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HomeMy WebLinkAbout8909 San Ramon Rd, 02-063, PD REZProject Name: ,~~_n(C~(L~%CU;_~ S,'7L (~ pA#_ Q 2 _ D(o 3 CONTENTS & ORDER OF FILE: (If item number is not circled, no documents were in the file). Planning File Log/Location History Index 2.' Ciry Council/Planning Commission/Community Development Director • City Council Documents -Resolution/Ordinance, Staff Report & Minutes ~~ Planning Commission -Resolution, Staff Report & Minutes (j./ County Recording Documents ~J Environmental Reports/Fish & Game Notice of Determination • Grant of Easement/Etc. 04. Public Hearing Notices • Proof of Service • Newspaper Notice • Notice & Postcard Notice • Mail List • GIS 300' Radius Map Application Submittal Documents • Application • Written Statement • Environmental Info. Forms • Processing Agreement Form • Title Report/Property Report 6. Confidential Documents ONLY (Ciry Attorney -not scanned) ~/'`\/ Correspondence • FAL/AAL • ARL & Responses _ General r 8'. Initial Study/Negative Declaration -for larger projects, there will be a separate file for the Environmental Review • Traffic Study/Soil Report/all other studies completed for the project 9 Approved Plans (including SDR waivers) 10. Miscellaneous G:IFonns & DoamrnrrlConrenrs h Order ojFile.dac Updated - Sep~em6er 1009 ~~ • 7 Community Development Department Planning Division MEMORANDUM DATE: June 25, 2008 TO: File, PA 02-063 and 06-034 CC: Jeri Ram, Community Development Director Mary Jo Wilson, Planning Manager FROM: Mamie R. Nuccio, Senior Planner Mp,~ Minor Amendment to Planned Development Zoning District (PA 02-063) SUBJECT: for Willows at San Ramon Village to convert 1 (one) affordable unit to market rate in exchange for payment of in-lieu fees On May 6, 2008, Braddock and Logan submitted a letter requesting to convert two affordable units (Units 3 and 33) to market rate in exchange for payment of in-lieu fees for the Willows project. On June 3, 2008, Braddock & Logan submitted a second letter indicating that Lot 3 had been sold as an affordable unit and requested the conversion of only 1 affordable unit (Lot 33) to mazket rate in exchange for payment of in-lieu fees. Braddock & Logan is the developer of 56 residential townhouse units which were approved as part of the Bancor Alcosta project. The Affordable Housing Agreement was recorded on July 22, 2005 and was amended on October 3, 2006. A total of 7 affordable housing units aze required under the Inclusionary Zoning Regulations, 6 of which have been constmcted and sold at below mazket rate; the remaining 1 unit (Lot 33) has been constructed and is proposed to be converted to mazket rate in exchange for payment of in-lieu fees. The Planned Development Zoning (PA 02-063) for the project sets forth the location of the 7 required affordable housing units and the Affordable Housing Agreement must remain consistent with the Planned Development Zoning. In order to amend the Affordable Housing Agreement an amendment to the Planned Development Zoning District must also be accomplished. At the June 3, 2008 City Council meeting the City Council adopted Resolution 88-08 approving Braddock & Logan's request to convert 1 of the 7 affordable housing units within the project to mazket rate in exchange for the payment of in-lieu fees and directed staff to amend the Planned Development Zoning and Affordable Housing Agreement accordingly. The Dublin Zoning Ordinance allows the Director of Community Development to approve an amendment to a Planned Development Zoning District by administrative action upon finding that, "...the amendment substantially complies with and does not materially change the provisions or intent of the adopted Planned Development Zoning District Ordinance for the site." Based on direction from the City Council, the Director hereby finds that the conversion of 1 affordable housing unit to mazket rate in exchange for the payment of in-lieu fees substantially 1 oft complies with and does not materially change the intent of the Planned Development Zoning because, 1) Braddock and Logan has constructed all of the 7 required affordable housing units it promised to construct and has sold 6 of the 7 affordable units; 2) despite Braddock and Logan's diligent efforts they have been unable to sell the remaining 1 affordable unit; 3) under the Inclusionary Zoning Regulations, the minimum requirements would have allowed Braddock and Logan to construct 4 of the 7 affordable units and pay in-lieu fees for the construction of the remaining 3 unit obligation; and 4) given Braddock and Logan's diligent efforts to sell the remaining 1 affordable unit and the fact that Braddock and Logan could have in the first instance paid in-lieu fees for up to 3 units the City is willing to allow the payment of in-lieu fees for 1 affordable unit. 2 of 2 • Revised per Resolution 191-06 b~e City Council on October 3, 2006 Revised per Ordinance 10-06 by the City Council on July 18, 2006 Revised per Community Development Director by City Council direction on June 3, 2008 Stage 1 and 2 Development Plan for San Ramon Village Plaza This is a Stage 1 and 2 Development Plan pursuant to Chapter 8.32 of the Dublin Zoning Ordinance. This Development Plan meets all the requirements for a Stage 1 and 2 Development Plan and is adopted as part of the PD-Planned Development rezoning for the San Ramon Village Plaza, PA 02-063. The Stage 1 and 2 Development Plan consists of the items and plans identified below, many of which aze contained in the document entitled "Exhibit A-1 (project plans)", dated March, 2004 which is incorporated herein by reference, and as amended by Ordinance 10-06 on July 18, 2006 and City Council Resolution 191-06 on October 3, 2006. The PD-Planned Development District and this Stage 1 and 2 Development Plan provide flexibility to encourage innovative development while ensuring that the goals, policies, and action programs of the General Plan, and provisions of Chapter 8.32 of the Zoning Ordinance aze satisfied. 1. Statement of proposed uses. The Development Plan for the San Ramon Village Plan provides for the development of a 4.62 acre site as a mixed use development in two development zones: Medium Density Residential and Commercial/Mixed Use (See Sheet 4 of Exhibit A-] (project plans)). a. Permitted Uses (Medium Density Residential): 1. Single-family dwellings 2. Multi-family dwellings 3. Animal Keeping-residential 4. Cazetaker Residence 5. Community Care Facility/Small 6. Duplex 7. Group Single-Family 8. Garage sales 9. Home Occupations I O.Off-street Parking Lots 11. Pazking Lot -Residential 12. Second Unit 13. Small Family Day Care Home (1-8 children) 14. Vending Machines Conditional Uses: 1. Boarding and Rooming Houses 2. Community Clubhouse 3. Community Facility 4. Bed and Breakfast Inn 5. Community Caze Facility (Large) Accessory Uses: As provided for in the regulations and procedures of the Zoning Ordinance 1 of 7 • Revised per Resolution 191-06 by~fie City Council on October 3, 2006 Revised per Ordinance 10-06 by the City Council on July 18, 2006 Revised per Community Development Director by City Council direction on June 3, 2008 b. Permitted Uses (Commercial/Mixed Use): 1. Bakeries 2. Banks and Financial Services 3. Bicycle Sales, Service and rentals 4. Bookstores, except adult book stores 5. Catering establishments 6. Community Care Facility/Small 7. Eating and drinking establishment 8. Instructional Facilities 9. Home Occupations l0.Off-street Parking Lots 11. Parking LodGarage -Commercial 12. Office -Contractors (no exterior storage) 13. Professional/AdministrativeBusiness/Financial 14. Repair Shop (non-automotive) I5. Retail (General, neighborhood, service) 16. School -commercial 17. Shopping Center 18. Specialty schools 19. Studios/Photographers/Artists 20. Vending Machines 21. Temporazy Mobile Home/Manufactured Home Conditional Uses (by Planning Commission): 1. Animal Sales and Services 2. Arcade 3. AutomobileNehicle Brokerage, Rental, Sales, Repairs and Service 4. AutomobileNehicle Rental 5. Bed and Breakfast Inn 6. Community Caze Facility (Large)Boazding and Rooming Houses 7. Health Services and Clinics 8. Community Care Facilities/ Lazge 9. Dance Floors 10. Day Care Centers 1 I. Drive-In/Drive-through Business 12. Nursing Homes 13. Community Clubhouse 14. Community Facility 15. Hospital/Medical Center 16. Hotel/Motel 17. Laboratory 18. Massage Establishment 19. Plant Nursery 20. Recreational Facility/Indoor 21. Service Station 2of7 • Revised per Resolution 191-06 bye City Council on October 3, 2006 Revised per Ordinance 10-06 by the City Council on July 18, 2006 Revised per Community Development Director by City Council direction on June 3, 2008 Conditional Uses (by Zoning Administrator): 1. Outdoor Mobile Vendor 2. Outdoor Seating 3. Temporary outdoor sales not related to on-site established business (Sidewalk Sale) Accessory Uses: As provided for in the regulations and procedures of the Zoning Ordinance. Temporary Uses: The following temporary uses are allowed provided they meet the regulations and procedures of the Zoning Ordinance for Temporary Uses: 1. Tract and Sales Office/Model Home Complex 2. Arts and Crafts Fair 3. Fireworks Sale 4. Outdoor sale by established business establishment 5. Subdivision signs, office, sales and equipment yard 6. Temporary Construction trailer 7. Pumpkin, Christmas Sales Lots Note: Uses not specifically listed shall require a minor amendment to the Planned Development Zoning District in accordance with Section 8.32.080 of the Dublin Zoning Ordinance. Amended by Ord 10-06 (July 2006) Under the proposed tenant mix, restaurant uses would account for 5,500 square feet of floor area. Prior to approving a tenant improvemenUCity business license for additional restaurant floor area within San Ramon Village Plaza, the applicant shall provide evidence to the satisfaction of the Community Development Director that parking available at the center is adequate to support additional restaurant uses. Dublin Zoning Ordinance -Applicable Requirements: Except as specifically modified by the provisions of this PD District Rezone/Development Plan, all applicable general requirements and procedures of the Dublin Zoning Ordinance shall be applied to the land uses designated in this PD District Rezone. 2. Stage 1 and 2 Site Plan. See Sheet 4 of Exhibit A-1 (project plans). Site Area. Proposed Densities. Phasine and Develoament Reeulations. PHASE NO. LOT/ PARCEL MAXIMUM NO. DWELLINGS/_ BUILDING AREA ACRE S DU'S /AC PD STAGE NO. I 2 and 3 18 units 1 and 2 2 2 17 units 1 and 2 3 2 21 units 1 and 2 Amended b Reso. 191-06 October 2006 SUBTOTAL: 56 UNTfS 2.94 18.02 1 and 2 1 1 14,377 s . ft. of commercial retail 1.68 0 1 and 2 TOTAL 1, 2, 3 56 Units and 14,377 sq. ft commercial retail q 62 12.2 1 and 2 Amended by Ord. 10-06 (July 2006) 3of7 • Revised per Resolution 191-06 b~e City Council on October 3, 2006 Revised per Ordinance 10-06 by the City Council on July 18, 2006 Revised per Community Development Director by City Council direction on June 3, 2008 Residential Medium Density Homes fTownhome-style Condomimiumsl Minimum Lot Size per d.u.: 2,000 sq. ft. Maximum density: 56 units Minimum Site Area: 2.24 acres Minimum Building Setbacks: 10' minimum A. Public Street Frontage: Front Yard Setback: 10' minimum; Side Yard Setback: 5' minimum Rear Yard Setback: 10' minimum Stair landings: 0' minimum: Porches: 5' minimum Elevated Decks: 5' minimum Architectural Projections/ Details and Bump Outs: 5' minimum B. Private Street Frontage: Front Yard Setback: 10' minimum; Side Yard Setback: 5' minimum Reaz Yard Setback: 0' minimum Stair landings: 4' minimum: Porches: 3' minimum (from face of curb) Elevated Decks: 0' minimum (from face of curb) Architectural Projections/ Details and Bump Outs: 0' minimum (from face of curb) C. Non-Street Frontage: Front Yard Setback: 10' minimum; Side Yard Setback: 10' minimum Reaz Yard Setback: 10' minimum Stair landings: 4 ' minimum: Porches: 5' minimum Elevated Decks: 10' minimum Architectural Projections/ Details and Bump Outs: 5' minimum (from assumed property line) Minimum Site Width: 0 Maximum Site Coverage: 100% Minimum Building Separation: 10' minimum Maximum Height: Four or more dwellings: Three stories or forty five feet Accessory Structures: Height limits shall be as stated in the Dublin Zoning Ordinance. Parking/Garages: Studio/lbed: One covered and one guest space for each two units 4of7 • Revised per Resolution 191-06 bye City Council on October 3, 2006 Revised per Ordinance 10-06 by the City Council on July 18, 2006 Revised per Community Development Director by City Council direction on June 3, 2008 Two or more Bed: two covered per dwelling units; one guest for each two units Two-caz tandem garages: Permitted Compact spaces: 35% of total required spaces, maximum Commercial RetaiUOffice: Lot Area: A. Interior Lot: B. Comer Lot: Lot Width and Frontage: A. Interior Lot: B. Corner Lot: Lot Depth: Setbacks: A. Front: B. Side: C. Street Side: D. Reaz: Height Coverage: Pazking/Gazages: Compact Spaces: 5,000 sq. ft. minimum 6,000 sq. ft. minimum 50 ft. minimum 60 ft. minimum 100 ft. minimum 20 ft. minimum 0 ft. minimum, except shall be 10 ft. where abutting residential 10 ft. minimum 0 ft. minimum 36 ft. maximum N/A As required by City of Dublin Off-street pazking standards 35% of total required pazking, maximum 4. Architectural Standards. See attached Floor Plans and Elevations by The Dahlin Group, Sheets A.1 through A-18, contained in Exhibit A-1 (project plans). Any modifications to the project design shall be substantially consistent with these plans and of equal or superior materials and design quality. 5. Residential Phasing Plan. The residential site will be developed in phases as follows (See also Figure 1.): PHASE BUILDING NO. LOT NO. NO. OF UNITS Phase 1 3, 4 ,5 and 11 2 and 3 18 5 BMR* Units Phase 2 1, 2 and 6 2 17 0 BiVIR* Units Phase 3 7, 8, 9 and 10 2 21 1 BMR* Unit Total 56 6 BMR Units •BMR =Below Market Rate **The commercial component of the project will be constructed as one (1) phase. Amended by Reso. 191-06 (October 2006) Amended by Community Development Director (June 2008) 5of7 Revised per Resolution 191-06 by the City Council on October 3, 2006 Revised per Ordinance 10-06 by the City Council on July 18, 2006 Revised per Community Development Director by City Council direction on June 3, 2008 Figure 1. PHASING PLAN . 8a .,\ I =\ .. -`J\ -~'1`~. ~.,z, ^ ~,s ~a^ ...~~ WILLOWS AT SAN RAMON VILLAGE TRACT # T437 Amended by Community Development Director (June 2008) 6. Master Neighborhood Landscaping Plan/Preliminary Landscape Plan. Refer to Exhibit A-1 (project plans), Sheets L-1 through L-7, Preliminary Landscaping Plan by The Guzzardo Partnership. All Project monumentation and entry signs shall conform to Sheets L-6 and L-7, Preliminary Landscaping Images and Details of the Project Plans. A Final Landscaping Plan will be required to be submitted and approved prior to building permit issuance. 7. General Plan Consistency. San Ramon Village Plaza project includes a General Plan amendment which modifies General Plan maps and text for the project. The project PD-zoning and this Stage i and 2 Development Plan shall not be effective until the above general plan amendments are approved and effective. 