.720 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 53 Level Of Service: C **WWW***********WWWWW*********WWw#*******#****wWW#*******WW#******wwW********ww# Approach: North Sound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -------------I---------------EI--------------- II----------------II---------------I Control: Prot+permit Prot+Permit Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 42 522 60 111 767 145 166 556 73 65 331 63 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 47 590 68 125 867 164 188 628 82 73 374 71 User 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 PHF 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 PHF Volume: 47 590 68 125 867 169 188 628 82 73 374 71 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 47 590 68 125 867 164 188 628 82 73 374 71 PCE 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 MLF 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 FinalVolume: 47 590 68 125 867 164 188 628 82 73 374 71 ------------ I--------------- 11--------------- II--------------- II ---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.79 0.21 1.00 1.68 0.32 1.00 1.77 0.23 1.00 1.68 0.32 Final Sat.: 1600 2870 330 1600 2691 509 1600 2829 371 1600 2688 512 ------------ I --------------- I1--------------- II--------------- If ---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.21 0.21 0.08 0.32 0.32 0.12 0.22 0.22 0.05 0.14 0.14 Crit Moves: **W* **** **** **ww Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to T.7W Engineering HCM 2010 AWSC 203ONPPM 3: Puente & Root 4127/2415 Intersection Delay, slveh 13.3 li:itemection LOS 13 Vol, wehlfi 0 7 :.. 176.: _ : 0: M. 509 R. 31?� Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 9.00 1.00 1.00 H" Vehicles, 2:: 2:. `. 2: 2' 2 2: 2 Mvmt Flow 0 7 176 0 235 609 0 319 24 Number of Lanes fl 1 0 - 1.. 2 1 Opposing Approach ........ Sw NE UpposM9 I-Mes 0 2 3 Conflicting Approach Leff Sw SB i on ng tares Left - .... 2 1. Conflicting Approach Right NE SB Conflicirng t_anes Right 3 .... 1, HCM Control Delay 12.2 11.5 18.2 HCM LflS $ g Vol Left, % 100% 0% 0% 4% 0% 0% Vd Thru, ! 0% . 100% 10D% 0% 10A Vii% Vol Right, % 0% _ 0% 0% 96% 0%' 100% Sigh Confrol Stop ;.:.Stop Stop Slop . ::, Stop .:.: ...... : Traffic Vol by Lane 235 305 305 183 319 24 LTVol 235_ 0 0' ' - Through Vol 0 305 305 0 319 0 tiT Vt. - 1� tl . '. 0 . '. 176 fl 24 Lane Flow Rate 235 304 304 183 319 24 Degree of Util (X) 0.401 0.477 0.328 0.325 0.595 0.04 Del: rture headway (Hd) 6;944 5:638 :` .3.1183-. 6,391 6.717. GA Convergence, YIN Yes Yes Yes Yes Yes Yes p 885 ; 639 923 5G1.:: :: 5r35. _,. Service Time 3.88 3.374 1.818 4.14 4.467 3.757 HGM Lane VIC .Rafio 0402 4476. JIM -0.326W595: fi 14 HCM Control Delay 13 13.4 8.5 12.2 18.9 9 _- wlilie toy B t3 ' A" HCM 95th -tile Q 1.9 2.6 1.4 1.4 3.9 - 0.1 i lir uuinnii - - mr nr�rr_ 14827-14839 Pacific Avenue TIA 412112015 Forecast Year 2030 Without Project PM Peak Hour Synchro 9 Light Report Page 1 203ONPPM Mon Apr 27, 2015 06:47:52 Page 7-1 14827-14639 Pacific Avenue Project Traffic Impact Analysis Forecast Year 2030 Without Project Conditions PM Peak Hour ----------------------- Level of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #5 Pacific/Bromley Cycle (sec): 100 Critical Vol./Cap.(}€): 0.433 Loss Time (sec): 10 Average Delay (seclveh): 7-XXXXX optimal Cycle: 30 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -------------I---------------II---------------II---------------II---------------I Control. Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 0 1 0 0 1 0 0 0 ------------ I--------------- fl--------------- II--------------- II ---------------I Volume Module: Base Vol: 8 641 4 5 878 0 0 3 B 13 1 0 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 9 724 5 6 992 0 0 3 9 15 1 0 User Adj: 1.00 1 -DO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 9 724 5 6 992 0 0 3 9 15 1 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 9 724 5 6 992 0 0 3 9 15 1 0 PCE 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 MLF 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 Finalvolume: 9 724 5 6 992 0 0 3 9 15 1 0 ------------ I--------------- II--------------- II--------------- II ----------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 16DO 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.D0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 2.00 0.00 0.00 0.27 0.73 0.93 0.D7 0.00 Final Sat.: 1600 3180 20 1600 3200 0 0 436 1164 1486 114 0 ------------ I---------------II-----_---------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.23 0.23 0.00 0.31 0.00 0.00 0.01 0.01 0.01 0.01 0.00 Crit Moves Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to T3W Engineering FORECAST YEAR 2030 WITH PROJECT CONDITIONS 203OWPAM Tue Mar 22, 2016 10:37:35 Page 3-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Forecat Year 2030 With Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #1 Merced-Garvey/Puente Cycle (sec): 100 Critical vol./Cap.(X): 0.809 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 69 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------11---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 -----------_I---------------H--------------- EI--------------- II ----------------I Volume Module: Base Vol: 248 242 25 131 157 31D 254 415 284 151 466 134 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 280 273 28 148 177 350 287 469 321 171 527 151 Added Vol: 0 0 5 0 0 0 0 2 0 15 6 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 280 273 33 148 177 350 287 471 321 186 533 151 User 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 PHF 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 PHF Volume: 280 273 33 148 177 350 287 471 321 186 533 151 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 280 273 33 148 177 350 267 471 321 186 533 151 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0D MLF Adj: 1.00 1.00 1.00 1.00 1.0D 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 280 273 33 148 177 350 287 471 321 186 533 151 ------------ I--------------- II--------------- II--------------- II ---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 2.00 1.00 1.00 1.19 0.81 1.00 1.56 0.44 Final Sat.: 2880 1600 1600 1600 3200 1600 1600 1903 1297 1600 2492 708 ------------ I --------------- II--------------- II--------------- II ---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.17 0.02 0.09 0.06 0.22 0.18 0.25 0.25 0.12 0.21 0.21 Crit Moves **** **** **** *** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering 203OWPAM Tue Mar 22, 2016 10:37:35 Page 4-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Forecat Year 2030 With Project Conditions AM Peak Hour ------------------ Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #2 Pacific/Big Dalton Cycle (sec): 100 Critical Vol./Cap.(X): 0.503 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 34 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------- I ---------------II--------------- II_-------------- II ----------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min, Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 0 1! 0 0 -------__--- I-----------------II---------------II---------------II---------------I Volume Module: Base Vol: 39 672 1 1 664 57 114 0 52 4 3 1 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 44 759 1 1 750 64 129 0 59 5 3 1 Added Vol: 0 12 0 0 4 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 44 771 1 1 754 64 129 0 59 5 3 1 User 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 PHF 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 PHF Volume: 44 771 1 1 754 64 129 0 59 5 3 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 44 771 1 1 754 64 129 0 59 5 3 1 PCE 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 MLF 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 FinalVolume: 44 771 1 1 754 64 129 0 59 5 3 1 ------------ I --------------- 11--------------- 11 --------------- 11----------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.84 0.16 0.69 0.00 0.31 0.50 0.38 0.12 Final Sat.: 1600 3195 5 1600 2948 252 1099 0 501 800 600 200 ------------ I --------------- II--------------- II --------------- I1---------------) Capacity Analysis Module: Vol/Sat: 0.03 0.24 0.24 0.00 0.26 0.26 0.08 0.00 0.12 0.00 0.01 0.01 Crit Moves: **** **** **** *** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering 203OWPAM Tue Mar 22, 2016 10:37:35 Page 5-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Forecat Year 2030 With Project Conditions AM Peak Hour ----------------- - Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #3 Pacific/Puente Cycle (sec): 100 Critical Vol./Cap.(X): 0.697 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 50 Level Of Service: B Approach: North Bound South Sound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- 11--------------- II --------------- ))---------------I Control: Prot+Permit Prot+Permit Protected Protected Rights:- Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------ 1--------------- I1--------------- II--------------- II ----------------I Volume Module: Base Vol: 57 455 53 119 498 123 138 299 38 86 518 109 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 64 514 60 134 563 139 156 338 43 97 585 123 Added Vol: 0 5 0 12 15 21 7 0 0 0 0 4 PasserByVo1: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 64 519 60 146 578 160 163 338 43 97 585 127 User 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 PHF 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 PHF Volume: 64 519 60 146 578 160 163 338 43 97 585- 127 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 64 519 60 146 578 160 163 338 43 97 585 127 PCE 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 MLF 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 Finalvolume: 64 519 60 146 578 160 163 338 43 97 585 127 ------------I---------------II---------------II-----------------ll----------_----I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.79 0.21 1.00 1.57 0.43 1.00 1.77 0.23 1.00 1.64 0.36 Final Sat.: 1600 2869 331 1600 2506 694 1600 2839 361 1600 2629 571 ------------ I----------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.18 0.18 0.09 0.23 0.23 0.10 0.12 0.12 0.06 0.22 0.22 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering HCM 2010 AWSC 2030WPAM 3: Puente & Root 312212016 Intersection Delay, stveh 22.4 VAersectipp Los C . . a , why 0 :. 10, - 270 . .0:': 212 297 467 -3.1 Future Vol, vehlh 0 10 270 0 212 297 0 46731 Aeak Hour Factor 1.00 1.00 1.d10 4.00 ;.. 1.ti0 �:i0 4:1J0 : �.�. - 1.0 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 MvmtFlow 0 10 270: 0: , 212: 297 p . 4f3`i 31' Number of Lanes 0 1 0 0 1 2 0 1 1 OPPDft .. NE Opposing Lanes p 2 CDnflicting Approach Left SW SB. Conflicting Lanes Left 2 9 p Con fliC#ing Approach Right SIE Confificting Lanes Right 9 ._ 3 0 1 ICM C1MbV Delay aS - 415 HCM LOS C B E. Vol Left, % 0% 4%" .. 0% : Vol Thru, % 0% 100% 100% 0% 100% 0% Vol ilei, Sign Control Stop Stop Stop Stop Stop Stop TrAc diol *Lane - 212 :: 149 149.: 280 - : 46.7 - 31 - LT Vol 212 0 0 10 - - 0 . 0 Through Vcfl It 149..::..:149. if `_ : 46� I}' RT Vol 0 0... 0 270. 0 .. 31 .Lane Fiow Ra#e - 212 148 140 280 467 31 Geometry Grp 7 7 7 7 8 8 De of Uti1-0399- .0255 -0.186 X1:499 a M :. D 052 Departure Headway (Hd) 6.783 6.273 4.505 6.41 6.7 5.987 encs; YIN Conveyep ` Y Yes des Yes - Yes Cap.. 528 569 789 560 537 -594. Swim T e X561 4. 51 2.282 4.194 4.482...A _. 768. HCM Lane VIC Ratio 0.402 0.26 0.188 0.5 0.87 0.052 HCM.-tQntrol Delay .. `,14 11:3 83 9-1 HCM Lane LOS B . B A C E A .. 14827-94839 Pacific Avenue TIA 4/21/2015 Forecast Year 2030 Without Project PM Peak Hour Synchro 9 Light Report Page 1 203OWPAM Tue Mar 22, 2016 10:37:35 Page 7-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Forecat Year 2030 With Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection f5 Pacific/Bromley Cycle (sec): 100 Critical Vol./Cap.(X): 0.370 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 27 Level Of Service: A Approach: North Bound South Bound East Bound west Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------- I---------------II---------------II-_--------------II---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 0 1! 0 0 ------------ I---------------II----_-----------II---------------II---------------I Volume Module: Base Vol: 4 487 0 0 664 0 1 1 18 20 0 5 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 5 550 0 0 750 0 1 1 20 23 0 6 Added Vol: 0 5 0 0 15 D 0 0 0 0 0 D PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 5 555 0 0 765 0 1 1 20 23 0 6 User 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 PHF 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 PHF Volume: 5 555 0 0 765 0 1 1 20 23 0 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 555 0 0 765 0 1 1 20 23 0 .6 PCE 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 MLF 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 FinalVolume: 5 555 0 D 765 0 1 1 20 23 0 6 -------------I---------------II---------------II---------------II-----------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 1.00 2.00 0.00 0.05 0.05 0.90 0.80 0.00 0.20 Final Sat.: 1600 3200 0 1600 3200 0 80 80 1440 1280 0 320 -----_------ I---------------II---------------II---------------II----------------I Capacity Analysis Module: Vol/Sat: 0.00 0.17 0.00 0.00 0.24 0.00 0.00 0.01 0.01 0.01 0.00 0.02 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Howling Assoc. Licensed to TJW Engineering HCM 2010 TWSC 203OWPAM 7: Pacific & PIo ect Access 4/27/2015 Int Delay, slveh 0:4 IN Vol. Viii 2 814 805 7 21 5 Conflicting Peds, #1hr 0 0 p 0 0 0 Sign #roll Free t=ree Free -,Free .stop &op: RT Channelized - None None - None Storage Length - Veh in Median Storage, # - 0 p - 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy VWUes, % .2 2 2 : 2 . 2 2. Mvmt Flow 2 814 805 7 21 5 Corttiicting;FlowAli 8120. -.: 0 MO 406 �9e.1 - _ - 809 - Stage - Critical H dwY ... 4.14 - - - �: �_......... .:.. CAqW ii6q Stg 7 ......................._, ._ _.._..... _........ 584 Critical Hdwy Stg.2. - - 5.84 - Foiiadr updwy 222 - 152 3.32 - Pot Cap -1 Maneuver 810 - - 172 594 Stage' 1 _ - 3J8. _ Stage .2.. ... 638 - _ Platm ,docked, % _ Mov Cap -1 Maneuver 810 - - - 171 594 luioy Cap-2k-meuver 171 . Stage.< 1 - _ _ 398 _ age 2 _ . .. HCM Control Delay, s 0 0 25.9 WM LCIS . Capacity (vehm) - - 810 - 198 FlW tsnis WC Ratro - 1� X02 ° - ',1.131 HCM Control Delay (s) - - 9.5 0 25.9 tI i ane LAS _A A. HCM 95th %file Q(veh) - 0 - 0.4 14827-14839 Pacific Avenue TIA 412112015 Forecast Year 2030 Without Project PM Peak Hour Synchro 9 Light Report Page 1 203OWPPM Tue Max 22, 2016 10:35:26 Page 3-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Forecast Year 2D30 With Project Conditions PM Peak Hour -- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) intersection #1 Merced-Garvey/Puente Cycle (sec): 100 Critical Vol./Cap.(X): 0.892 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx optimal Cycle: 96 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -_----------I---------------II---------------II----------=---- II ---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.D 4.0 4.0 4.0 4.0 4.0 4.0, Lanes: 2 0 1 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 =-----------I---------------Il---------------II---------------II---------------I Volume Module: Base Vol: 342 295 48 201 270 351 319 706 211 96 351 168 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 386 333 54 227 305 397 360 798 239 108 397 190 Added Vol: 0 0 17 0 0 0 0 7 0 10 4 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 386 333 71 227 305 397 360 805 238 118 401 190 User 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 PHF 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 PHF Volume: 386 333 71 227 305 397 360 805 238 118 401 190 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 386 333 71 227 305 397 360 805 238 118 401 190 PCE 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 MLF 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 FinalVolume: 386 333 71 227 305 397 360 805 238 118 401 190 -------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 2.00 1.00 1.00 1.54 0.46 1.00 1.36 0.64 Final Sat.: 2880 1600 1600 1600 3200 1600 1600 2469 731 1600 2171 1029 --------_--- I---------------II---------------II---------------II----------------I Capacity Analysis Module: Vol/Sat: 0.13 D.21 0.04 0.14 0.10 0.25 0.23 0.33 0.33 0.07 0.18 0.18 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering 2030wPPM Tue Mar 22, 2016 10:35:26 Page 4-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Forecast Year 2030 With Project Conditions PM Peak Hour ---------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) WWW***************##WWWWW****************##*WWW*************#*#WWW*W*****#****** Intersection #2 Pacific/Big Dalton Cycle (sec): 100 Critical Vol./Cap.(X): 0.621 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 42 Level Of Service: B Approach: North Bound South Bound East Bound west Bound Movement: L - T -- R L - T - R L - T - R L - T R ------------ I ---------------II--------------- II --------------- II ---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 0 0 0 1 ------------I---------------II---------------II---------------11---------------1 Volume Module: Base Vol: 29 713 0 1 968 95 99 0 72 0 0 1 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 33 806 0 1 1094 107 112 0 81 0 0 1 Added Vol: 0 8 0 0 13 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 33 814 0 1 1107 107 112 0 B1 0 0 1 User 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 PHF 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 PHF Volume: 33 814 0 1 1107 7[07 112 0 81 0 0 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 33 814 0 1 1107 107 112 0 81 0 0 1 PCE 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 MLX 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 Finalvolume: 33 814 0 1 1107 107 112 0 81 0 0 1 ------------ I--------------- 11 --------------- II --------------- II ----------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 1.00 1.82 0.18 0.58 0.00 0.42 0.00 0.00 1.00 Final Sat.: 1600 3200 0 1600 2917 283 326 0 674 Q 0 1600 ------------ I --------------- 11 --------------- I1 --------------- 11----------------I Capacity Analysis Module: Vol/Sat: 0.02 0.25 0.00 0.00 0.38 0.38 0.07 0.00 0.12 0.00 0.00 0.00 Crit Moves: **** W*** *** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering 2030WPPM Tue Mar 22, 2016 10:35:26 Page 5-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Forecast Year 2030 with Project Conditions PM Peak Hour ---------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #3 Pacific/Puente Cycle (sec): 100 Critical Vol./Cap.(X): 0.734 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 55 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L -- T - R L - T - R ------------ I --------------- li--------------- 11 --------------- II ---------------I Control: Prot+Permit Prot+Permit Protected Protected Rights: include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------ 1 --------------- II--------------- II--------------- Il-------�--------E Volume Module: Base Vol: 42 522 60 111 767 145 166 556 73 65 331 63 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 47 590 68 125 867 164 188 628 82 73 374 71 Added Vol: 0 17 0 8 10 14 23 0 0 0 0 13 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 47 607 68 133 877 178 211 628 82 73 374 84 User 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 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.o0 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 47 607 68 133 877 178 211 628 82 73 374 84 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 47 607 68 133 877 1'18 211 628 82 73 374 84 PCE 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 MLF 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 FinalVolume: 47 607 68 133 877 178 211 628 82 73 374 84 ------------I---------------11----------------II----------------11---------------I Saturation Flow Module- Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.80 0.20 1.00 1.66 0.34 1.00 1.77 0.23 1.00 1.63 0.37 Final Sat.: 1600 2878 322 1600 2660 540 1600 2829 311 1600 2612 588 ------------ I --------------- 11 --------------- 11 --------------- 11----------------I Capacity Analysis Module: Vol/Sat: 0.03 0.21 0.21 0.08 0.33 0.33 0.13 0.22 0.22 0.05 0.14 0.14 Crit Moves' *** **** **** *** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to T7W Engineering HCM 2010 AWSC 203OWPAM 3: Puente & Root 3/22/2016 Intersection Delay, slveh 13.6 lnfeisecfior LOS B - Traffic Vd, veh/h 7 -. 186, 0 241 ... 611 .0 322 2 Future Vol, veh/h 0 7 186 0 241 611 0 322 24 Peals -lour Factor : 7.00 1.00 1.00 ! :.. I.M.1 1.00' 1.00 1: Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 .Wd Flow 0 - 7 ..:. 186 0 241 671 Number of Lanes 0 1 0 0 1 2 0 1 1 a, Pl ARproach Syy : ;:... NE Opposing Lanes 0 2 3 CAicting7lpRroach Left. 51A1 B: Conflicting Lanes Left 2 Conflictin.Approach 'NE Conflicting Lanes Right - 3 0 1 HCM Corkol Delay 12.3 HCM LOS B B - C . W Let % 100% )%: It%. "4%:. ` % 0'% Vol Thru, 96 0% 100% 100% 0% 100% 0% 'Vol 1+5 % 0% .0% 10%915% 915%- 0%: 100%.: Sign Control stop, Stop Stop Stop Stop Stop TrAc Voll -by Lane 241 306 3'06:,: 1 i :: M. 24 LT Vol 241 0 4 .- ....�:. 0. _ fl Through Vol T. .306.:' 306. -0 32 2 0 . RT Vol 0 0 - 0 186 .. 0 24 Lane AowRate 241. '. 306 :: 306:. 193_ 322 24' Geometry Grp 7 7- 7 7. 8 8 ree f tW 00 04-16 : 0.4M 0.334 0.344 D.607 -:. 0_04 Departure Headway (Hd) 6.199 5.692 3.936 6.42 6.782 6.071 onmg :YIN ... :.. _ Yes , � fes i'�s .. 'Yes Yes Cap 581 632 910 560 531 588 Serve Time . .,3:936. ; 3,d3 ; 1,673: 4.15 4..5 i� : Lane 3� HCM VIC Ratio 0.415 0.484 0.336 0.345 0.606 0.041 1-li it G61ftfDetay, 3 3 13 HCM Lane LOS B ... B A BA -, J1CNI 1.5 15... 4::, 01 - 14827-14839 Pacific Avenue TIA 4/21/2015 Forecast Year 2030 With Project PM Peak Hour Synchro 9 Light Report Page 1 2D30WPPM Tue Mar 22, 2016 10:35:26 Page 7-1 14827-14839 Pacific Avenue Project Traffic Impact Analysis Forecast Year 2030 With Project Conditions PM Peak Hour ------------------ Level of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #5 Pacific/Bromley Cycle (sec): 100 Critical Vol./Cap.(X): 0.436 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 30 Level of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -------------I---------------11---------------I1---------------II---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 0 1 0 0 1 0 0 0 -------------I---------------11---------------11---------------II---------------i Volume Module: Base Vol: 8 641 4 5 878 0. 0 3 8 13 1 0 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 9 724 5 6 992 0 0 3 9 15 1 0 Added Vol: 0 17 0 0 10 0 0 0 0 0 0 0 PasserByVol: 0 D 0 0 0 0 0 0 0 D 0 0 Initial Fut: 9 741 5 6 1002 0 0 3 9 15 1 0 User 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 PHF Adj: 1.40 1.00 1.00 1.00 1.00 1.00 1.00 1.D0 1.00 1.00 1.00 1.00 PHF Volume: 9 741 5 6 1002 0 0 3 9 15 1 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 9 741 5 6 1002 0 0 3 9 15 1 0 PCE 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 MLF 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 FinalVolume: 9 741 5 6 1002 0 0 3 9 15 1 0 ------------ I--------------- II--------------- II--------------- II ---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 2.00 0.00 0.00 0.27 0.73 0.93 0.07 0.00 Final Sat.: 1600 3181 19 1600 3200 0 0 436 1164 1486 114 0 ------------I---------------II---------------II---------------II----------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.23 0.23 0.00 0.31 0.00 0.00 0.01 0.01 0.01 0.01 0.00 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TJW Engineering HCM 2010 TWSC 203OWPAM 7: Pacific & Project Access 4127/2015 1111111,11 Int Delay, slveh 0.3 I'll ON= — 11,11 RIM 10111111 els ,vehifi- 6 „1175 82724 :14 3 Conflicting Peds, #!hr 0 0 0. p 0 S—W bontrnl Pie Free Free Free Stop Stop RT Channelized - None - None - None Storage Lengih - ii Vet in Median Storage, # 0 p 0 _ grade, % _ = .. - Peak Hour Factor 100 100 104 100 160 100 Heavy Veles, % '; 2: . 2 - :.2 2 2 -. Mvmt Flow 6 1175 827 24 14 3 PonFrfgFlow All 851. 0 - 0 7439 426.. Stage. 1.. - - - 839age 2..- C*a l Hdwy 4.14 6.84 6.94 0t" 146i Sig 1 5:84 _ Critical Hdwy Stg 5.84 _.. - Fo11[�w-up Hdwy 222 _ _ 3:52 m 3. .32 Pot Cap-1 Maneuver _ _ 783 _... - - - 124 577 _ 384 . _ - Stage 2511 .,..., - Platoon iilocked, 96 ...... _ ...... Mov Cap-1 Maneuver 783 - - - 121 577 Mov033 *euver 721 _Stage_ 1.. - 384 _ Stage- _ 5110' - M1111 I I IN HCM Control Delay, s 0.1 0 34 iqcm Los Capacq (vWh) - - 783 - 141 HCM ire VIC :Raflo - -Q:t31;i8 . - 0121 HCM Control Delay (s) - 9.6 4.1 34 i ii Lane L1S - :A: A ' D:` HCM 95th %tle Q(veh) - 0 - 0.4 14827-14839 Pacific Avenue TIA 4/21/2015 Forecast Year 2030 Wish Project PM Peak Hour Synchro 9 Light Report Page 1 ATTACIFVWNT #6 MITIGATION MONITORING PROGRAM LU _O ~a W 0.m o E a ui a • 2 P c Lp LU D FL u m to 0A .2A m to m 0 ILU a a U FL W L a F a4 g 02 0 J ti Z C Ea o E]- O 4 c 4; 5 R s2 W Q N ee F LL 0- mom. 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PACIFIC AVENUE BAID IN BALDittiflN PARK, GA 91706 (626) 813-5261 P,A,R,K TYPE OF APPLICATION V General Plan Amendment One Change Code Amendment Development Plan CRA Conceptual Approval Redevelopment Overlay Zone Variance Conditional Use Permit Administrative Adjustment V specific Plan Other APPLICATION INFORMATION Name of Applicants) GAT- 33 PA fZTt J5V-5 LL -C, Address ZS (0 3 MA-tZi ca PA sTP-Eu-r, To Nr -;F- , c -A 9 QS03 Phone N6.( -7P+) -7+9'-735T Capactty p W u � Owners) of Record C -k - 33 PA'ZTN X12.5, 44--r-- DwneCs Address Se'E A1300E PROPERTY INFORMATION Location )4T 2-i - 1'419-5'9 PA�•i FI L A -v erki u E Assessor Parcel Number(s) - 9 4 3 S r O Is-- o3I, - 0430- v'e`t Tract and Lot Number(s) Existing General Plan Designation Existing Zoning for each Parcel R- 3 - - Existing Land Use RES[Pew-nAt- - V Arr-A+,F7 L,kN P Code Section to be Amended - ---purpose of request--------_ .._..