8. Inclusionary Zoning Regulations. To satisfy the City's Inclusionary Zoning Ordinance (Dublin Municipal Code Chapter 8.68) and any amendments thereto, 12.5%, or 7 dwelling units in the project must be Inclusionary units in accordance with the regulations of the Ordinance. The Applicant/Developer shall construct 5 units in Phase 1 and 1 unit in Phase 3, designating these units as for-sale ("ownership") Inclusionary units affordable to very low-, low-, and moderate-income households, and shall enter into an agreement with the City to impose appropriate resale controls and 6of7 LOCATION OF AFFORDABLE UNITS Revised per Resolution 191-06 bye City Council on October 3, 2006 Revised per Ordinance 10-06 by the City Council on July 18, 2006 Revised per Community Development Director by City Council direction on June 3, 2008 rental restrictions on the units, prior to recordation of final map. The remainder required Inclusionary unit shall be satisfied with the payment of in-lieu fees. Amended by Reso. 191-06 (October 2006) and Amended by Community Development Director (June 2008) 9. Aerial Photo. See Sheet 3 of Exhibit A-1 (project plans). Amended by Ord 10-06 (Ju1y2006) 10. Applicable Requirements of Dublin Zoning Ordinance. Except as specifically provided in this Stage 1 and 2 Development Plan, the use, development, improvement and maintenance of the Property shall be governed by the provisions of the Dublin Zoning Ordinance pursuant to section 8.32.060.C. 11. Statement of compatibility with Stage 1 Development Plan. The Stage 2 portion of this Development Plan is consistent with the Stage 1 portion of this Development Plan. 7of7 u Community Development Department Planning Division MEMORANDUM DATE: October 24, 2006 TO: File, PA 02-063 and 06-034 CC: Jeri Ram, Community Development Director Mary Jo Wilson, Planning Manager .. \\ FROM: Mamie R. Nuccio, Associate Planner~¢t' SUBJECT: Minor Amendment to Planned Development Zoning District (PA 02-063) for Willows at San Ramon Village to relocate affordable housing units On September 1, 2006, Braddock & Logan submitted a letter requesting modifications to their Affordable Housing Agreement in order to relocate some of the required affordable housing units at the Willows project. Braddock & Logan is the developer of 56 residential townhouse units which were approved as part of the Bancor Alcosta project. The Affordable Housing Agreement was recorded on July 22, 2005 and requires a total of 7 affordable housing units. The Planned Development Zoning (PA 02-063) for the project sets forth the location of the 7 required affordable housing units and the Affordable Housing Agreement must remain consistent with the Planned Development Zoning. In order to amend the Affordable Housing Agreement an amendment to the Planned Development Zoning District must also be accomplished. At the October 3, 2006 City Council meeting the City Council adopted Resolution 191-06 approving Braddock & Logan's request to relocate 5 of the 7 affordable housing units within the project and directed staff to amend the Planned Development Zoning and Affordable Housing Ageement accordingly. The Dublin Zoning Ordinance allows the Director of Community Development to approve an amendment to a Planned Development Zoning District by administrative action upon finding that, "...the amendment substantially complies with and does not materially change the provisions or intent of the adopted Planned Development Zoning District Ordinance for the site." Based on direction from the City Council, the Director hereby finds that the relocation of affordable housing units within the project substantially complies with and does not materially change the intent of the Planned Development Zoning because, 1) the new location of 5 of the affordable housing units aze larger in size and include upgrades not included with the current affordable housing unit locations; 2) the larger unit size will provide an affordable housing opportunity for lazger family sizes; 3) the relocation of 5 of the affordable housing units will allow for them to be available within Phase 1 of the project instead of later phases which will provide affordable housing opportunities to the community sooner; and 4) the 5 former affordable housing units which aze smaller in size will have mazket rate sales prices that will be more affordable to a lazger segment of the community for buyers that do not qualify for affordable units due to income restrictions but similarly may not quality for market rate sales prices of larger homes. lofl • .Revised per Resolution 191-06~the City Council on October 3, 2006 Revised per Ordinance 10-06 by the City Council on July 18, 2006 Stage 1 and 2 Development Plan for San Ramon Village Plaza This is a Stage 1 and 2 Development Plan pursuant to Chapter 8.32 of the Dublin Zoning Ordinance. This Development Plan meets all the requirements for a Stage 1 and 2 Development Plan and is adopted as part of the PD-Planned Development rezoning for the San Ramon Village Plaza, PA 02-063. The Stage 1 and 2 Development Plan consists of the items and plans identified below, many of which aze contained in the document entitled "Exhibit A-1 (project plans)", dated March, 2004 which is incorporated herein by reference, and as amended by Ordinance 10-06 on July 18, 2006 and City Council Resolution 191-06 on October 3, 2006. The PD-Planned Development District and this Stage 1 and 2 Development Plan provide flexibility to encourage innovative development while ensuring that the goals, policies, and action programs of the General Plan, and provisions of Chapter 8.32 of the Zoning Ordinance aze satisfied. 1. Statement of proposed uses. The Development Plan for the San Ramon Village Plan provides for the development of a 4.62 acre site as a mixed use development in two development zones: Medium Density Residential and Commercial/Mixed Use (See Sheet 4 of Exhibit A-1 (project plans)). a. Permitted Uses (Medium Density Residential): 1. Single-family dwellings 2. Multi-family dwellings 3. Animal Keeping -residential 4. Cazetaker Residence 5. Community Caze Facility/Small 6. Duplex 7. Group Single-Family 8. Gazage sales 9. Home Occupations 10. Off-street Pazking Lots 11. Pazking Lot -Residential 12. Second Unit 13. Small Family Day Caze Home (1-8 children) 14. Vending Machines Conditional Uses: 1. Boazding and Rooming Houses 2. Community Clubhouse 3. Community Facility 4. Bed and Breakfast Inn 5. Community Caze Facility (Lazge) Accessory Uses: As provided for in the regulations and procedures of the Zoning Ordinance. b. Permitted Uses (CommerciaUMixed Use): 1. Bakeries 2. Banks and Financial Services 1 of 7 • Revised per Resolution 191-06~the City Council on October 3, 2006 Revised per Ordinance 10-06 by the City Council on July 18, 2006 3. Bicycle Sales, Service and rentals 4. Bookstores, except adult book stores 5. Catering establishments 6. Community Caze Facility/Small 7. Eating and drinking establishment 8. Instructional Facilities 9. Home Occupations 10. Off-street Pazking Lots 11. Parking Lot/Gazage -Commercial 12. Office -Contractors (no exterior storage) 13. Professional/AdministrativeBusiness/Financial 14. Repair Shop (non-automotive) 15. Retail (General, neighborhood, service) 16. School -commercial 17. Shopping Center 18. Specialty schools 19. Studios/Photographers/Artists 20. Vending Machines 21. Temporary Mobile Home/Manufactured Home Conditional Uses (by Planning Commission): 1. Animal Sales and Services 2. Arcade 3. AutomobileNehicle Brokerage, Rental, Sales, Repairs and Service 4. AutomobileNehicle Rental 5. Bed and Breakfast Inn 6. Community Caze Facility (Lazge)Boazding and Rooming Houses 7. Health Services and Clinics 8. Community Caze Facilities/ Lazge 9. Dance Floors 10. Day Caze Centers 11. Drive-In/Drive-through Business 12. Nursing Homes 13. Community Clubhouse 14. Community Facility 15. Hospita]/Medical Center 16. Hotel/Mote] 17. Laboratory 18. Massage Establishment 19. Plant Nursery 20. Recreational Facility/Indoor 21. Service Station Conditional Uses (by Zoning Administrator): 1. Outdoor Mobile Vendor 2. Outdoor Seating 2of7 • Revised per Resolution 191-06~he City Council on October 3, 2006 Revised per Ordinance 10-06 by the City Council on July 18, 2006 3. Temporary outdoor sales not related to on-site established business (Sidewalk Sale) Accessory Uses: As provided for in the regulations and procedures of the Zoning Ordinance. Temporary Uses: The following temporary uses are allowed provided they meet the regulations and procedures of the Zoning Ordinance for Temporary Uses: 1. Tract and Sales Office/Model Home Complex 2. Arts and Crafts Fair 3. Fireworks Sale 4. Outdoor sale by established business establishment 5. Subdivision signs, office, sales and equipment yard 6. Temporary Construction trailer 7. Pumpkin, Christmas Sales Lots Note: Uses not specifically listed shall require a minor amendment to the Planned Development Zoning District in accordance with Section 8.32.080 of the Dublin Zoning Ordinance. Amended by Ord 10-06 (July 2006) Under the proposed tenant mix, restaurant uses would account for 5,500 squaze feet of floor area. Prior to approving a tenant improvemenUCity business license for additional restaurant floor azea within San Ramon Village Plaza, the applicant shall provide evidence to the satisfaction of the Community Development Director that pazking available at the center is adequate to support additional restaurant uses. Dublin Zoning Ordinance -Applicable Requirements: Except as specifically modified by the provisions of this PD District Rezone/Development Plan, all applicable general requirements and procedures of the Dublin Zoning Ordinance shall be applied to the land uses designated in this PD District Rezone. 2. Stage 1 and 2 Site Plan. See Sheet 4 of Exhibit A-1 (project plans). 3. Site Area, Proposed Densities, Phasing and Development Regulations. PHASE NO. LOT/ PARCEL MAXIMUM NO. DWELLINGS/ BUILDING AREA ACRES DU'S /AC PD STAGE NO. 1 2 and 3 18 units 1 and 2 2 2 17 units 1 and 2 3 2 21 units 1 and 2 Amended b Reso. 191-06 October 2006 SUBTOTAL: 56 UNrtS 2.94 18.02 ]and 2 1 1 14,377 s . ft. of commercial retail 1.68 0 I and 2 TOTAL 1, 2, 3 56 Units and 14,377 sq. ft commercial retail 4.62 12.2 1 and 2 Amended by Ord. 10-06 (July 2006) 3of7 Revised per Resolution 191-06~he City Council on October 3, 2006 Revised per Ordinance 10-06 by the City Council on July 18, 2006 Residential Medium Density Homes fI'ownhome-style Condomimiums) Minimum Lot Size per d.u.: 2,000 sq. ft. Maximum density: 56 units Minimum Site Area: 2.24 acres Minimum Building Setbacks: 10' minimum A. Public Street Frontage: Front Yard Setback: 10' minimum; Side Yard Setback: 5' minimum Reaz Yazd Setback: 10' minimum Stair landings:. 0' minimum: Porches: 5' minimum Elevated Decks: 5' minimum Architectural Projections/ Details and Bump Outs: 5' minimum B. Private Street Frontage: Front Yard Setback: 10' minimum; Side Yazd Setback: 5' minimum Rear Yard Setback: 0' minimum Stair landings: 4' minimum: Porches: 3' minimum (from face of curb) Elevated Decks: - 0' minimum (from face of curb) Architectural Projections/ Details and Bump Outs: 0' minimum (from face of curb) C. Non-Street Frontage: Front Yard Setback: 10' minimum; Side Yard Setback: 10' minimum Reaz Yard Setback: 10' minimum Stair landings: 4 ' minimum: Porches: 5' minimum Elevated Decks: 10' minimum Architectural Projections! Details and Bump Outs: 5' minimum (from assumed property line) Minimum Site Width: 0 . Maximum Site Coverage: 100% Minimum Building Sepazation: 10' minimum Maximum Height: Four or more dwellings: Three stories or forty five feet Accessory Structures: Height limits shall be as stated in the Dublin Zoning Ordinance. Pazking/Gazages: Studio/lbed: One covered and one guest space for each two units 4of7 Revised per Resolution 191-06~he City Council on October 3, 2006 Revised per Ordinance 10-06 by the City Council on July 18, 2006 Two or more Bed: two covered per dwelling units; one guest for each two units Two-car tandem garages: Permitted. Compact spaces: 35% of total required spaces, maximum Commercial RetaillOflice: Lot Area: A. Interior Lot: B. Corner Lot: Lot Width and Frontage: A. Interior Lot: B. Comer Lot: Lot Depth: Setbacks: A. Front: B. Side: C. Street Side: D. Reaz: Height: Coverage: Pazking/Gazages: Compact Spaces: 5,000 sq. ft. minimum 6,000 sq. ft. minimum 50 ft. minimum 60 ft. minimum 100 ft. minimum 20 ft. minimum 0 ft. minimum, except shall be 10 ft. where abutting residential 10 ft. minimum 0 ft. minimum 36 ft. maximum N/A As required by City of Dublin Off-street pazking standazds 35% of total required pazking, maximum 4. Architectural Standards. See attached Floor Plans and Elevations by The Dahlin Group, Sheets A.1 through A-18, contained in Exhibit A-1 (project plans). Any modifications to the project design shall be substantially consistent with these plans and of equal or superior materials and design quality. 5. Residential Phasing Plan. The residential site will be developed in phases as follows (See also Figure 1.): PIIASE BUILDING NO. LOT NO. NO.OF UNITS Phase 1 3, 4 ,5 and 11 2 and 3 18 6 BMR* Units Phase 2 1, 2 and 6 2 17 0 BMR* Units Phase 3 7, 8, 9 and 10 2 21 1 BIvIR* Unit Total 56 7 BMR Units "BMR =Below Mazket Rate **The commercial component of the project will be constructed as one (1) phase. Amended by Reso. 191-06 (October 2006) 5of7 Revised per Resolution 191-06~e City Council on October 3, 2006 Revised per Ordinance 10-06 by the City Council on July 18, 2006 Figure 1. PROPOSED LOCATION OF AFFORDABLE UNITS 1~~ used i~l'luses ,~1 ~, ;;: j :' 'r d / \~ U~ l ~ 911-01[11118 `. i 1 J ..~ ~ i.... ..___I Affordable Housing Units 11 ,11 WILLOWS AT SAN RAMON VILLAGE TRACT # 7437 ~ 6. Master Neighborhood Landscaping Plan/Preliminary Landscape Plan. Refer to Exhibit A-1 (project plans), Sheets L-1 through L-7, Preliminary Landscaping Plan by The Guzzazdo Partnership. All Project monumentation and entry signs shall conform to Sheets L-6 and L-7, Preliminary Landscaping Images and Details of the Project Plans. A Final Landscaping Plan will be required to be submitted and approved prior to building permit issuance. 7. General Plan Consistency. San Ramon Village Plaza project includes a General Plan amendment which modifies General Plan maps and tent for the project. The project PD-zoning and this Stage 1 and 2 Development Plan shall not be effective until the above general plan amendments aze approved and effective. 8. Inclusionary Zoning Regulations. To satisfy the City's Inclusionary Zoning Ordinance (Dublin Municipal Code Chapter 8.68) and ariy amendments thereto, 12.5%, or 7 dwelling units in the project must be Inclusionary units in accordance with the regulations of the Ordinance. The 6of7 Revised per Resolution 191-06 lie City Council on October 3, 2006 Revised per Ordinance 10-06 by the City Council on July 18, 2006 Applicant/Developer shall construct 6 units in Phase 1 and 1 unit in Phase 3, designating these units as for-sale ("ownership") Inclusionary units affordable to very low-, low-, and moderate-income households, and shall enter into an agreement with the City to impose appropriate resale controls and rental restrictions on the units, prior to recordation of final map. Amended by Reso: 191-06 (October 2006) 9. Aerial Photo. See Sheet 3 of Exhibit A-1 (project plans). Amended by Ord 10-06 (Ju1y1006) 10. Applicable Requirements of Dubliu Zoning Ordinance. Except as specifically provided in this Stage 1 and 2 Development Plan, the use, development, improvement and maintenance of the Property shall be governed by the provisions of the Dublin Zoning Ordinance pursuant to section 8.32.060.C. 11. Statement of compatibility with Stage 1 Development Plan. The Stage 2 portion of this Development Plan is consistent with the Stage 1 portion of this Development Plan. 7of7 05/23/2006 14:41 FAR 8256485700 Braddock&LOSSn I~j002/00? . -~,.' • ~ BRADDOCR & LOGAN SERVICES. INC BUILDERS - DEVEI_UPERS esTAaLtsxEO i9a7 P. 0. BOX 5300 DANVILLE. CALIFORNIA 94526-107n TELEPHONE (925) 7764000 FACSIMILE (925) 648-5700 VIA FACSIMILIE: (925) 833-6628 May 23, 2006 Ms. Jeri Ram Community Development Director City of Dublin 100 Civic Plaza Dublin, CA 94568 Re: San Ramon Village Phased Occupancy Request Dear Ms. Ram: I am writing in response to your letter to 7eff Lawrence dated May 22, 2006, regazding Braddock & Logan's request for approval of a Phased Occupancy Permit for the San Ramon Village/Willows project in Dublin. Mr. Lawrence is out of the office for the next few days and has asked me to respond on his behalf. In response to the items set forth in your letter, Braddock & Logan responds as follows: 1. Braddock & Logan agrees that from this point forwazd it is proceeding at its own risk in opening models and selling units until the City Council addresses this issue at its meeting on June 20, 2006. 2. Braddock & Logan will notify prospective purchasers that the City of Dublin has informed it that the City will not grant any occupancies until the P.D Zoning has been changed for the site and that the City has scheduled this item to be agendized for a City Council meeting on June 20, 2006. Very truly yours, ~~ Robert Miller General Counsel cc: Jeff Lawrence Jerry Cody 05/23/2006 TUE 15:45 tTA/R% NO 5030] ~JOOY May 23 O6 01:06p (-~~e-~.~-o .~ p.1 • h~Svo-- Rte. BANGOR ~s_ P P~ O P E R T I E S ~oh.+ '~;,Y,lcef LLC May 22; 2006 Ms. Jeti Ram Conununity Deaelopment Director City of Dublin I00 Civic Plaza Dublin, CA 94565 Re: San Rancon NTllage Plaza Exterior Rernadel S93I-8953 San Ramon Road Plan Check 11%0. 21389 Dear Jeri: On behalf of the owner, the 200D Corbett Family Trust, we once again apologize for the delay of resubmitting our plans and not obtaining a building pemtit in a timelier manner. There have been many factors in the delay; one of which was the exorbitant costs of doing the remodel as submitted in our first plan check. As you arc awaze, the majority of tenants have long tetra leases signed by the previous owner at rates well below market rate. VVe had a budget amount that made sense for the project and the revenue generated from Ute existing rents. When the bids came in over double our budget, we decided we had to look for areas that we could save money, yet not affect the overall quality of the project, The main area where we felt we could save a substantial amount of money was at the rear of the building near the freeway. The revised design retains a major portion of the curb and removed the meta] 1relIises on the rear of the building and replaced them with trees. On the remainder of the project, we retained more of the existing curbs and added lazldscape in some aeeas where we had proposed ltazdscape. I[ is our belief that these changes are relatively minor from a quality and appeatance standpoint, but could save several hundred thousand dollars from the site work costs. We also believe these are minor deviations from our approved plans and we hope that you can utilize your authority to approve the changes. We know that your consulting City Landscape Architect will make a big deal about the changes and we would appreciate your assistant in obtaining his approval. If you have any questions, please contact me at (925) 455-10 i2. Sincerely,~ /]~J Michael $anducci President .I {54 F I RST STILEGT LI VEIiMOF.E CA 9{550 I' H (g'+5) 455-I fl-~ FAX. (9^_5) {55-1 +3(. 