___..- CERTIFICATION STATEMENT: vwe acknowledge the filing of this application and certify that all the above information is true and agate and that [Ave have famiiiafted myself/our-selves with the relevant provision of the Baldwin Park Planning Division (Note: a person acting as agent of the owner of record mast complete and have notarized the attached Owner's Affidavit from the legal owner.) PW %3/� ignature Date Signature ---- Date FDR, GITY USE ONLY: File No: Fee: Received by Date: CITY OF BALDWIN PARK PLANNING DIVISION —, T—' D 14403 E. PACIFIC AVENUE BALDWIN PARK, CA 91706 BALDWIN (626) 813-5261 P, A• R' K 0 E C 2 8 2`015 E• TYPE OF APPLICATION PL!3i 1'tiNs �! 11- DTVISION X Tentative Tract Map Tentative Parcel Map Lot Line Adjustment APPLICATION INFORMATION *Name of Applicant(s) CAL 33 PARTNERS LLC Address 2863 MARICOPA STREET TORRANCE CA 90503 Phone No_(714).7-45-Z3315 __ Capacity, OWNER - - — *Owner(s) of Record CAL 33 PARTNERS LLC Owner's Address 2863 MARICOPA STREET TORRANCE CA 90503 Owner's Phone Number() 745-7335 --- *Engineer or Surveyor Name HERSEL M. AHAB,.PE -I AND DEVELOPMENT GONSULTANTS Address 1520 BROOKHOLLOW DRIVE SUITE 33 SANTA ANA CA 22705 Phone Number(714)5.5.7-7700 Registration Number RGE NO. 44560 PROPERTY INFORMATION Location 14827-14839 PACIFIC AVENUE Assessor Parcel Numbers) 8438-015-037, 0431 047 & 059 Existing Use of Property VACANT Proposed Use of Properly cir.tr;� F �a��a� Y R SIDENTIAL HOMES Number of Proposed Residential Unfts 47 Special Information APPLICATION_ IS FDR A 0E - LOT TENTATIVE TAT MAP FOR CONDOMINIUM PURPOSES CERTIFICATION STATEMENT: Ilwe acknowledge the filing of this application and certify that all the above information is true and accurate and that llwe have familiarized myselflourselves with the relevant provisions of the land subdivision process. (Note: a person acting as agent of the owner of record must complete and have notarized the attached Owner's Affidavit from the legal owner.) /1"2- - /9-/s" ignatu Date C�� 3�I1✓'�S �•�. Signature Date FOR CITY USE ONLY: Received by:d - Date: �-� JUSTIFICATION STATEMENT Tentative Tract No. 73354 Zone Change 1. The proposed use {residential townhomes) will bereft the adjoining neighborhood and justification City of Baldwin Park in a variety of ways. The proposed Pr(* vur11 pmvide new housing for existing residents of Baldwin Park, as well as attract new residents. This, in tum, will positively impact the economic growth of Baldwin Park and the businesses located throughout This development aims to enhance the adjoining neighborhood aesthetically and by providing improvements to the project frontages on Pacific Avenue. By creating a Specific Plan and focusing on enhancing this site, it is our hopes that this proposed development will save as a gateway project for the City of Baldwin Park. 2. This property, although vacant at this time, was zoned for RG (Residential Garden). The proposed Zone Change to Specific Plan vAll allow for a unique and aesthetically pleasing development, with specific architectural elements, Design Guidelines, approved seffiadcs, density, etc, and for an overall better product and project for the City of Baldwin Park. 3. The proposed use will not be detrimental to surrounding properties. The proposed development is a gated community and is intended to function independently without disturbance to neighboring properties. 4. There are no dead restrictions, to our knowledge, for the development of this properly. Specific Plan 1. Due to a change in ownership of the property, as well as changes to the economy, Justification neighborhood needs, and studies based on viable uses of the property, we feel these unique circumstances justify the need for this Specific Plan. The City is also completing a General Plan Amendment cwicurrentiy with this projects application. 2. After studying the existing property and the best uses of the land in relation to its locale, we feel confident that a residential community is the logical place and use for this project 3. This Specific Plan will not adversely affect the General Plan of the City. This site will no longer sit vacant, making it useful as a residential development This change in land use is beneficial to the City of Baldwin Park, introducing new residents and a greater sense of community. 4. There are no deed restrictions, to our knowledge, for the development of this property. General Plan This project is a portion of a General Plan Amendment being prepared for the City of Baldwin Amendment Park Included in this General Plan Amendment are parcels 8438.015-037, -043, -047, -059, -- 060, -061, -062, -080, and -105. Our project is the only one being developed at this time (parcels 8438-015-037, -043, -047, -059). The Land Use Element of the City of 8afdwfn Park General Pian indicates that the project site is located within an area identified as a "2020 General Plan Focus Area." The Pacific Avenue Focus Area includes the properties adjacent to the north and south of Pacific Avenue from just west of Big Dalton Avenue to just east of Puente Avenue and includes the project site. Fourteen Focus Areas have been identified throughout. the City and represent locations where long-term change and improvement are desired. These Focus Areas are considered by the City to be 'key opporbunity areas" for future commercial and industrial development. The General Plan contains policies that address the compatibility issues specific to the Focus Areas. These policies are focused on accommodating new development that complements and is compatible with existing land uses in each area. Further, these policies are aimed at allowing for the gradual elimination of non -conforming land uses in each area. improving the bufferbng of commercial uses from adjacat residential neighborhoods, and rezoning specific properties within the area to achieve compatibility. :i i PUBLIC WORKS DEPARTMENT COMMENTS CITY OF BALDWIN PARK CONDITIONS OF APPROVAL J 6 �ti A vPP`a. PROJECT: TM 75354 Pacific Ava A - GENERAL REQUIREMENTS 1 Planning a) band Use, Zoning, Setbacks, etc b) Conditions set forth in the Environmental Assessment (TENTATIVE) c) Prior to beginning plans and designs for building or for on-site improvements, the Planning Department will require submission of conceptual plans for staff review d) Building or on-site improvements will require Design Review coordinated by the Planning Department s) CC&F's wilt be required and must be finalized and approved by the City Attorney prior to Final Map approval Building & Safety a) Except for Demolition Pemvts, prior to issuance df any Building Pennits, the Final Map must be recorded or the existing legal property lines must not interfere with proposed project b) Plan decking and permitting is required by the Building and Safety Division prior to any work on buildings including: Foundation, Plumbing, Electrical, Ffaming, Roof, HVAC Public Worsts a) Adhere to State of Callfomia Subdivision Map Act b) Final Map 'r Based on field survey ✓ Closure Sheets Center% ties Boundary monuments Dedtathns, Offers ofOedkatbn, Easamerrts LJd* Easement c) Prior to Final Mays approval must have all designs and plans in Section E +� approved by the City or relevant agency d) Prior to Final Map Approval, must complete all conditioned off-site ✓ improvements or enter into a Subdivision Agreement satisfactory to the City Engineer which would guarantee full completion of all public improvements. e) Meet Los Angeles County Fire Department Access Requirements ✓ f) Meet Los Angeles County Fire Department Water Flow Requirements ✓ g) All contractors I developers must adhere to the City's C&D Ordinance, and ✓ obtain clearance for C&D on every construction permit h) Final Title Report I Guarantee, must be submitted and updated to within 90 ✓ days of Final Map approval ve Date: Septambor 15, 2016 COMPUEDICOMMENTS to Final Map approval If required by uW[ty companies sewer easement required ust oornpkte all off -sates or dep cash bond. Submit Engineering ;timate of improvements easements on reap CITY OF BALDWIN PARK CONDITIONS OF APPROVAL (TENTATIVE) U� PROJECT: TM 73354 Date: September 15, 2016 Pacific Ave REQUIRED? YES No COMPLIED I COMMENTS SECTION B - STUDIES REQUIRED 1 Traffic Impact Study ✓ Perform a Traffic Impact Study v 2 Hydrology Study a) Submit a SWPPP to the State Water Quality Control Board ,F b) Submit a Notice of Intent (NOl) and a SUSMP Evaluation Form to the Engineering Division for review and approval. ./ Requires wglinaness to serve from all utilities 3 Utility Availability I Sewer Capacity I Readiness -to -serve SECTION C - ON SITE IMPROVEMENTS REQUIRED 1 Demolition ,/ Demo all interfering structures prior to Final Map 2 Grading or Drainage ,I Incorporate LID`s into grading plan 3 Pad Certifxntion 4 Construct on-site pavement, minimum 3 -inch AC on 4 inch CAB or 6 inch PCC on compacted native soil or flinch PCC per soils report +/ Required as part of the Gradeng0rainage Plan and prior to Certificate of Occupancy 5 Construct trash enclosure, nominal size 5 feet X 9 feet with PCC slab J residential refuse service 6 Driveway ✓ This is a conventional intersection entry and driveway enty is not required. 7 Parking Stalls ✓ Incorporate the parking stag standard of 1(Y X 2('. 8 Landscaping ✓ As required by Planning Department SECTION D - OFF SITE IMPROVEMENTS REQUIRED 1 Utilities - Each parcel is required to have separate utilities a) Water ,/ Connection or service b) Elecirkal ,I Connection or service c) Gas J Connection or service d) Telephone, Cable d Connection or service e) Storm Drain, Catch Sams, Cuhrerts d Connection or service f) Sanilmy Sewer 4 Connection or semoe w i .v . :r 4�A A i 'ROJECT: TM 73354 Pacific Ave 2 Street improvements a) Roadway Improvements b) Curb & Gutter c) Curb Only d} Drive Approaches CITY OF BAWWIN PARK CONDITIONS OF APPROVAL (TENTATIVE) e) Wheel Chair Ramps f) Cross -Gutters g) Sidewalk- Install ffngabon and provide landscaping to parkways h) Landscaped Medians Q Street Trees j) Street Lob k) Tndft Signals 'cCTION E - PLANS REQUIRED 9 Site Plan - Show Edsbng (Must show sufficient information beyond the propert limits to appropriately propose and design improvements) a) Properly Nees, butiding(s) or sfruch re(s), grades, contours, tiEow tines, etc. b) Adjacent pubic improvements (sidewalk, curb&gutter, parkways, tees, street light hydrants) c) Adjacent underground & overhead ul+7ities (gas, sewer, wafer, storm drains, catch basins, powerpoles) Date: Seatember 15, 2016 YES NO COMPLIED 1 COMMENTS r ,r Entire frontage of property on Pacific Ave to close e)dsting drive approaches, for new drive approach and to repair e)dsting curb and gutter. Must also repair curb and gutter of adjacent parcels if damaged as a result of construction or subdivision work. r ADA Complaint d r Along entire frontage of properly on Pacific Ave. Must also repair sidewalk and parkway of adjacent parcels If damaged from construction or subdMsion work. .e Install Trees per plan ,f r CIN OF BALDWIN PARK CONbiT10A15 OF APPROVAL * (TENTATIVE) s PROJECT: TM 73354DaW: September 15, 2016 YES RR0I- RED7 M5 C0MPU ED 1 COMM ISITS 2 site plan - snow vroposea: - I I- — -- a) Properly Mos, demolition remits, proposed removals J b) Buildings / structures W app -c mate square footages), grades, contours, flow fines, J etc c) Public improvements interfacing with project (sidewalk drive -approaches J curb&guftr, parkways, bees, street tights, hydrants) d) Uhiity connections for each property and/or buAdhv(s) +r Q) Sufficient detaW to characterize proposed land devekapment project J 3 Grading or Drainage Plan, Post Construction BMP's J Grading plan required for the tract. 4 Erosion Plan and/or Construction BMP`s J 5 Storm Water Mitigation Plan g SUSMP Plan J As determined by SUSMP evaivation form (see attachment for further 7 Sewer Plan g Utility Plan a) Underground all utilitres to each urObuiiding b) Rekscate int%*nng underground Al ies c) Provide electrical power service - Obtain pian and permit approval from SCE d) Provide Sewer Lateral to property e} Separate sewer connection for each building f) Cap off existing sewer connechon that will no ionger be used Provide Il er service to each proposed parcel - Obtain plan approval and permit from Water company h) Separate water service for each budding or separate ownership 1) Replace existing old t substandard water service J Submit a sewer study report ,/ Submit a sewer pian that indicates sewer lateral to each unit. +r If required lay Fire Department ,/ Utilities are not allowed to cross proposed or eAsdng prop" lines J J 8" main lateral J Each unit must have independent sewer lateral. +/ Capping of sewers per LAC standard at profine. J ✓ Each unit must have independent wafer service J Per water company recommendation ]) lnstaN bacldlow device for domestic waterMndscepe irrigation, eertifised testing k) Upgrade aysft substandard hydrant 1) install new hydrant per Water Company Standard fu m) install fire sprinklers Satisfy Fire Aepantrnent e flow requirements J per water company standards J If required by Fire Department If required lay Fire Department re, If required by Fre Departmentn) i 1 fg CITY OF BALDWIN PARK CONDITIONS OF APPROVAL s (TENTATIVE) r 'znh v�Rt' PROJECT: TM 73354Date: September 16, 2016 RFOLln4EQ7 YES NO COWUED r COMMENTS 9 a) Remove existing driveway approach that willf no longer be used Replace depiessed curb & gutter b) .Conskuct PCC driveway approach 6 -inches thick per City Standard c) Constaxt wheel chair ramp per City Standard d) R&R broken concrete sidewallc acyacent to properly e) R&R broken cuihk_ft ter adjacent to praperty f) R&R roadway pavement section & street improvements as noted. Pavement section requires approval by City Engineer g) Install stiaet fights h) Provide channefta5fon or striping plan for the roadway pavement improvements i) Plant parkway trees per City Standard and City Master Tree Plan, 24 -inch box minimum (15 galbn bee agowed if parkway is irrigated) D Conshzict tree wells per City Standard wifh bee grates (con'n»erraat areas) 10 Traffic Control Plan ECTIO.N F - PERMITS REQUIRED A permit from Pubhc Works is Mqufr®d for aA affsfte imprnye 1 Demolition (driveways., curb and gutter, etc. on Pacific Ave) Z Construction & Demolition Debris Permit 3 General Construction Activity Storm Water Permit (GCASWP) 4 Grading or Drainage 5 Utility Permits from each utility owner 6 Sewer Connection Permit (city owned sewer system) 7 Excavation permit from the City for all utility installations in the Public ROW a Construction Permit for Offsite Improvements (street improvements) 9 Building Permits as necessary from B&S IrI j I If Drive approach must align with 11 prapased driveway I use commercial driveway standard ✓ City reserves the right to require replacement of broken SJW City reserves the right to require replacement of broken C&G ✓ Cap Lr irdy trends per City standard City Master :e condition D-2 plant 24" box trees any period during constnrc ng which public streets are ✓1 1 Must be completed before final map One permit before Demo, separate permit for Construction. ✓ GCASWP must be obtained prior to Grading Permit Issuance (see Attachment for further details) ,F Grading permit before building permit WEa need to also pay for Sewer Capital Fees .(see Fees Section) w , CITY OF BALDWIN PARK CONDITIONS OF APPROVAL p (TENTATIVE) PROJECT: TM 73354 Date: September 15, 2016 Pacific Ave REQUIRED? LYES NO COMPLIM 1 COMMENTS SECTION G - FEES & ASSESSMENTS REQUIRED See attached fee schedules - subject to change by City council action. Fee charged will be the effective fee at the time of fee payment ff off-slfe improvements are not bonded far, payment for permits is Oggred prior are bonded for, payment for permits is not required prior to Final Map recordation. to Final Map recordation. poffsite improvements 'r 1 Plan Checks a) Pay Final Map fee ✓ See Public Works flee schedule (attached) b) Pay Grading Plan Check fee (fee based on import 1 export - must submit quantity estimate) ✓ See Public Works fee schedule ( ✓ See Public Works fee schedule (attached) c) Pay Drainage Plan Check Fee d) Pay Erosion Control Plan Check Fee ✓ See Public Works fee schedule (attached) e) Pay Storm Water Mitigation Plan Check Fee ✓ See Public Wafts fee schedule (attached) f) Pay Sewer Plan Check fee (fee based an materials cost - must submit cost estimate of sewer improvements material) ✓ See Public Waits fee schedule (attar g) Pay Plan Check fees for Off -Site 1 Public improvements (fee based on cost - must submit cost estimate of public improvements) ✓ See Pubic Works flee schedule (aftached)l h) Pay Plan Check fines for On-Site I Building Improvements ✓ Issued by Buikiing & Safety D'rvislon, check with that Division 2 Permits ✓ ✓ Issued by Building & Safety Division, check with that Division a) Pay for Demolition Permit I On-Site Improvements b) Pay for Construction & Demolition Debris Permit See Pubic Works fee schedule (attached) c) Pay for Grading I Drainage Permit I On-Site Improvements to PW ✓ See Public Works fee sdheduie (attached) d) Pay for Building Permit I On-Site Building improvements to B&S ./ Issued by Building & Safety Division, check with that Division B) Pay for Excavation Permit / Off-Sites to PW (for utilities) ✓ See Public Works flee schedule (attached) f) Pay for Sewer Permit & Inspection ./ $540 for each saddle installed, $104 for each dwelling unit added g) Pay for Construction Permit / Off -Site Street Improvements to PW ✓ See Public works fee schedule (attached) CITY OF BALDWIN PARK CONDITIONS OF APPROVAL (TENTATIVE) '.p4 - _ A h e F PROJECT: TM 73354 Data: September 15, 2016 Pacific Ave REQUIRED? YES NO 1 COMMENTS 3 Assessments 'r a) Special Assessments +f As'determined Planning and County for sewer and flood control. b) School Fees +fi As determined by Building & Safety c) Traffic Impact As determined by Planning ,r LAC San. Districts d) Sewer Connection Fees 'r e) Pay sewer capital facility charge f) Quimby d As determined by Planning Department 4 Subdivision Agreement +� Cash bond only prior to Final Map. All offsites must be completed prior to Cert wta of Occupancy. a) Provide performanoe bond b) Provide labor and material bond Complied by: Carlos Aguirre Reviewed David Lopez Approved by: Director of Public Works ATTACHMENT #9 LOS ANGELES COUNTY FIRE DEPARTMENT COMAIENTS rrf o F COUNTY OF LOS ANGELES FIRE DEPARTMENT ``�:•' =,gip. FIRE PREVENTION DIVISION Land Development Unit 5823 Rickenbacker Road Commerce, CA 90040 MAY Q 3 2616 Telephone (323) 890-4243, Fax (323) 890-9783 CITY Chi 13 A.- WfN Pr PROJECT: TTM 73354 MAP DATE: FDRk426NhN;Gj LOCATION: 14827 —14839 Pacific Avenue, Baldwin Park PLANNER: Abraham Tellez REVISED CONDITIONS: Supersedes Fire Dept. Comments Dated 08107/2015 THE FIRE DEPARTMENT RECOMMENDS CLEARANCE OF THIS PROJECT TO PROCEED TO PUBLIC HEARING AS PRESENTLY SUBMITTED WITH THE FOLLOWING CONDITIONS OF APPROVAL. FINAL MAP REQUIREMENTS 1. Access as noted on the Tentative and the Exhibit Maps shall comply with Title 21 (County of Los Angeles Subdivision Code) and Section 503 of the Title 32 (County of Los Angeles Fire Code), which requires an all-weather access surface to be clear to sky. 2. A copy of the Final Map shall be submitted to the Fire Department for review and approval prior to recordation. 3. The driveways required for fire apparatus access shall be indicated on the Final Map as "Private Driveway and Fire lane" with the widths clearly depicted. 4. The private access within the development shall be indicated as "Private Driveway" on the Final Map. The required fire apparatus access, the fire lanes and turnarounds, shall be labeled as "Fire Lane" on the Final Map. Any proposed parking area, walkway, or other amenities within the private driveway shall be outside the required fire lane. Clearly delineate on the Final Map and submit to the Fire Department for approval. STANDARD CONDITIONS OF APPROVAL — ACCESS 1. All on-site Fire Department vehicular access roads shall be labeled as "Private Driveway and Fire Lane" on the site plan along with the widths clearly depicted on the plan. Labeling is necessary to assure the access availability for Fire Department use. The designation allows for appropriate signage prohibiting parking. Reviewed by: Wally Collins Date: April 28, 2016 Page 1 of 5 3=7, COUNTY OF LOS ANGELES FIRE DEPARTMENT FIRE PREVENTION DIVISION �'OARcse�_. Land Development Unit 5823 Rickenbacker Road Commerce, CA 90040 Telephone (323) 890-4243, Fax (323) 890-9783 PROJECT: TTM 73354 MAP DATE: FD 04/28/16 LOCATION: 14527 —14839 Pack Avenue, Baldwin Park PLANNER: Abraham Tellez 2. Fire Department vehicular access roads must be installed and maintained in a serviceable manner prior to and during the time of construction. Fire Code 501.4 3. All fire lanes shall be clear of all encroachments, and shall be maintained in accordance with the Title 32, County of Los Angeles Fire Code. 4. The edge of the fire access roadway shall be located a minimum of 5 feet from the building or any projections there from. 5. The Fire Apparatus Access Roads and designated fire lanes shall be measured from flow line to flow line. 6. Provide a minimum unobstructed width of 20 feet, exclusive of shoulders and an unobstructed vertical clearance "clear to sky" Fire Department vehicular access to within 150 feet of all portions of the exterior walls of the first story of the building, as measured by an approved route around the exterior of the building. Fire Code 503.1.1 & 503.2.1 7. The required 20 foot wide driving surface shall be increased to 26 feet when fire hydrants are required. The 26 -foot width shall be maintained for a minimum of 25 linear feet on each side of the hydrant location. 8. If the Fire Apparatus Access Road is separated by island, provide a minimum unobstructed width of 20 feet, exclusive of shoulders and an unobstructed vertical clearance "clear to sky" Fire Department vehicular access to within 150 feet of all portions of the exterior walls of the first story of the building, as measured by an approved route around the exterior of the building. Fire Code 503.1.1 & 503.2.2 9. The dimensions of the approved Fire Apparatus Access Roads shall be maintained as originally approved by the fire code official. Fire Code 503.2.2.1 10. Fire Department vehicular access roads shall be provided with a 32 foot centerline turning radius. Fire Code 503.2.4 Reviewed by: Wally Collins Date: April 28, 2016 Page 2 of 5 COUNTY OF LOS ANGELES FIRE DEPARTMENT FIRE PREVENTION DIVISION Land Development Unit 5823 Rickenbacker Road Commerce, CA 90040 Telephone (323) 890-4243, Fax (323) 890-9783 PROJECT: TTM 73354 MAP DATE: FD 04/28/16 LOCATION: 14827 — 14839 Pacific Avenue, Baldwin Park PLANNER: Abraham Tellez 11, Fire Apparatus Access Roads shall be designed and maintained to support the imposed load of fire apparatus weighing 75,000 pounds, and shall be surfaced so as to provide all-weather driving capabilities. 12. Provide approved signs or other approved notices or markings that include the words "NO PARKING - FIRE LANE". Signs shall have a minimum dimension of 12 inches wide by 18 inches high and have red letters on a white reflective background. Signs shall be provided for fire apparatus access roads, to clearly indicate the entrance to such road, or prohibit the obstruction thereof and at intervals, as required by the Fire Inspector. Fire Code 503.3 13. Fire Apparatus Access Roads shall not be obstructed in any manner, including by the parking of vehicles, or the use of traffic calming devices, including but not limited to, speed bumps or speed humps. The minimum widths and clearances established in Section503.2.1 shall be maintained at all times. Fire Code 503.4 14. Traffic Calming Devices, including but not limited to, speed bumps and speed humps, shall be prohibited unless approved by the fire code official. Fire Code 503.4.1 15. Approved building address numbers, building numbers or approved building identification shall be provided and maintained so as to be plainly visible and legible from the street fronting the property. The numbers shall contrast with their background, be Arabic numerals or alphabet letters, and be a minimum of 4 inches high with a minimum stroke width of 0.5 -in -ch. Fire Code 505.1 Reviewed by: Wally Collins Date: April 28, 2016 Page 3 of 5 -fIFiB .' COUNTY OF LOS ANGELES FIRE DEPARTMENT FIRE PREVENTION DIVISION Land Development Unit 5823 Rickenbacker Road Commerce, CA 90040 Telephone (323) 890-4243, Fax (323) 890-9783 PROJECT: TTM 73354 MAP DATE: FD 04/28/16 LOCATION: 14827 —14839 Pacific Avenue, Baldwin Park PLANNER: Abraham Tellez 16. Gate Requirements: a. When security gates are provided, maintain a minimum access width of 20 feet. The security gate shall be provided with an approved means of emergency operation, and shall be maintained operational at all times and replaced or repaired when defective. Electric gate operators, where provided, shall be listed in accordance with UL 325. Gates intended for automatic operation shall be designed, constructed and installed to comply with the requirements of ASTM F220. Gates shall be of the swinging or sliding type. Construction of gates shall be of materials that allow manual operation by one person. Fire Code 503.6 b. The method of gate control shall be subject to review by the Fire Department, prior to clearance to proceed to public hearing. C. The keypad location shall be located a minimum of 50 feet from the public right-of-way. d. Provide a Fire Department approved Turn -around prior to entering the gates. f. All locking devices shall comply with the County of Los Angeles Fire Department Regulation 5, Compliance for Installation of Emergency Access Devices. STANDARD CONDITIONS OF APPROVAL — WATER STSTEM 1. All fire hydrants shall measure 6"x 4"x 2-112" brass or bronze, conforming to current AWWA standard C503 or approved equal, and shall be installed in accordance with the County of Los Angeles Fire Department Regulation 8. 