05/23/2006 T[JE 13:51 [T%/R1 NO 5022] C{IJ 001 CITY OF DUBLIN 100 Civic Plaza, Dublin, California 94568 Website: http://v,~ww.ci.dublin.ca.us May 18, 2006 Mr. Jeff Lawrence Braddock & Logan Services, Inc. 4155 Blackhawk Plaza Circle, Suite 201 Danville, CA 94506-4613 Re: San Ramon Village Phased Occupancy Request Dear Mr. Lawrence: I received your request for approval of a Phased Occupancy Plan for this project on May 9, 2006, pursuant to the requirements of Condition No. 9 of your Site Development Review Permit for PA 02-063. Based on my review of the record, I am not approving your Phased Occupancy Plan for the following reasons: Based on a review of the Staff Report dated May 18, 2004, including the exhibits and minutes, the Phased Occupancy Request is inconsistent with the intent and approvals for the project. The City Council approval clearly intended that the commercial project be completed in conjunction with the residential aspects of the project. The Stage 1 and Stage 2 Planned Development Zoning for the project indicated that the project would be completed in two phases. Phase 1 included the renovation of the commercial building and commercial pazking azea and 43 residential units in Buildings ]- 2and 6-I 1. Phase 2 included 13 residential units in Buildings 3-5. Your proposed Phased Occupancy Plan indicates Phase 2 would be completed before Phase I . Therefore, I cannot approve this plan because it would be inconsistent with the phasing required by the PD. 2. Condition No. 9 in the SDR states that prior to receiving any occupancies all physical improvements are to be completed prior to occupancy of any buildings within that phase except for items specifically excluded in an approved Phased Occupancy Plan, or minor handwork items, approved by the Department of Community Development. Your proposed Phased Occupancy Plan fails to include the completion of the commercial building or pazking azea of Phase 1. I do not intend to approve Area Code (925) Ciry Manager 833-6650 City Council 833-6650 Personnel 833-6605 Economic Development 833-6650 Finance 833-6640 Public Works/Engineering 833-6630 Parks 8 Community Services 833-6645 Police 833-6670 Planning/Code Enforcement 833-6670 Building Inspection 833-6620 Fire Prevention Bureau 833-6606 Pdnted on Recycled Paper Mr. Jeff Lawrence • • May 18, 2006 Page 2 any Phased Occupancy Plan that does not include the commercial building and commercial pazking area in Phase 1. Any Phased Occupancy Plan that I approve will have to ensure that the commercial building renovation and commercial parking azea in Phase 1 is completed along with the residential portion of the project, as this was the City Council's intent when it approved the project. Should you desire to move forwazd with your project in its current configuration without including the commercial element and modifying the approved phases, Braddock & Logan, as well as the property owner for the commercial portion of the project, will need to apply for an amendment to the Planned Development Zoning for the project. This amendment would be heazd by the Planning Commission and City Council at public hearings on the request. As Braddock & Logan is already under construction on the project, your request would be expedited by Staff to the eazliest possible hearing dates once a complete application is submitted. Please let me know if you have any questions regazding this letter. I would be happy to meet with you to go over the process for the amendment to the Planned Development. incerely, Jeri am, .Community Development Director Cc: Rich Ambrose, City Manager John Bakker, Assistant City Attorney G:\PA#\2002\02-063 Bancor Alcosta Site\PCK\Iawrencephasedocc5-18-06.doc Community Development Department Building and Safety Division MEMORANDUM DATE: May 15, 2006 TO: Gregory Shreeve C ~ FROM: ~ob„Allen, and Christian Cieslewicz SUBJECT: rogress report on Willows project You have requested information regazding the progress of the above mentioned project and the status of each building. Please find a summation as of this date for this project. Buildin¢ number % Completed and comments See picture # , 1, 2 & 6 vacant lots, Road improvements only 11 &12 3 Rough prelim. frame 9 4 Rough prelim. frame 10 5 Rough prelim. frame 8 7, 8 Vacant lots, 9 & 10 Road improvements only 5 & 6 11 90% completed, Trimmed out 3 & 4 Almost completely painted. Commercial Most units rented and operational 2 Center San Ramon Donut's was vacant A-2 lawn mower center was closed. Gas Station Fully operational 1 04/27/2006 10:29 FAX 9256485700 Braddock&Lo6an ~ f~j001/004 .:.. • • BRADDOCIC 6c LOGAN SERVICES, INC. 4155 BLACKHAWK PLAZA CIRCLE, SU[TE 201 DANVILLE, CA 94506 TELEPHONE (925) 736-4000 FAX (925) 648-5700 FACSIMILE TRANSMITTAL SHEET TO: Jeri Ram FROM: Jeff Iawxence Co,~a„y: City of Dublin DATE: 4/27/06 FAX: (925) 833-6628 TELEPHONE: San Ramon Village -Dublin TOTAL NO. OF PACES INCLUDING COVER: 4 SENDER'S REFERENCE NUMBER: Cc: ^ URGENT ^ FOR REVIEW ^ PLEASE COMMENT ^ PLEASE REPLY ^ PLEASE RECYCLE NOTES/COMMENTS: B RADDOCK ac LOGAN SERVICES, INC. 4155 BLACKHAWK PLAZA CIRCLE SUITE 201 DANVILLE, CA 94506 (925) 736-4000 (925 748.5700 (FAX) 04/27/2006 THU 11:34 [TX/R% NO 9576] I~j 001 04/27/2006 10:31 FAX 9256485700 . , ,. • April 20, 2006 Braddock&Losan • C~1j002/004 BRADDOCK R LOGAN SERVICES, INC. BUILDERS-DEVELOPERS ESTABLISHED 1947 P. O. BOX 5300 DANViLLE, CALIFORNIA 945261076 TELEPHONE (925) 736-4000 FACSIMILE (925) 648-5700 Sent by Facsimile (925) 455-1436 Bancor Properties 1459 First Street Livermore, CA 94550 Attention: Mike Banducci RE: SAN RAMON VILLAGE, DUBLIN, CA Dear Mike: As you and I have discussed on the telephone, the City of Dublin has notified Braddock & Logan that it is interpreting the Conditions of Approval for the San Ramon Village project to require that all upgrades on the commercial project be completed, that additional handicap parking be installed on the commercial project site and that the commercial property be fully sprinklered nD ~Or t0 electrical meter release, gas meter release or final approval of any unit on the residential project. I am attaching a copy of the City of Dublin Inspection Report dated April 14, 2006, which sets forth these requirements, for your reference. You and I have previously discussed Seller's responsibilities to complete the commercial project improvements under the Real Estate Purchase Agreement and Joint Escrow Instructions dated September 21, 2004, pursuant to which Braddock & Logan Group III, L.P. purchased the subject property. That Agreement provides: "Seller shall timely complete all improvements required for the development and improvement of the Commercial Parcel, [and] shall timely complete all conditions of approval that affect the Commercial Pazcel solely...." (Purchase Agreement Pazagraph 15.D). I understand from your voicemail message to me this morning that you are meeting with the City to resolve the outstanding issues. As I am sure you aze well awaze, it critical to Braddock & Logan Group III, L.P. that its construction timetable not be delayed due to issues relating solely to the commercial pazcel. Any such delay will cause Braddock & Logan Group III, L-P. to incur substantial financial damages. Braddock & Logan Group III, L.P. is relying on Bancor to resolve these issues timely so as to permit construction to continue without any delay, as required by the Purchase Agreement. Please let me know if you require any assistance or information from Braddock & Logan in your negotiations with the City. 04/27/2006 THU 11:34 [TX/RX NO 8576] 1a3J 002 04/27/2008 10:33 FAX 9258485700 .. . • Mr. Mike Banducci Page 2 Apri] 20, 2006 Braddock&Logan Thank you for your continued work on this matter. • Very truly yours, ~. Robert S. Miller General Counsel cc: Jeff Lawrence, Braddock & Logan Attachments f¢~oo3/9aa 04/27/2006 TBU 11:34 [TX/RX NO 9576] X003 ~~ City• of Dublin Building and Safety Division 100 Civic Plaza Dublin, CA 94568 Phone (925) 833-6620 Fax (925)833-6628 Inspection Scheduling (925)833-6620 '~ INSPECTION. REPORT ^ CORRECTION NOTICE . Project Name i ~I !/,U -fi` . 'w Date and Time: ' D 6 !~ Project Address c. ! di Permit Number G~1.-.=z~~ather Inspector Inspector Accompanied by: t Type of Area of Inspection ~.(_. f~ ( ~ RESULTS Approved to Cover ^ Partial Approval ^ Do Not Cover 0 Approved Plans /Permits not Available ^ Could not locate Superintendent ^ All Previous Inspection Reports not on site .(3~Proceed ^ Re-Inspection Required ^ Re-Inspection Fee Due ^ Job Not Ready ^ Building locked or Inaccessible Comments ~ - ~ --- . . Q~~ ~ ~' ~ - ,r~ l l C+o - ,d ~ ~ F J, M-~a-I,t ~ ~ (~.I~ f'~cA12~'/ ~I U lrYl c~ i l sal f..C~CTs~lG4-( w~~ l ~t2 2i;1 ~S ~ /a-t3 ~ F~'it /l/[~ t vl I A-( ~2 Atit tt UM,~ ~', ~ ~ ~1Rn,IP n~~,~ e~Plt ~~ ,4 11 W-,Px, ,~~ ~. a-tn D ~ ~! 8-~I S tnl f~.2 f t2 ~ fl/ ~, , ! ~ ~ 75 W "- ._ Page I of Page 1 of 1 Gregory Shreeve From: Jeri Ram Sent: Tuesday„Mar`ch'28,:2006_7,:56:P_M To: Gregory Shreeve; Brent Smith Cc: Chris Foss; Scott McMillan Subject: Banducci - Alcosta Hi guys -just had a conversation with Mike Banducci regarding the commercial portion of San Ramon Village. Mike indicated that they were close to resubmitting, but the person he had been working on with the building plans had left the firm. They can't seem to find the redlined plans that went with the comments. He would like to come in next week and sit down with Brent to go over the City's building file to see if he has everything to proceed. ~laalso~asked:if:he,wouldshow~his=goodefaith=and^post'a'liondefor'the"sprinkler-work'on=the=commercial buildings--he said-that.wouldbe no problem~Soecould;you:pleaseseeahatahat:occurs:andaet:mecknow,asap - othervvise we=have°problems with°finaling=the-residentiaLunitssof=6raddock°and=Logan~Please call Mike and follow up on all of this and give me a progress report next week. Mike's phone numbers are 925-455-1072 and cell - 925-984-7914. Thanks, Jeri 4/27/2006 AFFORDABLE HOUSING AGREEMENT FOR THE CONSTRUCTION OF INCLUSIONARY UNTfS PA 02-063, Braddock & Logan, Group III, L.P., a California Limited Partnership San Ramon Village Plaza THIS AGREEMENT is hereby entered into this 1 day oi~T._.~, 2005 by and between the City of Dublin ("the City") and Braddock & Logan, Group , L.P., a California Limited Partnership ("the Developer"). The City and the Developer are referred to collectively as the Parties. Recitals 1. Chapter 8.68 of the Dublin Municipal Code. contains Inclusionary Zoning Regulations ("the Regulations"). The Regulations were adopted pursuant to Strategy I.B. of the City's General Plan Housing Element, the purpose of which is to create affordable housing opportunities in the City of Dublin for very low-, low- and moderate-income households. 2. The City of Dublin adopted the Regulations recognizing that the cost of new housing is so high that persons with very low-, low- and moderate-incomes are increasingly unable to locate affordable housing in the City. The purpose of the Regulations is to achieve a balanced community with housing available at all income levels. 3. Accordingly, the Regulations require that residential projects with 20 or more units/lots contain at least 12.5% very low-, low- and moderate-income units/lots. The Regulations require that the units be constructed in the following proportions: 30% very low- income, 20%low-income, and 50% moderate income. In lieu of constructing 40% of the inclusionary units that the Regulations would otherwise require, the Regulations authorize developers to pay a fee set by council resolution, currently $84,198 per unit required but not built. If fees aze paid in lieu of construction, developers aze still required to construct 60% of the obligation. 4. Developer's predecessor in interest received entitlements on May 18, 2004, to construct 56 medium-high density for-sale residential units and to redevelop 14,377 sq. ft. of commercial building space and related parking area (collectively "the Project"), on approximately 4.62 acres of real property in the City of Dublin located east of San Ramon Boulevazd between Bellina Street and Alcosta Boulevard and known generally as San Ramon Village Plaza. and more specifically described in Exhibit 1 (the "Property"). 5. The Project is subject to the City's inclusionary zoning provisions. 6. Based on the Project's 56 units, the Approvals for the Project set forth Developer's obligation under the Regulations to construct 7 inclusionary units. 725951.12 Affordable Housing Agreanent PA 02-063, San Ramon Village Plam July 7,2005 7. Developer has, consistent with the Regulations, elected to meet its obligation by constructing a117 of the inclusionary units. 8. The 7 units ("the Inclusionary Units") will be allocated, consistent with section 8.68.030.B of the Regulations, in the following manner: (a) 2 very low-income units; (b) 1 low- income unit; and (c) 4moderate-income units. 9. The purpose of this agreement is to set forth the manner by which Developer satisfies any and all inclusionary housing obligations applicable to the Project under the Regulations. NOW, THEREFORE, in satisfaction of the requirements of Chapter 8.68 of the Dublin Municipal Code, The Inclusionary Zoning Regulations, Condition of Approval 55 of CC Resolution No. 814, and in consideration of the City's approval of the Project, Developer and City for themselves and their respective successors and assigns hereby agree as follows: 1. Definitions and Intereretations. Terms used in this Agreement shall be defined as set forth in Chapter 8.68 of the Dublin Municipal Code. 2. Developer's ComQliance with Affordable Housins Obli¢ation. Developer shall construct 7 Inclusionary Units within the Project as set forth in this Agreement. Developer intends to complete the Project in four (4) sepazate construction phases. Section 8.68.030 of the Regulations requires that all affordable units in a project be constructed concurrently with a project or phase of a project. Developer has proposed, and the City hereby approves, subject to the conditions contained in this pazagraph, the following phased scheduled for the construction of the Inclusionary Units: Total units Very-low income units 0 Low-income units 0 0 1 0 Moderate- income units 0 Phase I 0 Phase II 2 Phase III 2 Phase IV 3 3 The Building Official or Community Development Duector shall withhold occupancy for any multi-unit building until all the Inclusionary Units within the particular multi-unit building aze constructed and completed to the satisfaction of the Building Official or Community Development Duector. All Inclusionary Units shall be constructed concurrently with the mazket-rate units in the phase in which the Inclusionary Units aze located. If the Building Official or Community Development Duector determines that the Inclusionary Units in a particular phase have not been or are not being constructed concurrently with the mazket-rate units, the Building Official shall 725952.12 Affordable Housing Agreement PA 02-063, San Ramon Village Plaza July 7, 2005 withhold further issuance of building permits in the Project until construction of the Inclusionary Units in the phase has commenced to the satisfaction of the Community Development Director. 3. .In-Lieu Fees. Developer has elected to provide the full 12.5% of the units as Inclusionary Units. Developer is thus not required to pay in-lieu fees. 4. Inclusionary Unit Design, Location, and Size. a. Exterior Materials and Exterior Architectural Desi¢n. The exterior materials and exterior architectural design of the Inclusionary Units shall be consistent with the Project's mazket-rate units as reviewed and approved through the Site Development Review by the City Council on May 18, 2004; provided, however, that minor changes to unit size maybe approved by the Community Development Director through a Site Development Review waiver. The City hereby finds that the units as shown on the Site Development Review approval set forth in City Council Resolution No. 81-04 are not distinguished from the madcet-rate units by exterior design, construction or.materials, as required by Section 8.68.030.E of the Regulations; provided, however, that minor changes to the exterior elevations of the units may be approved by the Community Development Director through a Site Development Waiver. b. Unit Location. Consistent with section 8.68.030 of the Regulations, the Inclusionary Units shall be dispersed throughout the individual phase in which they aze constructed. Exhibit 2 shows the location of the Inclusionary Units as proposed by the Developer, and the City hereby finds that the.units as shown aze reasonably dispersed through the Ptoject as required by section 8.68.030.E of the Regulations. c. Unit Bedrooms and Size. The size of the Inclusionary Units shall be consistent with the Site Development Review approval set forth in City Council Resolution No. 81-04, provided, however, that minor changes to unit size maybe approved by the Community Development Director through a Site Development Review Waiver. The Inclusionary Units shall be of the same range of numbers of bedrooms provided in the Project at large. The Inclusionary Units shall be allocated within the phases and by number of bedrooms as follows: Total Very-low units income units Phase I 0 0 Low-income units 0 Moderate- income units 0 Phase II 2 1 4BR unit Phase III 2 1 3BR unit Phase IV 3 none 1 3 BR unit 1 4BR unit 1 4BR unit 2 3 BR units The City hereby finds this allocation reflects the range of numbers of bedrooms provided in the Project as a whole, as required by section 8.68.030.E of the Regulations. 725952.12 Affordable Housing Agreement PA 02-063, San Ramon Village Plaza July 7,2005 5. Ensuring Affordability. a Sales Price and Marketing. Developer shall sell the Inclusionary Units at sales prices that are affordable, as applicable to the individual buyer, to persons with very low-, low-, ormoderate-incomes as defined in the Regulations. The maximum sales price shall be adjusted for household size and income. Additional detail on the manner of calculating sales prices for the Inclusionary Units is set forth in the Layperson's Guide to the Inclusionary Zoning Ordinance Regulations, adopted by the City Council on June 1, 2004 and attached hereto as Exhibit 3. All units shall be marketed and sold consistent with the Regulations. b. Marketing Plan. Developer shall prepaze and receive City approval of a Mazketing Plan in the form required by the Layperson's Guide to the Inclusionary Zoning Ordinance Regulations, which were adopted by the City Council on June 1, 2004 and attached hereto as Exhibit 3. prior to issuance of the first building permit in the Project. c. Resale Agreements. Developer shall require the initial buyer of each Inclusionary Unit to execute a Resale Restriction and Option to Purchase Ageement ("the Resale Agreement") in substantially the same form attached hereto as Exhibit 4. The Resale Ageement satisfies the requirements of Section 8.68.OSO.C. This Affordable Housing Agreement shall serve as the agreement required by section 8.68.030 of the Regulations. 6. Term. This Agreement shall be effective until all Inclusionary Units aze constructed and closed and a Resale Agreement in substantially the form attached hereto as Exhibit 4 has been recorded against each Inclusionary Unit. Upon satisfaction of these requirements, Developer shall have no further obligations under this Agreement. 7. Memorandum of Agreement to be Recorded. The Parties shall execute and acknowledge a Memorandum of this Agreement ("Memorandum") substantially in the form attached hereto as Exhibit 5, and City shall cause the memorandum to be recorded in the Official Records of Alameda County upon its execution. 8. Agreement Runs with the Land. All of the provisions, rights, terms, covenants, and obligations contained in this Agreement shall be binding upon the Parties and their respective heirs, successors and assignees, representatives, lessees, and all other persons acquiring the Property, or any portion thereof, or any interest therein, whether by operation of law or in any manner whatsoever. All of the provisions of this Agreement shall be enforceable as equitable servitude and shall constitute covenants runn;rtg with the land pursuant to applicable laws, including, but not limited to, Section 1468 of the Civil Code of the State of California Each covenant to do, or refrain from doing, some act on the Property hereunder (a) is for the benefit of the Property and is a burden upon the Property, (b) runs with the Property, and (c) is binding upon each Party and each successive owner during its ownership of the Property or any portion thereof, and shall be a benefit to and a burden upon each Party and the Property hereunder and each other person succeeding to an interest in the Property. ' Affordable Housing Agreement PA 02-063, San Ramon Village Plaffi ~zs9s~.~~ 4 July 7, 2005 ~~ 9. Assignments and Transfers. a. Rieht to Assign. Developer may wish to sell, transfer or assign all or portions of the Property to other developers (each such• other developer is referred to as a "Transferee"). In connection with any such sale, transferor assignment to a Transferee, Developer may sell, transfer or assign to such Transferee any or all rights, interests and obligations of Developer arising hereunder and that pertain to the portion of the Property being sold or transferred, to such Transferee, provided, however, that: no such transfer, sale or assignment of Developer's rights, interests and obligations hereunder shall occur without prior written notice to City and approval by the City Manager, which approval shall not be unreasonably withheld or delayed. b. Approval and Notice of Sale Transfer or Assienment. The City Manager shall consider and decide on any transfer, sale or assignment within thirty (30) days after Developer's notice thereof, provided all necessary documents, certifications and other information aze provided to the City Manager to enable the City Manager to determine whether the proposed Transferee can perform the Developer's obligations hereunder. Notice of any such approved sale, transfer or assignment (which includes a description of all rights, interests and obligations that have been transferred and those which have been retained by Developer) shall be recorded in the official records of Alameda County, in a form acceptable to the City Manager, concurrently with such sale, transfer or assignment. c. Effect of Sale, Transfer or Assi¢rmrent. Developer shall be released from any obligations hereunder sold, transferred or assigned to a Transferee pursuant to section 9.a of this Agreement, provided that: a) such sale, transfer or assignment has been approved by the City Manager pursuant to sections 9.a and 9.b; and b) such obligations are expressly assumed by Transferee and provided that such Transferee shall be subject to all the provisions. 10. Successors. Except as specifically provided in this Agreement, this Agreement shall bind and inure to the benefit of all successors and assigns of the parties and any associates in interest, and their respective directors, officers, agents, servants, and employees, and the successors and assigns of each of them, separately and collectively. Developer shall provide notice to the City of the names and mailing addresses of any such successors or assigns. 11. Hold Harmless. Developer shall hold City, its elective and appointive boazds, commission, officers, agents and employees harmless from and against any or all loss, liability, expense, claim, costs, suits, damages of every kind, nature and description directly or indirectly arising from the performance of the obligations or undertakings of Developer pursuant to this Agreement. Developer shall defend City and its elective and appointive boards, commission, officers, agents and employees from any suits or actions at law or in equity for damages caused or alleged to have been caused, by reason of any of the obligations or undertakings of Developer pursuant to this Agreement. It is further provided that this hold harmless agreement shall apply to all damages and claims for damages for every kind suffered, or alleged to have been suffered, by reason of any of the obligations or undertakings of Developer pursuant to this Agreement. 12. Enforcement. If the Developer defaults in the performance or observance of any covenant, condition, restriction or obligation of the Developer as set forth in this Agreement, and Affordable Housing Agreement PA 02-063, San Ramon Village Plana ~zsssz.~z 5 July 7, 2005 such default remains uncured for a period of thirty (30) days after notice thereof is given by the City, or, if the default is of a nature that would reasonably requiremore than thirty days to correct or cure, if Developer fails to commence the correction or cure within the thirty (30) day period and thereafter diligently prosecute the cure to completion, the City may take any one or more of the following steps: a. By specific performance or other action or proceeding at law or in equity, require the Developer to perform its obligations under this Agreement or enjoin any acts or things which may be unlawful or in violation of the rights of the City hereunder. b. Take such other action at law or in equity as may appear necessary or desirable to enforce the obligations, covenants, conditions and restrictions of the Developer under this Agreement. If Developer transfers any portion of the Property in bulk and a Transferee defaults under this Agreement, the City shall exercise the foregoing remedies only with respect to the defaulting Transferee and its portion of the Property; and so long as Developer has not otherwise defaulted hereunder, the City shall not seek to exercise any rights and remedies against Developer. 13. Attorneys' Fees. If legal action is necessary to enforce any provisions of this Ageement, the prevailing party shall be entitled to reasonable attorneys' fees and legal costs. 14. Amendments. This Agreement shall be amended only by a written instrument executed by the parties hereto or their successors in interest and duly recorded in the Official Records of the County of Alameda, California. In the event that Developer is unable to perform its obligations under Section 2 of this Agreement due to significant changes in circumstances, such as unanticipated delays in construction within any of the neighborhoods, the City shall confer with Developer in an effort to reach a mutually acceptable resolution, consistent with the terms of the affordable housing conditions in the Approvals. If an agreement is reached, this Agreement shall be amended accordingly. Developer shall pay the City its reasonable costs, including attorneys' fees, incurred in such negotiations and in amending this Agreement, and Developer shall, if requested by the City, provide the City with a reasonable deposit to cover the City's reasonable costs, upon Developer initiating such negotiations. I5. Corporate Authorih~. If any party is a corporation or partnership, each individual signing this Agreement on behalf of that corporation or partnership represents and warrants that each of them is duly authorized to execute and deliver this Agreement on behalf of the corporation and that the Agreement is binding on the corporation in accordance with its terms. [EXECUTION PAGE FOLLOR'S] 725952.12 Affordable Housing Agreement PA 02-063, San Rnmon Village Plaza July 7, 2005 IN WITNESS WHEREOF; the parties hereto have caused this Agreement to be executed as of the date and yeaz first above written. CITY OF DUBLIN Dated: '/ / I ~'J/ Oy By ~ ~ City Manager Rx.~a-d C. ~.brora.r Attest: City Clerk Fdlur 1}a{N~at~. BRADDOCK & LOGAN, Group III, L.P., a California Dated: ~ 12/ ~-~ 725952.12 Limited Partnership By: Braddock & Logan III, Inc., Its General Partner ~. Joe Raphel ts: President Affordable Housing Agreement PA 02-063, San Ramon Village Plaza July 7,2005 ~ BANGOR ~ o9F~F,` PROPERTIES ~~` I~?~~ LLC ~A October 18, 2004 Mr. Eddie Peabody, Jr., AICP Community Development Director City of Dublin 100 Civic Plaza Dublin, CA 94568 Re: San Ramon Village Plaza Remodel of 14,500 SF of Existing Retail Dear Mr. Peabody, Bancor Properties would like to reaffirm our commitment to beautifying an important gateway into the City of Dublin by facilitating the development of fifty-six (56) executive townhouses and the remodeling of the remaining worn retail center. Per our meeting, you expressed a concern that we were going to sell the townhouses and simply walk away from the remainder of the center without remodeling the retail portion of the project. In order to alleviate this concern, we have agreed to provide additional information, additional security, and this written commitment to performing the work. Retail Remodel Schedule Execute Design/Build Contract (Antrim): 10/10/04 Relocate Lumpia House: 12/13/04 Demolition of Buildings: O1/15/OS Submit Construction Documents to City: 01/31/05 City Plan Check: 03/07/05 Begin Construction: 04/15/05 Complete Construction 09/30/05 1 4 5 9 FIRST STREET L I V E R M O R E C A 9 4 5 5 0 P H (9 2 5) 4 5 5- 1 0 7 2 FAX (9 2 5) 4 5 5- 1 4 3 6 Mr. Eddie Peabody, J>• • 10/18/2004 Page 2 of 2 Securi In addition, though not required in our conditions of approval, Bancor Properties has agreed to provide for performance security in the form of a bond, cash deposit, bank letter of credit or other form approved by the City of Dublin, which guarantees the installation of the new driveway approach from San Ramon Road and an improved drive aisle leading to the residential main street. A bond estimate will be prepared with the submittal of the construction drawings. In addition, per your request, we have attached the cover letter and signature page of our design build contract with Antrim Engineering and Construction, Inc. City Processing Because this project is of high importance to the City and our willingness to provide additional documentation and security to ensure the project will be completed in a timely manner, you offered to expedite our project through the plan check process. In order to complete the project in timely manner, the following items require processing through the city: a lot line adjustment currently submitted to the city, a building permit required to relocate the Lumpia House, a demolition permit, additional lot line adjustment, and building permit for the remodel of the retail center. We appreciate your in kind cooperation in this matter. If you have any questions, please contact me at (925) 455-1072. Sincerely, Michael Banducci President Attachments: .Portion of Antrim Agreement __ _ AN E'~IN1 ENOINEERINO'. L CONSTRUCTION. INC. , DESIGN -BUIT,D- CONTRACT Prepared For: BancorProperties LLC San Ramon Village. Plaza Corner of Alcosta Boulevard And San Ramon, Road Phone (925) 455-1072 F`ax. (925)455-1436 Email: mike@bancorproperties.com Prepared By: ~~ ~~~~' ENGINEERING & CONSTRUCTION, INC: 1635 Chestnut Street . - Livermore, CA. 94551 . Phone' (925) 426-2444 Faz (925) 426-0371 :.j ,.' , . I: :: ;.. ..,i:~s,. .... ,, :, :~ Rancor Properties LLC Desi~ Build Contract Mtrim Engineering ~ Construction. Irrc: Page ! ~ . £. ., ~ .:. ,'::.: July 22.2004 '. ~ :.:I~:`:., .."1 ::. ~;:;., , :' 163Efffiloddtllbtk9tto4ei Livermore, CA 94550 Bus. (925) 426-2444 Fax (925) 426-0371 '; License #518323 ; f ; 4 ~ ; t,~7c yl=~. ~~ 1r ~ "~'~I. ~ ~ .. i:., ,-SFj;'a11.`„7~is~VI „F.-i~..i. 2, 2004 Nlr. Richard K. Corbett Bancor. Properties LLC 1455 LS` Street Livermore, CA 94550 RE: CONTRACT: DESIGN DEVELOPII~NT /FINAL DESIGN GENERAL CONSTRUCTION Dear: Mr.. Corbett E~CUTIVE SUMMARY: Thank you for the opportunity to have Antrim Engineering & Construction, Inc. provide its services to you: This writing shall serve as Antrim Engineering & Construction, Int.'s proposaCand contract. for a Design-Build project including Preliminary Design Development, Working Permit Drawings,. and Construction. The full construction scope and price for the site, addition and interior improvements will be fully presented as an addendum to this contract. We reference the parcel map tract 7437 plan, site plan sent to this office. (Reference: Drawings by Dahlia Group Architects, Planners, dated Match 10,2004, site plan and general. landscape plan). Note this site plamwas for reference only. _. The entire~project will encompass two main phases of design,. with a third phase for construction: The Ewa desigaphases will proceed as stated below. ' 1~;veic:Pbase 1. DESIGN DEVEI:OPMENT REVIER' ~ ,-: -~ :~:' wiir:,ii:u ::. • The easting..Site Plan approval-will be used: as a• basis for final ' dear Baildia S stem Desi Pro rammin :ZSaca_ Core and Shell, Construction Definition. r-;;_- :, ..PHASE 2 CONSTRUCTION DOCUMENTS PHASE 2a FinalEa 'neerin Desi n• ~ ' - ;..,--i,~ .r';.. ~:..;.: .-Shell &SiteConstrnctionDocumeats : ,: _ . .: _ _ .. .r:.>az ~ ... .,.. .._. . tu:~c;PHASE Zb Permits-and Specifications for Design Build:: ,.