2. All required PUBLIC fire hydrants shall be installed, tested and accepted prior to beginning construction. Fire Code 501.4 Reviewed by: Wally Collins Date: April 28, 2016 Page 4 of 5 COUNTY OF LOS ANGELES FIRE DEPARTMENT FIRE PREVENTION DIVISION Land Development Unit 5823 Rickenbacker Road Commerce, CA 90040 Telephone (323) 890-4243, Fax (323) 890-9783 PROJECT: TTM 73354 MAP DATE: FD 04/28/16 LOCATION: 14827 -- 14839 Pacific Avenue, Baldwin Park PLANNER: Abraham Tellez 3. All private on-site fire hydrants shall be installed, tested and approved prior to building occupancy. Fire Code 901.5.1 4. The required fire flow for the public and private on-site fire hydrants for single family residential homes less than a total square footage of 3600 feet is 1250 gpm at 20 psi residual pressure for 2 hours with one public fire hydrant flowing. Any single family residential home 3601 square feet or greater shall comply too Table B105.1 of the Fire Code in Appendix B. 5. All on-site fire hydrants shall be installed a minimum of 10 feet from a structure or protected by a two (2) hour rated firewall. Fire Code Appendix C106 6. The flow test performed for the existing public fire hydrant on Pacific Avenue across the street from the proposed development by Valley County Water District on 04/02/2015 is adequate for this project. 7. An approved automatic fire sprinkler system is required for each proposed single family residence within this development. Submit design plans to the Fire Department Sprinkler Plan Check Unit for review and approval prior to installation. 8. A 3 -foot clear space shall be maintained around the circumference of all fire hydrants. Fire Code 507.5.5 For any questions regarding the report, please contact FPEA Wally Collins at (323) 890- 4243 or at Wally. Collinsfire.lacoun -or . Reviewed by: Wally Collins Date: April 28, 2016 Page 5 of 5 ATTACHMENT #10 LOS ANGELES COUNTY SANITATION DISTRICT COMMENTS WF -FR RECLAWK"OH soot; WASTE -I' -1-1-1 COUNTY SANITATION DISTRICTS OF LOS ANGELES COUNTY 1955 Workman Mill Rood, Whittier, CA 90601-1400 Mailing Address. P.O. Box 4998, whinier, CA 90607.4998 Telephone: (562) 699-7411, FAX: (562) 699-5422 www.lotsd.org Mr. Abraham TeIlez Associate Planner Planning Division City of Baldwin Park 14403 East Pacific Avenue Baldwin Park, CA 91706 Dear Mr. Tellez: GRACE ROBINSON HYDE Chief Engineer and General Manager February 18, 2016 Ref File No.: 3611183 RE(.-.--`1E1VED f;il � a 2016 �r --r,.>-rG T)T FTQTO\3 Comment Letter for Tentative Tract map No. 73354 The County Sanitation Districts of Los Angeles County (Districts) received the letter and plans for the subject project forwarded by your office on February 5, 2016. The proposed development is located within the jurisdictional boundaries of District No. 15. We offer the following comments regarding sewerage service: I . The wastewater flow originating from the proposed project will discharge to a local sewer line, which is not maintained by the Districts, for conveyance to the Districts' Joint Outfall H Unit 8J Trunk Sewer, located in a private right of way southeast of the intersection of Big Dalton Avenue at Corak Street. The Districts' 15 -inch diameter trunk sewer has a design capacity of 2.4 million gallons per day (mgd) and conveyed a peak flow of i .1 mgd when last measured in 2009. 2. The wastewater generated by the proposed project will be treated at the San Jose Creek Water Reclamation Plant (VW) located adjacent to the City of Industry, which has a design capacity of 100 mgd and currently processes an average flow of 67.4 mgd, or the Whittier Narrows WRP located near the City of South El Monte, which has a design capacity of 15 mgd and currently processes an average flow of 5.2 mgd. 3. The expected average wastewater flow from the proposed project, described in the map as 47 detached townhomes, is 12,220 gallons per day. For a copy of the Districts' average wastewater generation factors, go to www.lacsd.ora Wastewater & Sewer Systems, click on Will Serve Program, and click on the Table 1 Loadings for Each Class of Land Use link. 4. The Districts are empowered by the California Health and Safety Code to charge a fee for the privilege of connecting (directly or indirectly) to the Districts' Sewerage System or for increasing the strength or quantity of wastewater discharged from connected facilities. This connection fee is a capital facilities fee that is imposed in an amount sufficient to construct an incremental expansion of the Sewerage System to accommodate the proposed project. Payment of a connection fee will be required before a permit to connect to the sewer is issued. For more information and a copy of DDC: 43616691.D15 Recycled Paper t Mr. Abraham Tellez -2- February 18, 2016 the Connection Fee Information Sheet, go to www.lacsd.org, Wastewater & Sewer Systems, click on Will Serve Program, and search for the appropriate link. In determining the impact to the Sewerage System and applicable connection fees, the Districts' Chief Engineer will determine the user category (e.g. Condominium, Single Family Dome, etc.) that best represents the actual or anticipated use of the parcel or facilities on the parcel. For more specific information regarding the connection fee application procedure and fees, please contact the Connection Fee Counter at (562) 908-4288, extension 2727. In order for the Districts to conform to the requirements of the Federal Clean Air Act (CAA), the design capacities of the Districts' wastewater treatment facilities are based on the regional growth forecast adopted by the Southern California Association of Governments (SCAG). Specific policies included in the development of the SCAG regional growth forecast are incorporated into clean air plans, which are prepared by the South Coast and Antelope Valley Air Quality Management Districts in order to improve air quality in the South Coast and Mojave Desert Air Basins as mandated by the CCA. All expansions of Districts' facilities must be sized and service phased in a manner that will be consistent with the SCAG regional growth forecast for the counties of Los Angeles, Orange, San Bernardino, Riverside, Ventura, and Imperial. The available capacity of the Districts' treatment facilities will, therefore, be limited to levels associated with the approved growth identified by SCAG. As such, this letter does not constitute a guarantee of wastewater service, but is to advise you that the Districts intend to provide this service up to the levels that are legally permitted and to inform you of the currently existing capacity and any proposed expansion of the Districts' facilities. If you have any questions, please contact the undersigned at (562) 908-4288, extensign 2717. Very "Iy yon, oa Raza Customer Service Specialist Facilities Planning Department AR:ar cc: M. Sullivan M. Tatalovich DOC: 0616691.D15 ATTACFENIENT #11 CITY COUNCIL RESOLUTION PC 2416-158 RESOLUTION 2016-158 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BALDWIN PARK APPROVING AND ADOPTING THE MITIGATED NEGATIVE DECLARATION OF ENVIRONMENTAL IMPACT FOR A GENERAL PLAN AMENDMENT, A ZONE CHANGE, A SPECIFIC PLAN TO FACILITATE THE DEVELOPMENT OF A 47 -UNIT SINGLE- FAMILY DETACHED GATED CONDOMINIUM PROJECT, AND FOR A TENTATIVE TRACT MAP. (LOCATION: 14837- 14839 PACIFIC AVENUE; ASSESSOR'S PARCEL NUMBERS: 8438-015-037, -043, -047, -059, -065 THROUGH -103, -060, -061, -062, -105; APPLICANT: CAL 33 PARTNERS, LLC; CASE NUMBERS: AGP-118, Z-555, TM -73354, AND SP 16-01) WHEREAS, in connection with the proposed general plan amendment, zone change, specific plan, and tentative tract map was prepared on behalf of the Planning Division, a Mitigated Negative Declaration of Environmental Impact, pursuant to the California Environmental Quality Act (CEQA). WHEREAS, the Mitigated Negative Declaration, which is attached hereto as Exhibit A and incorporated herein as if fully set forth, was made available for public review and comment pursuant to law. WHEREAS, the Mitigated Negative Declaration has been prepared incorporating any comments received during the review period and any responses to those comments. WHEREAS, the City Council has read and considered the Mitigated Negative Declaration. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF BALDWIN PARK DOES HEREBY RESOLVE AS FOLLOWS: that: SECTION 1. The City Council does hereby find, determine and declare a) An Initial Study and Mitigated Negafive Declaration of Environmental Impact were prepared for the Project in accordance with the provisions of the California Environmental Quality Act (CEQA) and the State CEQA Guidelines. b) The Initial Study and Negative Declaration were made available to the public for review and comment from August 18, 2016 to September 8, 2016 as required by law. Resolution 2016-168 Page 2 c) A properly noticed public hearing was held by the Planning Commission of the City of Baldwin Park on September 28, 2016, October 26, 2016, and November 9, 2016, at which time evidence was heard on the Initial Study and Mitigated Negative Declaration. At the hearing, the Planning Commission fully reviewed and carefully considered that evidence and the Planning Commission recommended approval of the mitigated negative declaration for the Project. d) A properly noticed public hearing was held by the City Council of the City of Baldwin Park on December 7 2016, at which time evidence was heard on the Initial Study and Mitigated Negative Declaration. At the hearing, the City Council fully reviewed and carefully considered them, together with any comments received during the public review period. SECTION 2. The City Council reviewed and considered the Mitigated Negative Declaration of Environmental Impact and determined the Project will not have a significant impact on the environment. The Mitigated Negative Declaration of Environmental Impact is therefore hereby approved. SECTION 3. The City Clerk shall certify to the adoption of this Resolution and forward a copy hereof to the Secretary of the Planning Commission. PASSED AND APPROVED this 7th day of December, 2016 MANUEL LOZANO MAYOR Resolution 2016-158 Page 3 ATTEST: STATE OF CALIFORNIA COUNTY OF LOS ANGELES SS. CITY OF BALDWIN PARK I, ALEJANDRA AVILA, City Clerk, of the City of Baldwin Park, do hereby certify that the foregoing Resolution No. 2016-158 was duly and regularly approved and adopted by the City Council of the City of Baldwin Park at a regular meeting thereof, held on the 7th day of December, 2016 by the following vote: AYES: COUNCIL MEMBERS: NOES: COUNCIL MEMBERS: ABSENT: COUNCIL MEMBERS: ABSTAIN: COUNCIL MEMBERS: ALEJANDRA AVILA CITY CLERK ATTACHMENT #12 CITY COUNCIL RESOLUTION PC 2016-159 RESOLUTION 2016-159 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BALDWIN PARK ADOPTING THE FINDINGS OF FACT AND APPROVE A GENERAL PLAN LAND USE MAP AMENDMENT, A TENTATIVE TRACT MAP, AND A SPECIFIC PLAN TO SUBDIVIDE FOUR LOTS INTO FORTY-EIGHT FOR A 47 -UNIT DETACHED GATED CONDOMINIUM PROJECT AND ONE COMMON LOT WITHIN THE R -G (RESIDENTIAL GARDEN) AND MU -2 (MIXED USE 2) ZONES (LOCATION: 14837-14839 PACIFIC AVENUE; ASSESSOR'S PARCEL NUMBERS: 8438-015-037, -043, -047, -059, -065 THROUGH -103, - 060, -061, -062, -105; APPLICANT: CAL 33 PARTNERS, LLC; CASE NUMBERS: AGP-118, Z-555, TM -73354, AND SP 16-01). THE CITY COUNCIL OF THE CITY OF BALDWIN PARK DOES HEREBY RESOLVE AS FOLLOWS: SECTION 1. That the City Council of the City of Baldwin Park does hereby find, determine, and declare as follows: (a) That applications ("Applications") for a General Plan Amendment (AGP-118), Specific Plan (SP 16-01), and Tentative Tract Map (TM -73354) were submitted on behalf of the owner of certain real property, identified by Los Angeles County Assessor's Parcel Numbers: 8438-015-037, -043, -047, -059, -065 THROUGH -103, -060, -061, -062, - 105, in the City of Baldwin Park, described more particularly in the Applications on file with the City Planner; and (b) The Applications are sought to allow the approval of: (1) a General Plan Amendment (AGP-118) to change the land use designation from Garden Multi -Family Residential or Mixed Use to Multi -Family Residential (Section 153.210 Part 16); (2) a Specific Plan (SP 16-01) for the development of forty-seven (47) detached condominiums (Section 153.110); and (3) a tentative tract map to subdivide four (4) lots into forty- eight (48) properties for a 47 -unit detached condominium project with one (1) common lot (Table 152.10 in the City's Municipal Code); and (c) That a duly noticed public hearing was held on said Applications by the City Council, and based upon evidence presented including applicable staff reports for the General Plan Amendment, Zone Change, Specific Plan and Tentative Tract Map and each member of the City Council being familiar with the properties, it was determined that the facts as required by the Baldwin Park Municipal Code for the granting of Resolution 201E-159 Paae 2 such Applications