-::~ : ~ • . .r , After Phase 1, Antrim will prepaze a preliminazy budget for construction within 10%' for bank loan or budgeting purposes. Once each portion of Phase 2 is complete, Antrim will revise the construction budget cost to be used in this contract and added to the contract in the form of an addendum. ' ' Bmkor Properties LLC Ihsign Build Com+act ~ Mtrim Engineering & Consaueuon, Lie. page 2 July 22.2004 .~ -. . -~ConBdentiaFWorkProduct - ~ _~;,-~: The fee• for our services for the Phase 1 design shall be a lump sum contract of Six Thousand' Dollars, $6,000.00. Exterior improvements, site, preliminary landscape, elevations, schedules). If structural engineering occurs (we suggest it does). $5,000 of the phase-2 fee is to be applied and done in Phase 1. The. fee for Phase 2; "Shell and Site"~ including architectural detail, structural, civil (By Owner), Landscape: and irrigation. (By Owner),. is a lump sum o ~ for: a.total.. n ' Bering: package for the.. site and shell of .. Note: sub-contractors of Anlrim,.whose price is inclusive in the above: price;. are preforming their work per the•plans made by the architecture and structural plans. Soils reports have not been figured for in the price. If required by the Building Department we can recommend a soil engineers to you,.and will be glad to help with the selection, thereof. Bancor Properties is to provide.all existing Architecttual CAD Files developed by The Dahlin Group. The use of these file will keep the cost.of the final. plans on budget. For Phase 2, No Tenant Improvement Construction or design is planed for at this time. The Exterior Architectural and Structural construction documents will be prepared. The existing Civil and Landscape plans will.be incorporated into the building permit package. The owner will pay for any required revisions to the civil or landscape plans.. Antrim Engineering will coordinate the design changes with all consultants. The plans will be submitted to the Building Department for Permit. We have planed for one round of Plan Check comments revision required by the Building Department METHODOLOGY OF DESIGN• The design.will be coordinated in the interest of Bancor Properties LLC budget. Therefore we intend to provide a workable plan for construction cost savings measures through value engineering and shared savings Value Engineering couples the resources of the design engineering staff of both Bancor Properties LLC, its consultants and Antrim with the construction and sub-contractor team, production personnel, safety, and jurisdictional authorities. This will provide our basis for conceptual design to begin our preliminary engineering review. Phase 1 "Building System Design Programming" includes Investigative Engineering & Design Development. Phase 2 "Building System Working Drawings and Construction Manuals" includes working plans, engineering calculations, general power and utilities of the building, specifications for Design Build, construction documents, architectural, mechanical and electrical engineering for the shell' . space. Forthcoming wil] be Phase 3 Construction and the associated project management The importance of the Investigative Engineering and Design Development Phase of Denim Prot3ammine • ~. cannot be overstated. This Phase will determine the scope of work for the entire project and will influence •_ the cost of the project substantially. Once conceptual (Investigative Engineering) approval- has;beea_y;_~' achieved, Design Development shall proceed and shall become the legal document upon which all'the parties ~„ must rely. Then, based upon desigt development approval, engineering and field construction documenistij=:;i; shall be prepared, followed by construction. ""'~_'~.~L~~.~L~' "'= Bmwr IhopertiaLLC Dail Build Comtac[ ~ Maim Engircering 8 Comwcu July 22.2004 . Coutidrntid Work 1Roduct .., i CONSTRUCTION AND PROJECT MANAGEMENT Construction budgets can be better determined once all have agreed on the desigQ Uhder separate cover, a budget forthe construction cost will be presented to Bancor Properties LLC designaritrgAntrim Engineering & Construction, Inc. as the general contractor: This will be accomplished afterthe•engineering is completed or at any time after desigtr development has occurred. This design build method is prepared to achieve results in the best interests of Bancor Properties LLC We hope this budget and methodology of design assists BANGOR PROPERTIES, LLC in acquiring a better understanding of the parameters involved. Antrim is open to your suggestions and- will make all efforts to complete your project within budget and on schedule. Very.Truly Yours, James Scott Project Manager Antrim Engineering & Construction, Inc. ..Bancor Properties L.t.C LXSign Build Connaet _ ~.luly22.21g4 ,._,;~yConfideadnl Work Pmduer :, i.~i,:ar~,:::r5.. .`~-:~ are .4nuim Engineering R Comaucflon. Ina Page 4 IoLD xARmu.ESs . _ __ fullest extettt allowable by law, to defend, indemnify and hold. Antrim, its. o~cers,. employees. and agents harmless from any and all claims, suiu, liabilities, losses, damages or expenses (Including atIOme~s fees) on account of bodily injury, siclmess, diseases, death, property damage; personal injury,. consequential. damages or any other damages, including liquidated damages as a result of or alleged to arise as a result of the actions, activities or opemdon of BANGOR PROPERTIES, LLC, its agenu, employees, officers and/or consultants arising out of or in any way in connection with this project K PAYMENT AND COMPENSATION PROCEDURE 1. For Phase 1 a lump sum of 56,000.00, a retainer of 54,000.00 shall be paid upon execution of this agreement A payment of 52,000.00 upon submittal'of the preliminary drawings (sketches) for the shell, once we submit to the City of Saa,B~aa.for planning and Deign Review Board. tkaJ.1-.. Note: Ifpre-smrcwral occurs, then 55,000 of the Phase 2 fee should be applied here. 2. For Phase 2, a lump sum a~ paid as follows: A retainer of ~trall be paid prior to start of work for architecnu'e and stntcttue, a progress payment o~tpon 66%, and a final payment of 57,800 due upon permit submittal 3. For Phase 3, Consnuction, Cost to be determined via an addendum. The billing will be on the percent complete method with a schedule of values typical for such project in CSI format on an AIA billing form. 4. Bank Inspections: Antrim will cooperage with bank inspectors and allow for the least amoum.of on-site.inspections. Lrspecdon from banks will not necessarily mean that the monry allowed from dre inspection is due to Antrim. Antrim will submit progress invoices to BANGOR PROPER'T'IES; LLC-and expect money to be paid within 7 days of the request for a draw. ' 5. Except for the retainer (s), which is due upon start of work and sigaanue, payment for engineering shall be due upon presentation of invoice by Antrim Engineering & Construction, 1nc.; payment for conswcdon shall be due in 7 days. 6. No retention shall be withheld from Antrim for engineering services in Phase I or 2. For cotLStrucdon, Phase 3, Ten percent (10%) eetendon may be withheld by owner for progress payments. Final payment and retention shall be paid az the end of the project or upon substantial completion, or, per owners' leader regulations but not greater than 10%. L. AUTHORIZATION and AGREEMENT- We are in agreement to the terms and conditions listed herein. Bancor Properties, LLC Beneor Pmpertia LLC Design Build Convect July 22.2004 ~' Confidentld Work Product 2004. DESIGN BUILD CONTRACTOR x. Jeffery B. Antrim ; ~....i3 .S/9~ Principal Antrim Engineering & Construction, Inc. Antrim Engineang g Contvuerion, Ina Page IS ,.` ;,;: ~:Y~drr. ..,~;~.. ~'~;~: :` `- Richard K. Corbett. Managing Member • 1 ~ October 18, 2004 Mr. Eddie Peabody Community Development Director City of Dublin 100 Civic Plaza Dublin, CA 94568 Subject: San Ramon Village Plaza Deaz Eddie: BRADDOCK & LOGAN SERVICES, INC. BUILDERS-DEVELOPERS ESTABLISHED 1947 P. O. BOX 5300 DANVILLE, CALIFORNIA 94526-1076 TELEPHONE (925) 736-4000 FACSIMILE (925) 648-5700 As you are aware Braddock and Logan will be purchasing and constructing the 56- townhouse units known as San Ramon Village. We will close on Phase I consisting of 42 units at the end of October of this year. Phase II consisting of 14 units is located at the site of the former dry cleaners and needs ground remediation work. We will purchase Phase II once the remediation work is complete and accepted by the overseeing agency. Our agreement with BANGOR is a follows. As soon as the Lumpia House relocates to the new space being remodeled by BANGOR, Braddock and Logan will demolish both the Phase I & II commercial buildings. According to our agreement, Lumpia House must be relocated no later than January 15, 2005. BANGOR will then perform the necessary remediation work. In the meantime, Braddock and Logan will process Improvement Plans and Final Map for the entire Phase I & II (56 unit project). In April of 2005 Braddock and Logan will begin site improvements for the entire residential project. We are looking forward in working with you and the City of Dublin on this project. If I can be of further assistance, please call. Sincerely, BRADDOCK AN GAN ~(~~~~ Darrell E. Bolognesi Land Acquisitions & Planning RECEIVED OCT 2 2 2004 pVgLIN PLANNING ~~ CITY OF DUBLIN 100 Civic Plaza, Dublin, California 94568 Website: http://www.ci.dublin ca.us Date: August 13, 2004 Planning Application q: PA 02-063 Bancor San Ramon Village Plaza PD Rezone with Stage 1 and 2 Development Plan Project Description: The proposed development consists of the redevelopment of an existing commercial center on a 4.62-acre site. The project includes the demolition of approximately 34,000 sq. ft. of commercial buildings and parking lot area to provide for the construction of 56 residential town home-style condominium units, and the remodeling of the remaining 14,000 sq. ft. of existing commercial building area to compliment the residential project. ProjecUSite Address: San Ramon Village Plaza, 8909 San Ramon Road (south on Alcosta Boulevard and east on San Ramon Road) Environmental Review: Pursuant to the Califomia Environmental Quality Act (CEOA) the City of Dublin prepared an Initial Study that analyzes potential impacts associated with the project and recommends mitigation measures that will reduce potential impacts to a level of non-significance. The City of Dublin intends to adopt a Mitigated Negative Declaration for the Project. The Initial Study and Mitigated Negative Declaration are available for review at the City of Dublin Community Development Department, 100 Civic Plaza, Dublin. Applicant: Bancor Properties 1459 First Street Livermore, CA 94550 Contact: Michael Banducci Owner: Morey Greenstein, Trustee and Manager Oliver Properties, LLC 39159 Paseo Padre Blvd., Suite 315 Fremont, CA 94538 Dear Applicant: The above-referenced project was acted upon on June 1, 2004 by the City Council and was approved. This action became final and effective at that time. Any such approval shall not be interpreted to be an approval to violate or omit any provisions of the Zoning Ordinance or any other applicable codes. The Applicant must apply with the Building Department to obtain any necessary building permits prior to commencing the project. Please note, if your project involved a deposit, as soon as all costs have been submitted to the Finance Department, you will either be sent a refund check or a statement of additional costs. If you have any questions regarding this matter, please contact me at 925-833-6610. Sincerely, r ~1-C~~~1 Deborah Up~ng~o-McCormick Area Code (925) Ciry Manager 833-6650 CilyldHAl9g lilr!)raultant Personnel 833-6605 Economic Development 833-6650 Finance 833-6640 Public Works/Engineering 833-6630 Parks & Community Services 833-6645 Police 833-6670 Planning/Code Enforcement 833-6610 Building Inspection 833-6620 Fire Prevention Bureau 833-6606 Printed on Recycled Paper STATE OF CALIFORNIA -THE RESOURCES AGENCY DEPARTMENT OF FISH AND GAME 2 4 4 7 2 7 t_ ENVIRONMENTAL FILING FEE CASH RECEIPT - DFG 7535a ( ) Lead Agency: /1 j~ ~ Date: ~ -~l.r2 ;Slate encyofFiling: ~/~ ~ Document No.: /,? Project Title: Projei6 Applicant Name: Phone m 3- 6 Project Applicant Address: Project Applicant (check appropriate box): Local Pub c Agency School District ~ Other Special District StateAgency ~ Private Entity CHECK APPLICABLE FEES: ( )Environmental Impact Report ( )Negative Declarelion ( )Application Fee Water Diversion(State Water Resources ControlBoard Only) ( ) P jects Subject to Certified Regulatory Programs ( County Administrative Fee ( )Project that is exempt from fees Signature and title of person receiving payment: (%/ WHITE-PRQIECT APPLICANT YELLOW-DFGIFASB $850.00 $ $1,250.00 $ $850.00 $ $850.00 $ $25.00 $ ~.~ TOTAL RECENED $ UGd ' V 1r AGENCY OF FILING ....~ , ' •*ENYIRONMENTAL~DECLARATION ('CALIF. I7:4) ., OCE~ 7V 2004 ~~BWN p . ~N~NG FOR CCU T USE ONLY = ~.~~~~ - AL.AMEDA COUNTY .tUL ~? 2004 :.' PATRICK '' ~N Countp Clerk ~- ..-~if!~ . _~ePutY CLASSIFICATION ~ EHVIRONh~HTAL DOCUSdFM: i .. . 1. NOTICE QF EXEI~TION/STATr'MENT OF EXE}~TIOH ~ [ ] A -STATUTORILY OR CATE60RICALLY EXF}{PT ~' 525.00 (Twenty-five Dollars)"=•CLERK`S FEE B - DE lQNIHUS IMPACT -CERTIFICATE 0; FEE EXEKPTION REQUIRED PLll ii7 $25.00 (Twenty-five .Dollars) -CLERK'S FEE CLERK'S CER7'[FICATE OF P057TNG. Pub. ' Res. 211 S"t t cen~n~ rh,,, ,copy o+ Ulls doGUrtent 2. NOTICE ~ i)ETERHINATION -FEE REQUIR~Ois~ se<r!,~, me Kecorrter . Otf'ic;;, U~~ ~6 [ ] A - NEGATIVE DECLARATION pence prescribe „y taa 51 ,250.00 (Twelve H~dred Fifty fL4dci~rs4) - CuUNTY.CI ERK . STATE FILING. FEE Oaklaua, CA - r r • 525.00 (Tvrenty-five Dollars) -. C~aE~RY.`Syp~ E^tL [ ] 8 -ENVIRONMENTAL IMPACT REPORT / .5850.00 (Eight Nttndred Fifty Dollars) ATE FILING FEE 525:00 (Tasty-five Dollars) -CLERK`S FEE 3. [ ] OTHER (Specify) PLU 1.17 $25.00 (Twenty-five o ars . - *IHIS FORM MUST BE CQ~LETED AND SUBMITTED klITH ALL ENVIRONMENTAL DGCU~tNTS FILED 'KITH THE ALA~EDA COUNTY CLERK°S O;FICE. FOUR COPIES ~ FLL NECESSARY ~L~TviATION ARE FFQ~JIRED FOR FILING PURPOSES_ A.ePLICkf3LE.EES h!US BE PAID AT iRL T?~E G= FILItk~ a1? LN'dIROF?'^~hTP! ?J~l~%t~T 's?iTY THE P! AMcDA COUNTY CLERK`S 0~ ii,E_ P'irU:E CHECE: PAYABLE T0: k~~cDA COUFfTI' CLEPJ: .: ~' CLERKS USE~iiLY PLU 117 Rw_ 1 /1 S/91-1056C NAME AND ADDRESS 6f„APPLICANT OR LEAD AGENCY: CALIFORNIt1 DEPARTMENT OF FISH AND GAl I ~ ~ V Y ArtnEDA COUNTY CERTIFICATE OF FEE EXEMPTION jug. ^ ? 2004' De Minimis Impact Finding Pa~~ICKO"' ~.~ Gountyglerk Project Title & Location: Bancor San Ramon Village Projec B,~ ;~`~"~ 8909, 8913-8925 San Ramon Road Dublin, California Alameda County (APN#941-0164001-04 & 941-0164-003-03) Project Description: The project is the construction of the San Ramon Village, amixed-use development, on a site that presently contains a retail center and pazking lot T'he site is surrounded by residential and retail/commercial development. Findings of Exemption: An Initial Study has been prepared by the City of Dublin Community Development Department to evaluate the potential for adverse environmental impacts and there is no evidence before the City that the proposed project will have any potential for adverse effects on wildlife resources. Certification: I hereby certify that the public agency has made the above fmding and that the project will not individually or cumulatively have an adverse effect on wildlife resources, as defined in Section 711.2 of the Fish and Game Code. Name: Title: Planning Manager Lead Agency: C~ of Dublin. Community Development Department Date: Iulv 21.2004 R~esE2~1 "~ <"ER ntF~C~ ^ TF Ol~ Pt.lS'2'I7VG. Pub. ~ ~ .;• tl' hNJ+i copy nr ih~a d~urnent was posrr:n a± +nt kecumer ~ Office. thkland, C for thi• },una~ r:escnnu, .,~ aaN. A, Execut. ~ :,t Oaklana ( : tlt1N'-'y CLERK Date JO (/ -01 By ,_ lnty ,.. NOTICE OF DETERMINATION ALAMEDA COUNTY To: _ Office of Planning and Research From: City of Dublin 1400 Tenth Street, Room 121 100 Civic Plazas JUL 2 2 2004 Sacramento, CA 95814 Dublin CA 94568 PATRICK O'CONNEII, Courtyr 4j~rt. X County Clerk County of Alameda ~ ~~/ 1106 Madison Street ~~ - Oakland, CA 94607 Subject: Filing of a Notice of Determination in compliance with SectionC2.~1,~J8~or,2p1 75E coAf~e Public Resources Code Res ; ~ , ,~ OF k'3k Un.CrtX, :,, . n, rc~:; , hui „ •:op ~S,'t-~y~ Rrb. Project Title: Bancor San Ramon Village Project ,:•r,,,, ~ ,,, e* , .~~ D~~ cu~nr M {,! PA 02-063 tsxecur:A a~ '~'"' '` '~" aD4 Cq, State Clearin House Number: N/A D~8°°' CH ;'uuNTry LARK 9 Date `~ By Lead Agency Contact Person: Deborah Ungo-McCormick Consulting, Contract Planner City of Dublin (925) 833-6610 ~ ty Project Location: 8909, 8913-8925 San Ramon Road Dublin, California APN#941-0164-001-04 8 941-0164-003-03 Brief Description of Project: Planned Development (PD) Rezoning Stage 1 and Stage 2 Development Plan, Vesting Tentative Parcel Map, Site Development Review, and General Plan Amendment for amixed-use project consisting of the remodeling of approximately 14,400 sq.ft. of existing retail/office buildings and parking lot, and the demolition of approximately 34,400 sq. ft. of commercial space to construct 56 town house style condominiums. The site is adjacent to two major arterial streets, the Alameda County Flood Control Channel and the I-680 freeway. This is to advise that on July 20, 2004, the Dublin City Council (as Lead Agency) approved the project described above and has made the following determinations regarding the project: 1. The Project will not have a significant effect on the environment. 2. A subsequent Mitigated Negative Declaration was prepared for this project pursuant to the provisions of CEQA. 3. Mitigation Measures were adopted for the project as reflected in the subsequent Mitigated Negative Declaration, adopted City standards, and project approvals, together with the Mitigation Monitoring and Reporting Program.. 4. A Statement of Overriding Considerations was not adopted for this project 5. Findings were made pursuant to the provisions of CEQA. This is to certify that the subsequent Mitigated Negative Declaration, including all background studies, reports, comments and responses, and the complete record of project approval, is available to the General Public at the Dublin Community Development Department, Planning Division, 100 Civic Plaza, Dublin, during normal business hours Dated: July 21, 2004 Delivered: July. 21, 2004 Jeri R m, Planning Manager a • ALAMEDA COUMY CONGESTION MANAGEMENT AGENCY C 1333 BROADWAY, SUITE 220. OAKLAND, CJ+. 94612 • PHONE: (510) 836-2560 • FA%: (510) 836-2185 .p~ Y ~ E-MAIL: mail~axm a.ca.gov • WEB SITE: accma.ca.gov 'yANAGeM RECEIVE AC Trenalt July 23, 2004 D ./(/ ~ 2 6 ae<~ 2pp4 Pdr'¢le Piat M C i k D ueuN Alamaea County c orm c go- t P~NNIN ^ $OOerVlSa9 Cont rac Planner 1 a "a1P"s'~ City of Dublin Community Development Department s`°tlNiBBa" 100 Civic Plaza cNy ol AlIXmeaa Dublin, CA 94550 N aeaaN JoMSm Clty o1 Albany """°' SUBJECT: Comments on the General Plan Amendment for the San-Ramon Village ~> Plaza in City of Dublin BART CntirPer:e~ we<wr Dear Ms. McCormick: PMa W. Soles City o1 Berkeley Cpxcamemoa Thank you for the opportunity to comment on the General Plan Amendment (CPA)/ ass wanugwn Mitigated Negative Declaration for the San Ramon Village Plaza project of the City of cltyofoublln Dublin. The project consists of the proposed revitalization of a portion of an existing `°~"n°~ commercial sho m center 14,400 s ft. and construction of 56 new residential ccayan z~a PP• g ( 9• ) City of Emaryvllle townhouse-style units on the remainder ~of thesite (34,000 sq.ft). The proposal also CarNmem~a consists of changing the land use designation of 4.62 acres project site from Retail/Offices ""a0aue to Mixed Use (Retail/Offices/Medium-High Density). City o1 Framolrt Cw Marism City of HeywarU nman Caooa City o1 uvermore CanalmemCa Naprg LeCa CHy of Newark Vre Ma/a LulS keina cuy of oeaana vKe poioasm fnndmemoer Lary Feb City o1 Pleomont Cuurcilmempa JeXWpla City of Plaennton My/d fan Pko CNy o15en Leandro ~save~ $!vfa Yprg Clry of Unlon City rnaya Mah teen We have reviewed the General Plan Amendment (CPA) /Mitigated Negative Declaration and have no comment because the project does not generate 100 or more P.M. peak hour trips above existing conditions, which would require the Land Use Analysis Program compliance. The GPA/Mitigated Negative Declaration including the GPA is, therefore, exempt from the Land Use Analysis Program of the CMP. Once again, thank you for the opportunity to comment. Should you have any questions or require any additional information, please do not hesitate to contact me at (510) 836-2560 ext.24. Sincer ly, Saravana Suthanthira Associate,Transportation Planner cc: file: CMP -Environmental Review Opinions -Responses - 2004 Eaeeutlve Olractor Dems A. Fay BAN.COR PROPERTIES LLc March 9, 2004 Ms. Deborah Ungo-McCormick Contract Planner City of Dublin 100 Civic Plaza Dublin, CA 94568 Re: SRVP Public Notices Dear Ms. Ungo-McCormick, This is to notify you of changes in property ownership that have occurred since we submitted the original envelopes. Enclosed please find updated envelopes for your use. If you have any questions, please contact Michael Banducci at (925) 455- 1072. Sincerely. ~.~: ,~~~ ~py Michael Banducci President RECEIVED MAR 0 9 2004 DUBLIN PLANNING 1 4 5 9 FIRST STREET L 1 V E R M O R E C A 9 4 5 5 0 P H (9 2 5) 4 5 5- 1 0 7? FAX . (Y ? 5) 4 5 5- 1 4 3 6 ~_ CITY OF DUBLIN 100 Civic Plaza, Dublin, California 94568 Website: http://www.ci.dublin.ca.us March 1, 2004 Michael Banducci Bancor Properties LLC 1459 First Street Livermore, CA 94550 Re: Bancor Properties - 8909 San Ramon Blvd. PA# 02-063 Dear Mr. Banducci: This letter is a follow up to your planning application re-submittal of January 8, 2004 for the property located at the San Ramon Village Plaza, 8909 San Ramon Blvd., the subsequent Plan Review Committee (PRC) meeting on Januazy 22, 2004, and the meeting with David Babcock, AIA, on February 3, 2004 to review design comments. (See enclosed copies of PRC comments). In response to these comments, you e-mailed a revised conceptual site plan (on Februazy 24; 2004), which includes the relocation of the tot-lot to centralize it in the residential area east of Bellina Commons. You have indicated that you have addressed most, if not all, PRC comments presented tb the above-mentioned meetings and that you will be submitting a revised site plan, landscape plan and elevations by Wednesda}~, Mazch 3, 2004. This includes revisions to the pazking plan to accommodate the traffic consultant recommendations and to increase the on-site pazking for residential (now in conformance with the City's pazking requirements) Based on this, staff has prepazed draft conditions of approval for the Vesting Tentative Map and Site Development Permit (faxed on February 28a', 2004). Please note that some of the conditions of approval may already be reflected in your re-submittal, while others will be reviewed at final design stage. Additionally, there might be revisions to address the revised submittal and mitigation measures of the environmental review document. Based on the above, we aze tentatively scheduling your application for the Mazch 23, 2004 Planning Commission hearing. However, this is contingent upon receiving the revised plans no later than Wednesday, Mazch 3; 2004, and your agreement of conditions of approval no later than Mazch 5, 2004. If these deadlines are not met, we will need to schedule the item at the next available Planning Commission meeting on April 13, 2004 Area Code (925) City Manager 833-6650 City Council 833-6650 Personnel 833-6605 Economic Development 833-6650 Finance 833-6640 Public Works/Engineering 833-6630 Parks & Community Services 833-6646 Police 833-6670 Planning/Code Enforcement 833-6610 Building Inspection 633-6620 Fire Prevention Bureau 833-6606 Printed on Recycled Paper Bancor Properties - San ~on Village Plaza PA02-067 Mazch 21, 2003 Paee 2 Please note that any changes in the site plan should be coordinated with the written statement and the written statement shall be revised accordingly. Please provide an electronic version of the written document in Word format with re-submittal on Wednesday, March 3rd. Finally, once we have determined that the project will be scheduled for Planning Commission; you are required to submit plans and exhibits for the Planning Commission agenda. Please submit three (3) full sets of plan, 12 sets of 11' x 17" reductions, 1 S sets of colors and material exhibit (8 1/2" x 11") and any other presentation materials you wish to include. I strongly recommend that you assemble this information in binders with tabs for each component, as this results in a better presentation,format. Please note that for the City Council Agenda we will need 20 additional sets of project plans or binders. Let me know if you would like to see an example of a similar presentation binder. I would be happy to meet with you to go over any questions or concerns you may have regazding this letter. Please contact me at (408) 297-8763 to discuss or schedule a meeting. Sincerely, ~~ ~~ ~~ ~~. Deborahrah U~~~rmick Contract Planner Attachments: PRC Comments: • Planning (February 27,2004) • Landscape Architect (February 3,2004) • Building (January ] 5, 2004) • Police (January 22, 2004) • Fire (January 22, 2004) • Architect (January 22, 2004) Noise Study prepared by Rosen, Goldberg & Der (February 20, 2004) Focused Traffic Study prepared by Omni Means (February 2, 2004) Community Development Department Planning Division MEMORANDUM: Plan Review Comments DATE: Februazy 27, 2004 TO: Michael Banducci, Bancor Properties FROM: Deborah Ungo-McCormick, Contract Planner SUBJECT: Bancor - SRV PA#02-063 In addition to PRC comments, the following revisions shall be incorporated in revised plans for the project: Site Plan (Sheet 41: Please revise the Summary of Development Calculations to include the following: 1. Include a greater breakdown of Open Space calculation (Common Open Space, Balconies/decks, pathways, tot lot). Include percentage of residential azea; 2. Update and revise parking table to include "Proposed" and "Required" pazking; Site Design Standards (Sheet 5): Please revise III. MINIMUM DRIVEWAY WIDTH - B. as follows: Twenty (20) feet for two- way driveways, except that the main north-south street shall be twenty four (24) feet. Residential Design Standards: Revise C.7 to read: Architectural projections, details and bump outs; Five eet from assumed property line. Required parking: A. Town house condominiums: Two stalls for each dwelling unit both shall be covered. Inclusionarv Housing: Please update to reflect current plan. Zoning District and Permitted Uses: The table must be revised to reflect uses that aze consistent with the proposed mixed use project (more neighborhood serving) Uses that should not be permitted: Second units, Automobile/vehicle Brokerage, Rental, Repairs & Service, Sales & Service; Office (Contractors); Hospitals/clinics; Hotel/Motels, plant nurseries, etc. SRV - Bancor • 02/27/04 ~ Page 2 of 2 Uses permitted with C/PC: laboratories, medical clinics (generally uses that require greater pazking requirements than retail) Parkins Plan Exhibit: Revise Table to reflect revised site plan conditions Pa~Niemuth & Associates _a.~,~®.,.~. Landscape Architects ^ Planners ^ , LLA No. 2335 PLAN REVIEW COMMENTS Date: February 3, 2004 To: Deborah Ungo-McCormick Project: San Ramon Village Plaza, Bancor @ Alcosta Tracking: FC# 606, PA 02-063, Tract 7437 Plans Dated: Jan 8, 2004 Consultant: The Guzzardo Partnership LA Developer: Bancor Properties LLC Review No: Submittal #2 Reviewed by: Paul Niemuth, LLA #2335 Comments Technical Site Plan: 1. Sidewalks shall have a minimum unobstructed width of 4 feet, per your Site Design Standards XI.C. Tree grates must meet Title 24 requirements. Per City of Dublin standards, standard parking spaces shall be 18' long with a 2' overhang, thus requiring 20' clear. The 2' difference may be either paving (level with the curb), low planted area or wheel stops in the parking lot pavement. All street trees shall be placed so they are not in danger of being hit by parked cars.(under normal conditions). Some revisions may be required around the tree grate locations to provide these minimum distances. 2. Curbs adjacent to parking stalls shall be a minimum of 12" wide. 3. Show the 2' overhang allowance for parking spaces on both the site plan and the landscape plan. 4. Provide a section showing the fence condition along the property line adjacent to the freeway. 5. Clearly illustrate the handicap path of travel for the commercial portion of this project. 6. Clearly illustrate (diagram) the pedestrian connections throughout the project. 7. Locate vehicular speed control devices along Bellina Commons (traffic tables). 2910 Camino Diablo, Suite 100 Walnut Creek, CA 94597 925.930.9806 925.935.5192 faa 8. Detail how the public retail spaces and private residential spaces will be separated and delineated where they meet. The turf panel and tot lot are not public park, yet they,are directly adjacent to the retail spaces. Please provide further information at a large enough scale to properly review. Landscape Layout Plan: 1. Due to the. scale of this drawing it is difficult to interpret the proposed design.- Provide additional enlarged plans of important areas throughout the plan, specifically the plaza on the northwest side of the commercial building, the node at the soutwest comer of the commercial, and Buildings 4,5,7, and 11. 2. Provide a legend indicating which mail kiosk serves which building(s). 3. Limit the 6' high wrought iron fences to the following locations: along San Ramon Boulevard linking Building 9 with 10; along Bellina Street linking ' Building 8 to the proposed entry monument; along the property linking Building 6 with proposed screen wall with wrought iron panels. 4. Install 4' high wrought iron railing in the front of Building 10 to the 6' high wrought iron fencing, and in front of Buildings 8 and 9 to the 6' high wrought iron fencing. 5. There is an approximately 4 foot grade change between the south side of the retail building and Buildings 4 and 5 (Civil plans, sheet C.2). Provide information on any necessary walls, including location, materials, finishes and height as part of the enlarged plans. 6. Provide a cut sheet for the tree grates with the next submittal. 7. The proposed Resident's sitting garden between Buildings 2 and 3 may be eliminated as a result of the noise studies. A sitting garden, if proposed, should be placed where it is not in conflict with any private entry walk. 8. I am concerned about the proposed pedestrian linkages.from Buildings 1 - 4. Unless this walkway is required, it might be better used for trees and landscaping. It introduces people into an area that is difficuR to police. 9. Provide additional turf as shown on plans, for the fronts of Buildings 1 and 10. 10. Add concrete paving in the parkway in front of each doorway of Building 7 to link the sidewalk to the parking lot. Planting Plan: As part of your landscape imagery proposals, provide a typical elevation illustrating the relationship of the proposed landscaping with the front of the buildings and patios. The private patio spaces are 5' or more above the sidewalk grade. Shrubs planted in this strip need to be a minimum of 2/3 this height, while not encroaching onto the sidewalk. Plants for these areas need to be chosen with special care. Buxus might be one good choice. The landscape proposed does not appear to reflect the design intent of A-19 of the . architect's plans. 3. Show utility easements on the planting plans. 4. The diameter of the plant symbol shall accurately represent the expected diameter of the plant; revise symbols accordingly. 5. Match the space with the tree: A. Magnolia St Mary's and Tillia `Chancellor" both grow to 20' wide, and are too large for the 10' spaces shown. B. Betula nigra grows to 50'h x:40'w or more; B. jacquemontii at 40' x 18' might be a better choice for these narrow areas. C. "Strawberry Tree" is shown at both 10'w and 20'w. Arbutus 'Marina' will grow to approximately 30'h x 30'w or more and is too big for either use. D. The planters in front of the retail building need redesigning. Pittosporum tenu'rfolium is a 20'h x 10'w tree. These small areas of landscaping need to be special as well as tough. 6. The plantings proposedat the back of sidewalk along San Ramon Valley Boulevard will be difficult to maintain in an attractive and debris-free manner. Consider replacing these areas with turt. 7. As part of your detail #3, accurately show a typical layout of where and how the Arctostaphylos 'Emerald Carpet' and Rubus `Emerald Carpet' ground covers will be placed. 8. Increase number of small sub-shrubs and accent shrubs and place at 2' on center maximum. 9. Match sun and shade requirements for adjacent plants; camellia and ceanothus require very different growing conditions. 10. Wisteria is a rampant vine and will take over the mail kiosks. 11. Please identify any plants adjacent to the south wall.of the retail building. 12. See additional comments on plans. Landscape Imagery: 1. The Residential Entry Pilaster, Public Art Plaza Pilaster, and Commercial Entry Sign appear to be out of scale, given the relative size of the person shown. 