are present and that the City Council should approve the General Plan Amendment, Specific Plan, and the Tentative Tract Map; and SECTION 2. The City Council does hereby adopt the following Findings of Fact applicable to all General Plan Amendments: a) The amendment is consistent with the goals, policies and objectives of the General Plan. The general plan amendment would be consistent with the goals, policies and objectives of the General Plan in that it would allow for a change of the residential land use density of the major project site for a higher density as well as changing the land use designations for the remainder project properties so as not to create a `spot zoning' issue. Specifically, the general plan amendment, which consists of changing the land use designation from Garden Multi -Family Residential or Mixed Use to Multi-Famify Residential, would satisfy Goal 2.0 of the Land Use Element which states that the City should accommodate new development that is compatible with and complements existing conforming land uses; and b) The amendment will not adversely affect surrounding properties. The general plan amendment would place a vacant property into a specific plan overlay district in order to develop the property as a part of a comprehensive plan for a forty-seven (47) unit detached condominium development. The development of this vacant property would complement and enhance adjacent residential and commercial areas; and c) The amendment promotes public health, safety and general L welfare. The general plan amendment would promote the public health, safety and general welfare of adjacent development and the City as a whole because it would provide for the development of a property that is currently vacant. The general plan amendment would further the goal to improve the area with a detached condominium development that increases the city's housing stock and would enhance the areas and properties around the site; and d) The amendment serves the goals and purposes of the zoning code. The general plan amendment in conjunction with a zone change serves the goals and purposes of the zoning code in that it provides for the orderly development of a new detached condominium community on an area that is currently vacant. For consistency between general plan land use and zoning, the general plan amendment would allow for the zone to be changed to allow High Density Residential and the Specific Plan Overlay, which would result in the proposed development. Policy 3.3 of the Housing Element encourages consistency between the Resolution 2016-159 Paae 3 general plan land use designation and zoning classification. SECTION 3. The City Council does hereby adopt the Findings of Fact applicable to all Specific Plans: a) The specific plan is consistent with and provides for the orderly, systematic and specific implementation of the General Plan. The specific plan is consistent with the goals, policies and objectives of the General Plan, in that it provides for the orderly development of a specific detached condominium housing development with up to a maximum of 47 detached dwelling units. The specific plan is located within an area that includes residential and commercial properties. The site is currently vacant. Goal 3.0 of the General Plan Land Use Element calls for the revitalization of deteriorating land uses and properties; and b) The land use and development regulations within the specific plan are comparable in breadth to regulations contained in this chapter. The development regulations outlined within the specific plan amendment are consistent with the purpose and intent of the Multi -Family Residential (R3) Zone in that they allow for the development of a single family detached condominium project (including private yards, garages, and common amenities) that provides a traditional single-family detached housing community at higher density; and c) The specific plan will not adversely affect the public health and safety or result in incompatible land uses. This specific plan allows for the comprehensive development of a forty-seven (47) unit single- family, detached gated condominium development. The specific plan covers a 3.17 acre site that is located on a prominent intersection within the City. Currently the site is vacant and an eyesore to the public, resulting in blight within the property and to those areas surrounding the site. Development of a new residential community, as proposed in the specific plan, would enhance adjacent residential and commercial properties; and d) The specific plan provides the framework to phase and pace growth within the specific plan area as to ensure completion of all necessary public facilities concurrently with completion of development entailed in the specific plan. The specific plan is not phased. It is anticipated that the developer, Cal 33 Partners, LLC will construct the 47 unit single-family detached condominium project in one phase. Development of the proposed project will comply with the development standards and design guidelines contained within the specific plan; and e) The specific plan identifies adequate financing mechanisms for the infrastructure and public facilities required to support the development. The Applicant shall be required to provide all infrastructure as required by the City and any outside utility companies to the project site Resolution 2016-159 Paae 4 as part of not only the Specific Plan, but also the tentative tract map (TM - 73354). There are no financing mechanisms noted in the specific plan and financing of the infrastructure and the overall development will be completely borne by the Developer. Maintenance of all common areas and gated access will be the responsibility of the homeowners association, established through the Covenants, Conditions and Restrictions (CC&Rs) for the project. SECTION 4. The City Council does hereby adopt the Findings of Fact applicable to Tentative Tract Maps.- a) aps: a) Adequate systems designed, and constructed to provide all necessary utilities to each lot proposed to be created, including, but not limited to, facilities for water, natural gas, electricity, cable television and telecommunications telephone services. Requests for comments/conditions on the proposed tract map were sent to outside entities as indicated in the staff report on February 3, 2416. The following agencies responded: Los Angeles County Sanitation District and Los Angeles County Fire Department. Comments and conditions from the responding agencies have been addressed in the findings and are included, as applicable, as conditions of approval of the tentative tract map. Additionally, staff includes a general condition of approval that any and all conditions and requirements from outside agencies and utility companies shall be met or provided for prior to finalizing the tentative tract map. Accordingly, the proposed project, with the recommended conditions of approval from the various utility companies, would have all necessary utilities. b) An adequate domestic water distribution system designed and constructed to service each lot proposed to be created. The subject property is serviced by Valley County Water District. The proposed project will be connected through new water service to the units. The Public Works Department has also indicated that each unit is required to have separate water service. As a result, the proposed units would be serviced by an adequate domestic water distribution system approved by the Fire Department. As conditioned, the proposed units would be serviced by an adequate domestic water distribution system. c) An adequate sewage system designed and constructed to serve each lot proposed to be created. The Sanitation District of Los Angeles County (District) has issued a letter which is summarized as follows: (1) wastewater flow will discharge into a Resolution 2016-159 Paae 5 local sewer line not maintained by the District; (2) generated wastewater is treated at the San Jose Creek Water Reclamation Plant or the Whittier Narrows Water Reclamation Plant; (3) the expected increase in average wastewater flow will be approximately 12,220 gallons per day (260 gallons per new dwelling unit); and (4) a connection fee shall be paid as determined by the Sanitation District (Attachment #9). d) An adequate storm water drainage system designed and constructed to serve each lot proposed to be created. Pursuant to the Public Works Department's comments (Attachment #7), the Applicant will not be required to provide off-site improvements relating to storm water drainage dependent upon review and approval of a submitted grading plan for the properties. However, any proposed construction will be subject to the City's Development Impact Fee, Flood Control. Provided that the Applicant meets the conditions of approval and the grading plan is approved, there should be adequate storm water drainage for each lot. e) An adequate public and/or private street and/or alley system designed and constructed to serve each lot proposed to be created. The City's Public Works Department has determined that there is an adequate public street system to serve the project. However, certain conditions of approval are required that relate to the public right-of-way and include construction of drive approaches which meet ADA requirements, ADA compliant wheel chair ramp, installation of street trees, and replacement/reconstruction of any damaged public right-of-way or street improvements during the construction process in accordance with the City's current standards. The internal roadway will be gated and privately owned and maintained by the homeowners association. f) An adequate traffic regulatory system, including necessary traffic signals, signs, pavement markings and stripings. The City's Public Works Department has concluded the current conditions provide for an adequate traffic regulatory system, however, specific improvements are required to the public right-of-way including street tree planting, new parkway irrigation and landscaping, ADA compliant wheel chair ramp, new drive approach construction and rep lacement/reconstruction of any damaged existing improvements as a result of the new construction. These requirements are outlined in through the Public Works Conditions of Approval. As such, the project will adequately mitigate any traffic impacts. Resofubon 2016-159 Page 6 g) The undergrounding of utilities pursuant to Chapter 97, part 2 (Underground Utility Districts) of the Municipal Code. Pursuant to Chapter 97, part 2 of the City's Municipal Code, the Applicant shall be required to underground the utilities, not only to the site, but to each individual property. This requirement is also addressed as part of the overall plan check requirements for not only review of the final map, but also the proposed construction of any new dwelling units. h) Any and all other improvements found necessary by the City to provide all services to each lot proposed to be created. Staff is of the opinion that, provided that the Applicant obtains approval by the City Council on the tract map and the related general plan amendment, zone change, specific plan, and meets and or exceeds the conditions of approval, the lot(s) would have adequate service and could be subdivided consistent with the Gigs codes. i) In addition to the improvements as required by the City's Municipal Code and Departments, there are also design requirements for the proposed tentative tract map that need to be met. Pursuant to Section 152.12 of the City's Municipal Code, the design of the subdivision shall conform to the requirements of this Chapter 152, any and all design requirements set forth in the General Plan, the design and development standards established for the associated zoning district per the Zoning Code, the applicable design guidelines set forth in the Design Guidelines Manual, generally accepted engineering standards, and to such standards required by the City, including, but not limited to, plans for grading and erosion control. The Planning Division has reviewed the proposed subdivision in conjunction with the proposed specific plan and the proposed lots each meet the minimum development standards contained within the Municipal (Zoning) Code, including, minimum lot size, lot depth, and lot width, in addition to those conditions and development standards contained in the specific plan. As a condition of approval, any existing structures located on the property shall be demolished or brought into conformance with the current Zoning Code and/or adopted specific plan amendment standards prior to the tract map being finalized. Additionally the tentative tract map is consistent with Goal 2.0 of the Land Use Element of the General Plan which states "accommodate new development that is compatible with and compliments existing conforming land uses" as the proposed lots meet the existing development standards contained in the Code. Resolution 2016-159 Paqe 7 Any future