2. Repeat the vertical and horizontal finishes and detailing of the entry pilaster and building architecture.in the design of the mail kiosks. An alternate approach would be to incorporate the mailboxes as part of the building design in a similar manner to the utility cabinets. Community Development Department Building and Safety Division RECEIVED MEMORANDUM JAN 15 2004 (~EIBLIN PLANNINv DATE: January I5, 2004 TO: Deborah Ungo-McCormick, Contract Planner FROM: Gregory Shreeve Sr., Building Official SUBJECT: PA#02-063 - 3rd review Deborah, I have reviewed the provided drawings and find them to be complete for an SDR review. The following comments should be noted by the applicant and will be reviewed during the Building Permit AaPlication. Construction Details Construction details were not reviewed during the SDR review. Construction drawings will be reviewed during the permit application stage. Note that the party wall detail is designed for a condo and not a townhome. STANDARD CONDITIONS OF APPROVAL Building Codes and Ordinances All project construction shall conform to all building codes and ordinances in effect at the time of the building permit. (Through Completion) Retaining Walls All retaining walls over 30 inches in height and in a walkway shall be provided with guardrails. All retaining walls over 24 inches with a surcharge or 36 inches without a surcharge shall obtain permits and inspections from the Building Division. (Through Completion) Phased Occupancy Plan if occupancy is requested to occur in phases, then all physical improvements within each phase shall be required to be completed prior to occupancy of any buildings within that phase except for items specifically excluded in an approved Phased Occupancy Plan, or minor handwork items, approved by the Department of Community Development. The Phased Occupancy Plan shall be submitted to the Director of Community Development and Public Works for review and approval a minimum of 45 days prior to the request for occupancy of any building covered by said Phased Occupancy Plan. Any phasing shall provide for adequate vehicular access to all parcels in each phase, and shall substantially conform to the intent and purpose of the subdivision approval. No individual building shall be occupied until the adjoining azea is finished, safe, accessible, and provided with all reasonable expected services and amenities, and sepazated form remaining additional construction activity. Subject to approval of the Director of Community Development, the F:~application referral letter responces~2002~Bancor - Alcosta - 3 pa 02-063 CoA.doc Page 1 of 3 completion of landscaping maybe d~ed due to inclement weather with the~ting of a bond fro the value of the deferred landscaping and associate Improvements. (Prior to Occupancy of any affected building) Building Permits To apply for building permits, Applicant/Developer shall submit eight (8) sets of construction plans to the Building Division for plan check. Each set of plans shall have attached an annotated copy of these Conditions of Approval. The notations shall clearly indicate how all Conditions of Approval will or have been complied with. Constmction plans will not be accepted without the annotated resolutions attached to each set of plans. Applicant/Developerwill beresponsible for obtaining the approvals of all participation non-City agencies prior to the issuance of building permits. (Issuance of Building Permits) Construction Drawings Construction plans shall be fully dimensioned (including building elevations) accurately drawn (depicting all existing and proposed conditions on site), and prepazed and signed by a Califomia licensed Architect or Engineer. All structural calculations shall be prepared and signed by a California licensed Architect or Engineer. The site plan, landscape plan and details shall be consistent with each other. (Prior to issuance of building permits) Air Conditioning Units Air conditioning units and ventilation ducts shall be screened from public view with materials compatible to the main building and shall not be roof mounted. Units shall be permanently installed on concrete pads or other non-movable materials. The Building Official and Director of Community Development shall approve material prior to installation. (Occupancy of Unit). Temporary Fencing. Temporary Construction fencing shall be installed along perimeter of all work under construction. (Through Completion) Addressing. a) Provide a site plan with the City of Dublin- s address grid overlaid on the plans (1 to 30 scale). Highlight all exterior door openings on plans (front, rear, garage, etc.). (Prior to release of addresses) b) Provide plan for display of addresses. The Building Official and Director of Community Development shall approve plan prior to issuance of the first building permit. (Prior to permitting) c) Addresses will be required on the front of the dwellings. Addresses aze also required near the gazage door opening if the opening is not on the same side of the dwelling as the front door. (Prior to permitting) d) Town homes /Condos are required to have address ranges posted on street side of the buildings. (Occupancy of any Unit). e) Address signage shall be provided as per the Dublin Residential Security Code. (Occupancy of any Unit). f) Provide a site plan with the approved addresses in 1 to 400 scale prior to approval or release of the project addresses. (Prior to permitting) g) Exterior address numbers shall be backlight and be posted in such a way that they maybe seen from the street. (Prior to permit issuance, and through completion) APPLICATION SPECIFIC Storage Area and Meter Closets Storage azea and meter closets shall be provide with 1-hour fire resistive construction designed to the Building Code. These areas shall be provided with Type "X" 5/8 Gypsum Boazd. F:~application referral letter responces~2002~Bancor - Alcosta - 3 pa 02-063 CoA.doc Page 2 of 3 Permits for Accessory items. . City of Dublin Building Permihall be obtained prior to installation of accessory buildings, signage, and play structures, Mail Kiosks, etcetera. Access to the Play Structure shall meet the disabled accessible requirements. All electrical, and plumbing to exterior lights and fountains shall have Building Division permits. Fire Sprinklers. Al] commercial and residential buildings shall be provided with a fire sprinkler system. If you have any questions please do not hesitate to call me. F:~applica[ion referral letter responces~2002~Bancor - Alcosta - 3 pa 02-063 CoA.doc Page 3 of 3 Alameda County Fire Department City of Dublin Division Fire Prevention Bureau (925)833-6606 January 22, 2004 To: Deborah Ungo-McCormick, Contract Planner City of Dublin RE: San Ramon Village Plaza, Bancor PA 02-063 From: Sco tt M~Deputy Fire Marshal I have reviewed the revised plans dated 12-24-03 and have the following comments: The following conditions of aaaroval apply to the aroiect: Provide fire hydrant as required by the Uniform Fire Code. The current hydrant locations are not acceptable. Provide the hydrants in locations approved by the Fire Department. Provide fire flow on the site as required by the Uniform Fire Code. Provide a letter from DSRSD stating what the available fire flow is. 2. Provide automatic sprinklers in the residential and retail buildings. Installation permits are required from the Fire Department prior to the start of work on the systems. Buildings with over 100 sprinklers shall have the sprinkler system monitored by a UL listed central station. 3. Provide fire alarm systems in the buildings as required by the California Building Code. 4. Fire appazatus roadways must have a minimum unobstmcted width of 20 feet and an unobstmcted, vertical cleazance of not less than 13 feet 6 inches. Roadways under 36 feet wide shall be posted with signs or shall have red curbs painted with labels on one side; roadways under 28 feet wide shall be posted with signs or shall have red curbs painted with labels on both sides of the street as follows: "NO STOPPING, FII2E LANE - CVC 22500.1" (CFC 2001, Section 902.2.2.1). 5. Fire apparatus roadways must be installed, and fire hydrants in service, prior to the commencement of vertical framing or combustible storage placed on site. ~~CEIVE® JAN 2 3 2004 DUBLIN PLANNING The following comments should be noted by the applicant and will be reviewed during the Building Permit Application. 1. The project shall be in compliance with the Uniform Building and Fire Codes as adopted by the City of Dublin. This includes installing sprinklers in all of the buildings. 2. Knox boxes are required at the entrance to the building and at any gates in the Fire Department access roads. Police Services Department MEMORANDUM DATE: January 22, 2004 TO: Deborah Ungo-McCormick, Con ct Plann r fain Thuman and the DPS Chain of Command/~,~~ ~ ~' G ~~%U FROM: Rose Macias, Community Safety Assistant ~ ~ ~ SUBJECT: San Ramon Village Plaza Project Description: This is the second submittal for this project. The proposed project is on 3.15 acres at the northwest corner of Bellina Street and San Ramon Road. The developer is proposing to gaze approximately 34,000 square feet of the existing building and parking lot in order to construct 55 `wvalk- up" style townhouse units. The townhouses would be 3 and 4 bedroom homes. The remaining portion of the retail center would be remodeled. Comments: The resubmitted plans for this project have been reviewed. • There are no concerns regarding the General Plan Amendment. There are no concerns regarding the Vesting Tentative Map. There are no concerns regarding the Planned Redevelopment Rezone and Stage 2 Development Plan. There are no concerns regarding the Site Development Permit. The design concept for this project includes overlapping commercial and residential uses. The concerns with this type of mixed use have been outlined in previous memorandums. Several of these concerns have been addressed in the design revision but are reiterated for emphasis. It must be made clear to the potential residents of this project that the "main street" is intended as a through street for the general public. If the intent is that the parking along this street is for residents only, then it must be clearly marked as such. Likewise, pedestrian pathways through and around the residential area should be open and inviting. Landscaping and shrubbery should not encroach on pathways or provide secluded pockets that can invite unwanted activity. Once again, the delineation between private versus public areas must be clearly understood by everyone. Internal pedestrian pathways intended for the residents should clearly indicate that and advise non-residents that they are trespassing. Another area of concern is the "open space" area. This area is located at the southwest comer of the residential project and adjacent to San Ramon Road, a major traffic thoroughfare. This feature appears to be for recreational use by the residents of the project. If that is the case, then the area needs to be posted indicating that. ~qb 2~~`F® 3?~~~ ;,~, The "tot lot" has been moved. Its new location places it adjacent to the commercial area. This feature appears to be for recreational use by the residents of the project. If that is the case, then the area needs to be posted indicating that. Conditions Of Approval: • The applicant shall comply with all applicable City of Dublin Residential and Non Residential Security Requirements. • Addressing and building numbers shall be visible from the approaches to the buildings. • Addressing and building numbers in the commercial portion of the project shall be visible from the approaches to the building. - If there aze exterior doors on the rear, the business name and address is to be painted on the door in a contrasting color. The lettering shall comply with Building Department standards. - Employee exit doors shall be equipped with 180-degree viewers if there is not a burglary resistant window panel in the door from which to scan the exterior. • All entrances to the commercial azea parking shall be posted with appropriate signs per Sec. 22658(a) of the California Vehicle Code, to assist in removing vehicles at the property owner's/manager's request. • CC&R's for the residential portion of the project will include posting of private street azeas in accordance with California Vehicle Code Section 22658, sections 1 and 2. Fire lanes will also be posted in accordance with California Vehicle Code Section 22500. i. • "No Trespassing" signs shall be placed along pedestrian pathways, open space azeas and the "tot IoP' to indicate private use areas. • The applicant shall submit a final lighting plan for approval by the Dublin Police. Lighting fixtures shall be of a vandal resistant type. The applicant shall keep the site clear of graffiti vandalism on a regular and continuous basis at all times. Graffiti resistant materials should be used. • The applicant shall work with the Dublin Police on an ongoing basis to establish an effective theft prevention and security program. • There shall be delineation between the residential and commercial. This can be accomplished with fixed or perceived barriers such as fences or landscaping. • Primary living azeas and windows of individual units should be focused for observation of common use areas; adjacent units, recreational areas, and child play azeas to provide for self-policing and a sense of community. • The perimeter of the site shall be fenced during construction, and security lighting and patrols shall be employed as necessary. C fJ_C K SSOCIATGS PLANNING Januazy 22, 2004 Deborah Ungo-McCormick Urban Planner City of Dublin 100 Civic Plaza Dublin, CA 94568 RE: San Ramon Village Plaza S W Corner of Alcosta and San Ramon Valley Blvd. Dublin, CA Deaz Deborah: I have reviewed the submittal package for San Ramon Village Plaza Planned Development Rezoning, Stage 1 and Stage 2 Development Plan, Vesting Tentative Map and Site Development Permit, Tract 7437 dated December 24, 2003 as submitted by Bancor Properties LLC consisting of thirty five (35) sheets of drawings. The following are my comments: Sheet 1 -Title Sheet- index missing last sheet "Fire Dept. Turning Radius". Sheet 2- PD Zoning Exhibit- No Comments Sheet 3 -Aerial Photo Site Plan- No Comments Sheet 4- Technical Site Plan- t. The applicant has provided additional on-site guest pazking that should be of great benefit to the project. 2. I still believe that Building 9 is too close to San Ramon Road (only 6' from property line). 3. The plan indicates a majority of 3 and 4 bedroom residential units in this development. The total number of bedrooms has increased from the previous submittal (from 185 to 186). The total number of townhouse units has also increased from 55 to 56. This would imply larger families with several drivers in each family. I still believe the project is substantially under-pazked. 4. Two off-site parking stalls aze part of the pazking summary. Pazking counts should only include on-site parking stalls. 5. The tot lot seems buried in the current location. Consider moving it to the south of Building 5 to be more central to the project. 3581 Mt. Diablo Blvd., Suite 235, Lafayette, CA 94549 (925)283-5070 Fax (925)283-4823 Page 1 ' Sheet 5-Development Regulation-Permitted Uses 1. I question automobile uses as an appropriate use for the commercial site? 2. I don't believe there is adequate pazking to support a school use as a permitted use on the commercial site. 3. Outdoor storage should not be a permitted use on the commercial site. 4. Specialty schools should not be a permitted use on the commercial site. Sheet 6- Pazking Plan Exhibit- 1. Off-site parking should not be blended into the total pazking count. There is no limit to how much pazking the applicant might include along Bellina Street. 2. The total parking provided should be 237stalls. Sheet L-1-Layout Plan 1. The current plan has eliminated all water fountains as shown on the previous submittal. This is unfortunate. 2. The outside dining terrace neaz Mountain Mike's proposes to re-use the existing concrete paving. Verify the condition of the existing concrete and consider using new concrete at this project entry area. 3. The end unit of Building 9 is highly visible from southbound San Ramon Road. The applicant should consider elimination of end unit in this azea and add additional landscape screening material. 4. What is the Gazden Accent Feature to Be Determined located between the retail building and Build 5? Sheet L-2- Preliminazy Landscape Plan ]. At the front of Building 7 provide openings to the landscape adjacent to the street to allow residence to easily cross the street. 2. Coast Redwoods aze shown on the side and behind the retail building. This may be problematic for retailers wanting visibility to their reaz signage. 3. Provide new landscaping at the monument sign along Alcosta Blvd. Sheet L-3-Detailed Planting Plans 1. No Comments. Sheet L-4- Detailed Planting Plans 2. 'No Comments. Sheet L-~-Tree Disposition Plan 1. Tree 19 shown as removed on plan but to remain on list. 2. Could not find Tree 32. Sheet L-4- Preliminazy Landscape Details I. Does the new monument sign identify only the project name or aze there individual panels for some of the tenants? Page 2 2. Fountain details have been removed from the previous submittal. 