development on the subject properties will be subject to the Specific Plan SP 16-01, provided it is adopted by the City Council, otherwise, any future development will be subject to the current density for the respective zoning designation, development standards, design guidelines, and processes at the time of submittal. The Public Works Department, as part of their comments, has included a requirement for the Applicant to submit plans relating to grading and erosion control for review and approval. SECTION 5. The City Council does hereby adopt the Conditions of approval applicable to Tentative Tract Maps: a) The subject property shall be subdivided and maintained in substantial compliance with Exhibits `A' and 'B' dated November 9, 2016; and b) Covenants, conditions, and restrictions (CC&R's) and a Homeowner's Association (HOA) (or equivalent) as approved by the California Department of Real Estate shall be incorporated into the development. CC&R's shall be subject to review and approval by the City Attorney's Office at the expense of the Applicant; and c) Language shall be included in the CC&R's which prohibit property owners and/or the HOA from purposely damaging and/or removing trees from private property without the City's (Tree Officer) written approval; and d) Language shall be included in the CC&R's that prohibit bright floor light fixture placement along the street side elevations of the dwelling units; and e) The Homeowner's Association (HOA) or equivalent, or the CC&R's shall be responsible for the following: i. On-going maintenance and upkeep of any trees in accordance with the City's Standards on private property within the front yard and street side yard areas between the public right-of-way and the structures; and ii. On-going maintenance and upkeep of any landscaping within the front yard and street side yard areas on private property between the public right-of-way and the structures or private common areas and the structures; and f) Any fences and/or walls shall be subject to the development standards contained in the specific plan relating to material, maximum Resolution 2016-159 Paqe 8 allowable height and yard setback. Proposed wall material shall be decorative and subject to review and approval by the Planning Division; and g) Should any existing trees on the property that are designated as a Mature Tree in accordance with the City's Tree Ordinance be removed, a tree removal application shall be submitted to the City's Tree Department (Planning Division) for review and approval prior to any said removal; and h) Any proposed structures shall be developed in compliance with the current development standards and design guidelines contained within the adopted Specific Plan 16-01; and . i) Applicant shall be subject to any and all Los Angeles County Clerk Posting Fees for the Notice of Determination, including but not limited to the California Department of Fish and Game Fees; and j) Any and all landscaping shall be developed in compliance with the current development standards and design guidelines contained within the adopted Specific Plan 16-01; and k) Final landscaping and irrigation plans shall be prepared pursuant to Subchapter 153.160 of the City's Municipal Code. All landscaping and irrigation plans shall be subject to review and approval by the Planning Division; and 1) The tract map and proposed development may be subject to the following Development Impact Fees, as required i. Public Art ii. Flood Control iii. Traffic Congestion iv. Parkland In -Lieu (Quimby) V. General Plan/Technology vi. ' School Impact Mitigation vii. Law Enforcement Mitigation m) The Applicant shall comply with all comments and conditions of approval as determined by the City's Public Works Department as shown on Attachment #7; and n) The Applicant shall comply with all comments and conditions of approval as determined by the Los Angeles County Fire Department shown on Attachment #8; and o) The Applicant shall comply with all comments and conditions Resolution 2016-159 Page 9 of approval as determined by the Los Angeles County Sanitation District shown on Attachment #9; and p) In accordance with the requirements of the Public Works Department, the Applicant shall provide separate and independent water and sanitary sewer service to each property; and q) Utilities shall be undergrounded, pursuant to Chapter 97, Part 2 of the City's Municipal Code; and r) The Applicant shall install or cause to be installed individual, independent service to each separate property for any and all utility companies that provide service to said properties, including but not limited to Valley County Water District, Southern California Edison, The Gas Company, Frontier Communications Telephone, and Time Warner Cable; and s) The Final Map shall comply with the time frames as contained within the California Subdivision Map Act; and t) That except for all ongoing conditions of approval, the applicant shall comply with all conditions of approval within six (6) months of the effective date of this Resolution shall become null and void and subject to revocation pending a hearing by the Planning Commission or the City Council on appeal. Any costs associated with the revocation of these entitlements shall be paid by the applicant and/or owner; and u) The Applicant shall sign and have notarized an affidavit within ten (10) days of the date of this resolution, stating that the applicant has read and accepts all of the conditions of approval. SECTION 6. That the City Clerk shall certify to the adoption of this Resolution and forward a copy hereof to the City Planner and the Applicant. PASSED AND APPROVED this 7t' day of December, 2016. MANUEL LOZANO MAYOR Resolution 2016-159 Page 10 ATTEST: STATE OF CALIFORNIA ) COUNTY OF LOS ANGELES) SS. CITY OF BALDWIN PARK ) I, ALEJANDRA AVILA, City Clerk of the City of Baldwin Park, do hereby certify that the foregoing Resolution 2016-169 was duly and regularly approved and adopted by the City Council at a regular meeting thereof, held on the 7t day of December, 2016 by the following vote: AYES: COUNCILMEMBERS: NOES: COUNCILMEMBERS: ABSTAIN: COUNCILMEMBERS: ABSENT: COUNCILMEMBERS: ALEJANDRA AVILA, CITY CLERK ATTACHMENT #13 ORDINANCE 1393 ORDINANCE 1393 AN ORDINANCE OF CITY COUNCIL OF THE CITY OF BALDWIN PARK ADOPTING THE FINDINGS OF FACT AND APPROVING A ZONE CHANGE FROM RG/PD (RESIDENTIAL GARDEN PLANNED DEVELOPMENT) AND MU -2 (MIXED-USE 2) TO R-3 (HIGH DENSITY RESIDENTIAL) AND TO APPLY THE SPECIFIC PLAN (SP) OVERLAY TO THE PROPERTY IDENTIFIED WITH ASSESSOR PARCEL NUMBERS 8438-015-037, -059, - 043, AND -047 (APPLICANT: CAL 33 PARTNERS, LLC; CASE NUMBER Z-555). THE CITY COUNCIL OF THE CITY OF BALDWIN PARK DOES HEREBY ORDAIN AS FOLLOWS: SECTION 1. That the City Council of the City of Baldwin Park does hereby find, determine and declare as follows: a) That the owner of certain real property filed an application for a zone change from RG/PD (Residential Garden Planned Development) and MU -2 (Mixed -Use 2) to R-3 (High Density Residential) and to add the Specific Plan (SP) Overlay to real property identified with Assessor Parcel Numbers 8438-015-037, -059, -043, AND -047 in the Los Angeles County Assessors Records (the "Property"), described more particularly in the said application which is on file in the office of the Planning Division of the City; and b) That pursuant to the applicable provisions of the Planning and Zoning Law (Sections 65800 et seq. of the Government Code of the State of California), studies were commenced for the purposes of amending the Zoning Map of the City of Baldwin Park; and c) That a duly noticed public hearing was held upon said matter by the Planning Commission, and based upon the evidence presented, it was determined that the Planning Commission recommends approval of the reclassification of the Property to R-3 (SP); and d) That the City Council conducted a duly noticed public hearing on said matter and based upon the evidence presented and each member of the Council being familiar with the site, it was determined that the public interest, necessity, convenience and general welfare warrant the approval of the Planning Commission recommendation and approval of a change in zone classification for the Property from RG/PD to R-3 (SP). Ordinance 1393 Pape 2 SECTION 2. That the City Council of the City of Baldwin Park does hereby adopt the following Findings of Fact related to said Zone Change: a) The amendment is consistent with the goals, policies and objectives of the General Plan. The zoning code map amendment (zone change) would be consistent with the goals, policies and objectives of the General Plan in that it would effectively modify the zoning of the major project site and remainder project properties to allow the construction of 47 detached condominium units without creating a `spot zoning' issue. Specifically, the zone change, which consists of changing the zone from either RG -PD or MU -2 to R3 with Specific Plan Overlay, would satisfy Goal 2.0 of the Land Use Element which states that the City should accommodate new development that is compatible with and complements existing conforming land uses. The proposed zone change would also satisfy Program 12—Land Use Controls of the Housing Element which calls for the City to provide flexibility in development standards through the Specific Plan process; and b) The amendment will not adversely affect surrounding properties. The zoning code reap amendment would not adversely affect surrounding properties because it will allow for the main project site to be designated with a specific plan that would allow a currently vacant property to be developed as part of a comprehensive plan for a forty-seven (47) unit detached condominium development; and c) The amendment promotes public health, safety and general welfare. The zoning code map amendment would promote the public health, safety and general welfare of adjacent development and the City as a whole because it would provide for the development of a property that is currently vacant. The zone change would further the goal to improve the area with a detached condominium development that would enhance the areas and properties around the site; and d) The amendment serves the goals and purposes of the zoning code. The zoning code map amendment serves the goals and purposes of the zoning code in that it provides for the orderly development of a new detached condominium community on an area that is currently vacant. Designating the subject site with a Specific Plan Overlay and an Ordinance 1393 Paqe 3 underlying zone of R-3, High Density Residential will include the property in a residential development that enhances the character of the community while providing additional housing options to the community. The project supports Goal 3.0 of the City's Housing Element because it contributes in accommodating the City's regional share of housing needs. SECTION 3. The Zoning Classification of the Property is hereby reclassified from RG/PD to zone R-3(SP). SECTION 4. The City Clerk shall certify to the adoption of this Ordinance and shall cause a copy of the same to be published in a manner prescribed by law. PASSED AND APPROVED ON THE 7th day of December, 2016. MANUEL LOZANO, MAYOR ATTEST: STATE OF CALIFORNIA } COUNTY OF LOS ANGELES } ss: CITY OF BALDWIN PARK ) I, ALEJANDRA AVILA, City Clerk of the City of Baldwin Park, do hereby certify that the foregoing Ordinance 1393 was regularly introduced for first reading at a regular meeting of the City Council on December 7, 2016. That thereafter said Ordinance was duly approved and adopted at a regular meeting of the City Council on December 21, 2016 by the following vote: AYES: COUNCILMEMBER: NOES: COUNCILMEMBER: ABSENT: COUNCILMEMBER: ABSTAIN: COUNCILMEMBER: ALEJANDRA AVILA CITY CLERK AGENDA FINANCE AUTHORITY DECEMBER 21, 2016 7:00 PM REGULAR MEETING COUNCIL CHAMBER 14403 E. PACIFIC AVENUE BALDWIN PARK, CA 91706 (626) 960-4011 � � ► i i� �i� �: is Manuel Lozano - Chair Monica Garcia - Vice Chair Ricardo Pacheco - Board Member Cruz Baca - Board Member Susan Rubio - Board Member PLEASE TURN OFF CELL PHONES AND PAGERS WHILE MEETING IS IN PROCESS POR FA VOR DE APAGAR SUS TELEFONOS CEL ULARES Y BEEPERS DURANTE LA JUNTA PUBLIC COMMENTS The public is encouraged to address the Housing Authority on any matter posted on the agenda or on any other matter within its jurisdiction. If you wish to address the Board, you may do so during the PUBLIC COMMUNICATIONS period noted on the agenda. Each person is allowed three (3) minutes speaking time. A Spanish speaking interpreter is available for your convenience. COMENTARIOS DEL PUBLICO Se invita al publico a dirigirse a la Agencia nombrada en esta agenda, para hablar sobre cualquier asunto publicado en la agenda o cualquier tema que este bajo su jurisdicci6n. Si usted desea la oportunidad de dirigirse a la Agencia, podra hacerlo durante el periodo de Comentarios del Pdblico (Public Communications) anunciado en la agenda. A cada persona se le permite hablar por tres (3) minutos. Hay un interprete para su conveniencia. Any written public record relating to an agenda item for an open session of a regular meeting of the Finance Authority that is distributed to the Housing Authority less than 72 hours prior to that meeting will be available for public inspection at City Hall in the City Clerk's office at 14403 E. Pacific Avenue, 3rd Floor during normal business hours (Monday - Thursday, 7:30 a.m. - 6:00 p.m.) FINANCE AUTHORITY REGULAR MEETING — 7:00 PM CALL TO ORDER ROLL CALL Board Members: Cruz Baca, Ricardo Pacheco, Susan Rubio, Vice Chair Monica Garcia and Chair Manuel Lozano PUBLIC COMMUNICATIONS Three (3) minute speaking time limit Tres (3) minutos sera el limite para hablar THIS IS THE TIME SET ASIDE TO ADDRESS THE COMMISSION No action may be taken on a matter unless it is listed on the agenda, or unless certain emergency or special circumstances exist. The legislative body or its staff may: 1) Briefly respond to statements made or questions asked by persons, or 2) Direct staff to investigate and/or schedule matters for consideration at a future meeting. [Government Code §54954.2] ESTE ES EL PERIODO DESIGNADO PARA DIRIGIRSE AL COMISION No se podra tomar accion en algOn asunto a menos que sea incluido en la agenda, o a menos que exista algana emergencia o circunstancia especial. EI cuerpo legislativo y su personal podran: 1) Responder brevemente a declaraciones o preguntas hechas por personas, o 2) Dirigir personal a investigar y/o fijar asuntos para tomar en consideracion en juntas proximas. [Codigo de Gobierno §54954.2] CONSENT CALENDAR 1. TREASURER'S REPORT — OCTOBER 2016 Staff recommends that Council receive and file the Treasurer's Report: ADJOURNMENT CERTIFICATION I, Alejandra Avila, Secretary of the Finance Authority hereby certify under penalty of perjury under the laws of the State of California that the foregoing agenda was posted on the City Hall bulletin board not less than 72 hours prior to the meeting. Dated this 15th day of December, 2016. Alejandra Avila Secretary PLEASE NOTE. Copies of staff reports and supporting documentation pertaining to each item on this agenda are available for public viewing and inspection at City Hall, 2nd Floor Lobby Area or at the Los Angeles County Public Library in the City of Baldwin Park. For further information regarding agenda items, please contact the office of the City Clerk at (626) 960-4011 ext. 466 or via e- mail at aavila(a)baldwinpark.com. In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, please contact the Public Works Department or Risk Management at (626) 960-4011. Notification 48 hours prior to the meeting will enable staff to make reasonable arrangements to ensure accessibility to this meeting. (28 CFR 34.102.104 ADA TITLE 11) STAFF REPORT ITEM NO. P A. _' TO: Honorable Mayor and City Councilmembers FROM: Rose Tam, Director of Finance Qll� DATE: December 21, 2016 SUBJECT: TREASURER'S REPORT OCTOBER 2016 SUMMARY Attached is the Treasurer's Report for the month of October 2016. The Treasurer's Report lists all cash for the City (which includes the Baldwin Park Financing Authority), the Housing Authority, and the Successor Agency to the Community Development Commission (CDC). All investments are in compliance with the City's Investment Policy and the California Government Code. FISCAL IMPACT None LEGAL REVIEW None required. RECOMMENDATION Staff recommends that Council receive and file the Treasurer's Report for October 2016. BACKGROUND The City's Investment Policy requires the Treasurer's Report be submitted to the Mayor and City Council on a monthly basis. CITY OF BALDWIN PARK TREASURER'S REPORT 10/31/2016 ESTIMATED INVESTMENT INTEREST PURCHASE MATURITY PAR CURRENT BOOK MARKET DESCRIPTION RATE DATE DATE VALUE PRINCIPAL VALUE VALUE State of California Local A�enc�investment Fund„ _....___...__.._...... .. City 0.65% Varies Varies Housing Authority 0.65% Varies Varies Certificate of Deposit _ _ $ 15,266,837A9 $ 15,266,837A9 $ 15,266,837A9 Capital One Bank USA NATL ASSN 1.15% 9/14/2016 9114/2018 Wells Fargo Bank NA SIOUX Falls 1.15% 9/14/2016 9/14/2018 JP Morgan Chase Bank NA Columbus 1.15% 9/16/2016 9116/2018 Ally Bank Midvale CTF DEP ACT/365 1.15% 9/17/2016 9117/2018 $ 15,266,837A9 $ 15,266,837A9 $ 15,266,837A9 $ 15,266,837A9 13,148.90 13,148.90 13,148.90 13,148.90 Fiscal Agent Funds - Successor Agency Varies Varies Varies 2,936,967.34 15,279,986.39 15,279,986.39 15,279,986.39 15,279,986.39 245,000.00 245,000.00 245,000.00 245,026.95 245,000.00 245,000.00 246,000.00 245,073.50 245,000.00 245,000.00 245,000.00 245,056.35 245,000.00 245,000.00 245,000.00 245,019.60 980,000.00 980,000.00 980,000.00 980,176.40 Fiscal Agent Funds - City Varies Varies Varies 2,514,284.21 2,514,284.21 2,514,284.21 2,514,284.21 Fiscal Agent Funds - Successor Agency Varies Varies Varies 2,936,967.34 2,936,967.34 2,936,967.34 2,936,967.34 $ 21,711,237.94 $ 21,711,237.94 5,451,251.55 $ 21,711,41434 Total Investments $ 21,711,237.94 $ 33,542,928.93 Cash City Checking 3,546,183.03 Money Market Plus 5,005,610.63 City Miscellaneous Cash 29,034A7 Successor Agency 3,135,493.28 Housing Authority 115,202.84 Financing Authority 0.00 Investment Brokerage 166.74 Total Cash 11,831,690.99 Total Cash and Investments $ 33,542,928.93 Schedule of Cash and Investments includes all financial assets as included in the Comprehensive Annual Financial Report. There was no investment maturity/purchase transaction made for the month of October 2016 and several depositslwithdrawaht were made with the Local Agency Investment Fund. In compliance with the California Government Code Section 53646 at seq., I hereby certify that sufficient investment liquidity and anticipated revenues are available to meet the City's expenditure requirements for the next six months that all investments are in compliance to the City's Statement of Investment Policy. Approved by: Rose Tam Director of Finance AGENDA HOUSING AUTHORITY DECEMBER 21, 2016 7:00 PM REGULAR MEETING COUNCIL CHAMBER 14403 E. PACIFIC AVENUE BALDWIN PARK, CA 91706 (626) 960-4011 � � ► i i� �i� �: is Manuel Lozano - Chair Monica Garcia - Vice Chair Ricardo Pacheco - Board Member Cruz Baca - Board Member Susan Rubio - Board Member PLEASE TURN OFF CELL PHONES AND PAGERS WHILE MEETING IS IN PROCESS POR FA VOR DE APAGAR SUS TELEFONOS CEL ULARES Y BEEPERS DURANTE LA JUNTA PUBLIC COMMENTS The public is encouraged to address the Housing Authority on any matter posted on the agenda or on any other matter within its jurisdiction. If you wish to address the Board, you may do so during the PUBLIC COMMUNICATIONS period noted on the agenda. Each person is allowed three (3) minutes speaking time. A Spanish speaking interpreter is available for your convenience. COMENTARIOS DEL PUBLICO Se invita al publico a dirigirse a la Agencia nombrada en esta agenda, para hablar sobre cualquier asunto publicado en la agenda o cualquier tema que este bajo su jurisdicci6n. Si usted desea la oportunidad de dirigirse a la Agencia, podra hacerlo durante el periodo de Comentarios del Pdblico (Public Communications) anunciado en la agenda. A cada persona se le permite hablar por tres (3) minutos. Hay un interprete para su conveniencia. Any written public record relating to an agenda item for an open session of a regular meeting of the Finance Authority that is distributed to the Housing Authority less than 72 hours prior to that meeting will be available for public inspection at City Hall in the City Clerk's office at 14403 E. Pacific Avenue, 3rd Floor during normal business hours (Monday - Thursday, 7:30 a.m. - 6:00 p.m.) HOUSING AUTHORITY REGULAR MEETING — 7:00 PM CALL TO ORDER ROLL CALL Board Members: Cruz Baca, Ricardo Pacheco, Susan Rubio, Vice Chair Monica Garcia and Chair Manuel Lozano PUBLIC COMMUNICATIONS Three (3) minute speaking time limit Tres (3) minutos sera el limite para hablar THIS IS THE TIME SET ASIDE TO ADDRESS THE COMMISSION No action may be taken on a matter unless it is listed on the agenda, or unless certain emergency or special circumstances exist. The legislative body or its staff may: 1) Briefly respond to statements made or questions asked by persons, or 2) Direct staff to investigate and/or schedule matters for consideration at a future meeting. [Government Code §54954.2] ESTE ES EL PERIODO DESIGNADO PARA DIRIGIRSE AL COMISION No se podra tomar accion en algOn asunto a menos que sea incluido en la agenda, o a menos que exista algana emergencia o circunstancia especial. EI cuerpo legislativo y su personal podran: 1) Responder brevemente a declaraciones o preguntas hechas por personas, o 2) Dirigir personal a investigar y/o fijar asuntos para tomar en consideracion en juntas proximas. [Codigo de Gobierno §54954.2] CONSENT CALENDAR 1. TREASURER'S REPORT — OCTOBER 2016 Staff recommends that Council receive and file the Treasurer's Report: ADJOURNMENT CERTIFICATION I, Alejandra Avila, Secretary of the Housing Authority hereby certify under penalty of perjury under the laws of the State of California that the foregoing agenda was posted on the City Hall bulletin board not less than 72 hours prior to the meeting. Dated this 15th day of December, 2016. Alejandra Avila Secretary PLEASE NOTE. Copies of staff reports and supporting documentation pertaining to each item on this agenda are available for public viewing and inspection at City Hall, 2nd Floor Lobby Area or at the Los Angeles County Public Library in the City of Baldwin Park. For further information regarding agenda items, please contact the office of the City Clerk at (626) 960-4011 ext. 466 or via e- mail at aavila(a)baldwinpark.com. In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, please contact the Public Works Department or Risk Management at (626) 960-4011. Notification 48 hours prior to the meeting will enable staff to make reasonable arrangements to ensure accessibility to this meeting. (28 CFR 34.102.104 ADA TITLE 11) ITEM NO. ` ` A, " ` STAFF REPORT TO: Honorable Mayor and City Councilmembers FROM: Rose Tam, Director of Finance DATE: December 21, 2016 SUBJECT: TREASURER'S REPORT OCTOBER 2016 SUMMARY Attached is the Treasurer's Report for the month of October 2016. The Treasurer's Report lists all cash for the City (which includes the Baldwin Park Financing Authority), the Housing Authority, and the Successor Agency to the Community Development Commission (CDC). All investments are in compliance with the City's Investment Policy and the California Government Code. FISCAL IMPACT None LEGAL REVIEW None required. RECOMMENDATION Staff recommends that Council receive and file the Treasurer's Report for October 2016. BACKGROUND The City's Investment Policy requires the Treasurer's Report be submitted to the Mayor and City Council on a monthly basis. CITY OF BALDWIN PARK TREASURER'S REPORT 10/31/2016 ESTIMATED INVESTMENT INTEREST PURCHASE MATURITY PAR CURRENT BOOK MARKET DESCRIPTION RATE DATE DATE VALUE PRINCIPAL VALUE VALUE State of California Local A#ency Investment Fund __..._._...... ........ City 0.65% Varies Varies Housing Authority 0.65°% Varies Varies Certificate of Deposit Capital One Bank USA NATL ASSN 1.15% 9114/2016 9114/2018 Wells Fargo Bank NA SIOUX Falls 1.15°% 9/14/2016 9/1412018 JP Morgan Chase Bank NA Columbus 1.15% 9/16/2016 911612018 Ally Bank Midvale CTF DEP ACT1365 1.15% 9/17/2016 9M7/2018 S 15,266,837A9 $ 15,266,837.49 $ 15,266,837A9 $ 15,266,837A9 13,148.90 13,148.90 13,148.90 13,148.90 15,279,986.39 15,279,986.39 15,279,986.39 15,279,986.39 245,000.00 245,000.00 245,000.00 245,026.95 245,000.00 245,000.00 245,000.00 245,073.50 245,000.00 245,000.00 245,000.00 245,056.35 245,000.00 245,000.00 245,000.00 245,019.60 980,176A0 980,000.00 980,000.00 980,000.00 Fiscal Agent Funds - City Varies Varies Varies 2,514,284.21 2,514,284.21 2,514,284.21 2,514,284.21 Fiscal Agent Funds - Successor Agency Varies Varies Varies 2,936,967.34 2,936,967.34 2,936,967.34 2,936,967.34 $ 21,711,237.94 $ 21,711,237.94 5,461,251.55 $ 21,711,414.34 Total Investments $ 21,711,237.94 Cash City Checking Money Market Plus City Miscellaneous Cash Successor Agency Housing Authority Financing Authority Investment Brokerage Total Cash Total Cash and Investments Schedule of Cash and Investments includes all financial assets as included in the Comprehensive Annual Financial Report There was no investment maturity/purchase transaction made for the month of October 2016 and several deposits/withdrawals were made with the Local Agency Investment Fund. In compliance with the California Government Code Section 53646 at seq., I hereby certify that sufficient investment liquidity and anticipated revenues are available to meet the City's expenditure requirements for the next six months that all investments are in compliance to the City's Statement of Investment Policy. Approved by: E=2 4 Rose Tam Director of Finance 3,546,183.03 5,005,610.63 29,034A7 3,135,493.28 115,202.84 0.00 166.74 11,831,690.99 33,542,928.93