3. The overhead arbor have been eliminated and replaced with a wrought iron fence with wood inserts (per the detail). The proposed wood inserts pose a maintenance problem over time and looks to be a poor choice of materials. The previous azbor design would provide better screening. Sheet A-I-Retail Building Floor Plan 1. No Comments. Sheet A-2- Retail Building Elevations 1. The revised elevations have been significantly altered from the previous submittal. The overall detailing has been eliminated and the tower forms have been simplified and reduced in height by about 6'. 2. The tower cap elements aze no longer solid forms but are open and appeaz "tacked on". Previous tower forms had much more chazacter and interest. 3. The proposed wall mounted art on the side of the commercial building seems to be located in an odd location. The previous proposed windows aze a better design solution (unless there's a conflict with the existing kitchen azea for Mountain Mike's). 4. It appeazs the precast column bases have been eliminated. The level of the finish detail has been significantly reduced along the front. Sheet A-3- Retail Building Elevations and Sections 1. Same comments as above. Sheet A-4- Residential Unit Plans 2 BD Unit 1. No Comments. Sheet A-S- Residential Unit Plans 3 BD Unit 1. No Comments. Sheet A-6- Residential Unit Plans 3 BD-Alt Unit 1. No Comments. Sheet A-7- Residential Unit Plans 4 BD Unit I. No Comments. Sheet A-8- Residential Unit Sections 1. No Comments. Sheet A-9- Residential Building Plans 4 Unit Building 1. No Comments. Sheet A-] 0- Residential Building Plans 5 Unit Building 1. No Comments. Page 3 Sheet A-11-Residential Building Plans 6 Unit Building 1. No Comments. Sheet A-12- Residential Building Plans 8 Unit Building 1. No Comments. Sheet A-13-Residential Building Elevations, 4 Unit Buildings 4, 5, 6, 9, 10 & 11 1. Rear elevation soffit has been lowered at alternating units (to above the garage doors). This helps change helps to break up the horizontal lines of the elevations. 2. Provide additional description information or reference sheet A-14. 3. Are there different sizes and shapes to the attic vents on the front vs the reaz? Front vents (or recess) appeaz too small. Sheet A-14- Residential Building Elevations, 5 Unit Buildings 3 & 8 1. Same comments as above. 2. 6" x 12" recess is too small in scale (side elevation). Sheet A-15- Residential Building Elevations, 6 Unit Building 2 1. Same comments as above. Sheet A-16- Residential Building Elevations, 8 Unit Building 1 & 7 1. Same comments as above. Sheet A-17- Residential Typical Details 1. No Comments: Sheet A-18- Residential Typical Details 1. No Comments. Sheet A-19- Elevation Color Sheet 1. Residential colors appeaz pink salmon. Not a good match with the orange/gold color palette of the retail building. 2. Purple tower on the retail building is out of place with other colors. The two middle towers are the same color and design and the two end towers aze the same design but different colors. 1 preferred the eazlier tower concepts that had a more unique design chazacter. Sheet C-1-Vesting Tentative Map Site Plan ' 1. Correct parking count total to reflect only on-site pazking. 2. Is there an existing sound wall along Hwy 680? Provide clarification note on plans showing existing walls to remain or new proposed walls. Sheet C-2-Vesting Tentative Map Preliminary Grading Plan and Erosion Control 1. No Comments. Page 4 Sheet C-3- Vesting Tentative Map Preliminary Utilities Site Plan 1. No Comments. Sheet I -Fire Department Turning Radius Exhibit 1. No Comments If you have any questions please feel free to call me at (925) 283-5070. Sincerely, DAVID BABCOCK & ASSOCIATES David E. Babcock Page 5 ~~ • TRANSMITTAL Date: March 18, 2004 PLANNING APPLICATION #: PROJECT/STTE ADDRESS: ASSESSOR PARCEL: TO: FROM: PA#02-063 - Bancor Alcosta Site San Ramon Village Plaza, Alcosta Blvd @ San Ramon Road 941-0164-001-04 & 941-0164-003-03 Paul Niemuth, Landscape Architect Paul Kruger, Engineering Deborah Ungo-McCormick, Contract Planner Enclosed is a final submittal for the San Ramon Village Plaza project. This is the final submittal and will be used to prepare the staff report for Planning Commission. 1 am also including a copy of the draft conditions of approval that were forwarded to Mike Banducci in February 2004 so that you can compare to the current submittal and determine if any changes need to be made to them to reflect the current plans. Also, please note in the letter from Mike Banducci that he is requesting some revisions in the conditions. Please review and forward any comments to me by next Wednesday, March 24, 2004. Thank you, n TRANSMITTAL Date: March 18, 2004 PLANNING APPLICATION #: PROJECT/SITE ADDRESS: ASSESSOR PARCEL: TO: FROM: PA#02-063 - Bancor Alcosta Site San Ramon Village Plaza, Alcosta Blvd @ San Ramon Road 941-0164-001-04 & 941-0164-003-03 David Babcock, AIA Patricia Jeffery, Placemakers Deborah Ungo-McCormick, Contract Planner Enclosed is a reduced set of the San Ramon Village Plaza project for your use/information. This is the final submittal and will be used to prepare the staff report for Planning Commission. Please let me know if you have any questions or comments. David: I am also including a full size set of renderings that include the proposed color scheme for the project. Please review and let me know what you think. Also, let me know if you have specific language that you want included in the conditions of approval to deal with final approval (during building permit stage). Thank you. ---~ BANGOR PROPERTIES LLC Mazch 12, 2004 Ms. Deborah Ungo-McCormick Contract Planner City of Dublin 100 Civic Plaza Dublin, CA 94568 RECEIVED MAR 15 2004 DUBLIN PLANNING Re: San Ramon Village Plaza Pry ~pa.~o ~ 8909 San Ramon Boulevard PA# 02-063 (General Plan Amendment, PD, Tentative Map) Resubmittal Dear Ms. Ungo-McCormick: The following list contains our responses to the comments provided in your Mazch 1, 20041etter and attachments: Planning Division Memorandum 2/17/04: Site Plan (Sheet 41: The Summary of Development Calculations including the breakdown for open space and the parking lot table were revised as requested. Site Design Standards (Sheet 51: The Minimum Driveway width requirements were revised to read "TWENTY FEET FOR TWO-WAY DRIVEWAYS. THE MAIN NORTH-SOUTH STREET SHALL BE TWENTY-FOUR FEET (24) EXCEPT AT SPECIFIC LOCATIONS APPROVED BY THE CITY ENGINEER." Residential design standards: Note was revised as requested. Required Parking The parking lot language was revised to match the standard in the zoning ordinance. In is our intention to set up the zoning for future redevelopment on the retail portion of the project and we do not want to limit our future flexibility for parking on the property. Inclusionarv Housing_ This submittal removed all the two bedroom units and replaced them with three and four bedroom units. We are now proposing to have the BMR units in the narrow four bedroom units and the narrow three bedroom units. We are proposing to provide four (4) affordable three bedroom units and three (3) affordable four bedroom units. Zoning District and Permitted Uses: Even though the proposed uses do not fit our current project, they are acceptable uses for the property and its location. Therefore, we 1 4 5 9 FIRST STREET L I V E R M O R E, C A 9 4 5 5 0 PH (925) 455-1072 FAX. (925) 455-1430, Ms. Ungo-McCormick • . 3/ 14/2004 Page 2 of 3 amended the uses in your comments to be conditional uses to be approved by either the Planning Commission or the Zoning Administrator. Parking Plan Exhibit: The exhibit was modified to reflect the current land plan. Written Statement: The Written Statement has been revised and resubmitted. Additional PRC Comments: Building and Safety Division: All items noted. Design Review (Babcock): In general, we agree with most of Mr. Babcock's comments and we revised the plans accordingly. I would like to note that we increased the parking to meet the City's Zoning Ordinance, but I disagree that the project is under parked. I believe, and my consultants agree, that we aze probably over parked and we should be removing some of the parking spaces in order to add more landscaping in those locations. Fire Depamnent: 1. All comments noted. 2. Fire flow letter from DSRSD is attached. Public Works Department: Comments were addressed on the plans or are conditions of approval. Police: Police comments are noted. Landscape Architect: Mr. Niemuth's comments are addressed on the attached letter from our landscape azchitect the Guzzardo Partnership. Please note that we did receive the "marked up" plans from Mr. Niemuth until after the plans were already sent out for printing. That being said, I believe all his comments were still addressed. Conditions of A royal: We have the following comments and request that the Conditions of Approval be amended as follow: ARCHITECTURE 53. Porches /decks: Porches and decks exposed to CNEL of 65 to-~&dBA or greater as identified in the Noise Study by Rosen, Goldberg, and Der dated January 20, 2004 shall be designed ~°~'" ~°•*~°' °- ~•" °~°'°°••~°° or eliminated to help mitigate this potential impact. D~ " ° - a°°'... ,. ,.°,, .° ,°..°,,. ,...°..«°. «".... ,n ann.."°u .,. "° 1 4 5 9 FIRST STREET L I V E R M O R E, C A 9 4 5 5 0 PH. (925) 455-1072 FAX. (925) 455-1436 Ms. Ungo-McCormick 3/ 14/2004 Page 3 of 3 GENERAL CONDITIONS 4. Remove Eastern Dublin Specific Plan and add the language as "as modified by the Planned Development Standards for Tract 7437. DEDICATIONS AND IMPROVEMENTS 7. The Developer shall coordinate tract improvements installed in the PG&E easement (RE:2679 IM248 LANDSCAPING 23. This condition should be removed. This is not a City Standazd. Trees should be outside of the two-foot car overhang area period. PUBLIC WORKS Remove Conditions 30 and 31. We are eager to begin the project, therefore, we would appreciate being agendized on the April 13th Planning Commission meeting. Thank you for your consideration of our submittal, and please give me a call if you have any questions or require additional information. Sincerely, Michael Banducci President Attachments: 5- Sets-Full, 10- Reduced PD Packages including color and materials; 5-Full Sized and 10-Reduced Fire Departtnent Turning Radius Exhibit; 5- Full Sized and 10-Reduced Revised Colored Parking Exhibit 2-Copies of the revised Project Written Statement 2-Copies of Memo from The Guzzardo Partnership addressing comments; 2- Tree Grates cut sheets 2- Copies of the Water Flow and Pressure Information from DSRSD. cc: File e:\Bancor LLC\ProjeclslSan Ramon Village PlazaWgencies\City\City of Dublin 3.12.04 1 4 5 9 FIRST STREET L I V E R M O R E, C A 9 4 5 5 0 PH. (925) 455-1072 FAX. (925) 455-1436 .~ .- THE GUZZARDO PARTNERSHIP iNC. Landscape Architects • Land Planners 836 Montgomery Street San Francisco, CA 94133 T 41 5 433 4672 F 415 433 5003 City of Dublin, Planning Department 100 Civic Plaza Dublin, CA 94568 ATTN: Ms. Deborah Ungo-McCormick Dear Ms. Ungo-McCormick, 10 March 2004 RE: San Ramon Village Plaza Bancor-SRV PA#02-063 Second Plan Check Comments Enclosed are our responses to the followed letters received as second plan check comments by The City of Dublin in a Planning Division memorandum dated February 27, 2004: Plan Review Comments, Paul Niemuth and Associates, 3 February 2004 Memorandum, Community Development Department /Building and safety Division, 15 January 2004 Memorandum, Alameda County Fire Department /Fire Prevention Bureau, 22 January 2004 Memorandum, Police Services Department, 22 January 2004 Memorandum. David Babcock and Associates, 22 January 2004 Our responses to comments are in the same order as the above referenced letters and are as follows: Plannino Division Memorandum: No comments apply to the landscape package. Plan Review Comments. Paul Niemuth and Associates: Technical Site Plan: 1. We have maintained a minimum unobstructed sidewalk width of four feet. Tree grates have been specified to meet Title 24 requirements. We have maintained standard parking stall dimensions. Street trees have been place in-line with stall stripping and have been further protected by the use of tree guards. We feel that under normal circumstances the layout of the trees and tree guards will protect the trees from vehicular traffic. Please refer to additional details on Sheet L-7, Landscape Images and Details. 2. Curbs adjacent to parking stalls have been shown with the requested 12" width. 3. The 2' overhang allowance for parking spaces has been added to both the site plan and the planting plan as requested. The allowance is also illustrated on the Detailed Planting Plans as well as additional details on Sheet L-7. 4. A section of the fence condition along the property line adjacent to the freeway has been included on Sheet L-7. 5. The civil engineer has included a diagram of the handicap path of travel for the commercial part of this project in the civil package. ~~ ~~ • 1 ' 6. The civil engineer has included a diagram of the pedestrian connexions throughout the projex in the civil package. 7. A speed table has been added adjacent to the south dinning terrace of the retail space. The associated sexion of Bellina Commons has also been reduced to 20' in order to add to the traffic calming effex of the speed table. 8. An enlarged plan at 1/8 scale of the interface of the retail and the residential has been added as Detail Plan #3 on Sheet L-4. The turf panel has been removed and the tot lot has been relocated to an area more central to the buildings east of Bellina Commons. Building #S and building #2 have been adjusted to facilitate this change. Landscape Layout Plan: 1. Additional plan enlargements have been added at t/8 scale. The plaza on the northwest side of the commercial building has been enlarged as Detail Plan #3 on Sheet L3. The building node atthe southwest corner of the commercial building has been enlarged as Detail Plan #3 on Sheet L-4. 2. A label at each of the Mail Kiosks indicating which building each kiosk serves has been added to the Layout Plan illustrated on Sheet L-1. 3. The 6' high wrought iron fence has been limited to the edge along San Ramon Boulevard linking Building #9 and Building #10, along Bellina Street linking Building #8 to Building #7, and along the property line linking Building #6 with the existing sound wall. 4. A 4' high wrought iron fence connexing to a 6' high wrought iron fence has been added in front of Building #8, Building #9 and Building #10. 5. Detail Plan #3 on Sheet L-4 describes the necessary walls at the south side of the retail building. This plan shows location materials, finishes and heights of the proposed walls. 6. A cut sheet for the proposed trees grates has been attached to this letter for your review. ' 7. The sitting garden has been moved and has been sheltered by the addition of trees and a sound wall. Entry walks to individual units have been considered with the relocation of the sitting garden. 8. The proposed pedestrian linkages have been retained in order to meet parking requirements as related to distances to front entries. Additional trees have been added to the edge of the property adjacent to the freeway. 9. Additional turf has been added to the fronts of Building #1 and Building #10. 10. Concrete paving has been added at three locations along Building #7. The central stair is without a connexion to Bellina Common as a connexion would lead pedestrian into an intersexion instead of the intend parking spaces. Planting Plan: 1. Atypical elevation illustrating the relationship of the proposed landscape with the front of the buildings and patios has been added to Sheet L-7. 2. The planting has been revised in order to reach the 2!3 height of the patio as requested. 3. The utility easements have been added to the planting plans as requested. 4. The diameters of the plant symbols have been revised in order to accurately represent natural and intended sizes. Seasonal pruning may be needed on some of the proposed trees in order to maintain certain sizes. 5. A. Magnolia 'St Mary's' and Tillia'Chancellor' have been shown at a t5' wide diameter as a maintained canopy width. B. Betula nigra has been shown at a larger canopy size and plantings have been revised accordingly. C. Arbutus has been shown at a larger canopy size and the plantings have been adjusted accordingly. The Crape Myrtles have been planted in diamond cutouts and within a planting strip along the handicap ramp at the retail. ' 1 ' • • D. The planters in frontof the retail building have. been eliminated in orderto achieve parking requirements. Crape Myrtles have been substituted for the original Pittosporum specified. 6. The planting proposed at the back of sidewalk along San Ramon Valley Boulevard has been replaced with turf as suggested. 7. A Plant Spacing Diagram has been added to SheetL-2 in orderto illustrate a typical layout of-where and how the Arctostaphylos'Emerald Carpet' and Rubus 'Emerald Carpet will be placed. 8. The number of small sub-shrubs and accent shrubs has been adjusted in order to create a denser planting plan. Please referto the Detailed Planting Plans on Sheet L-3 and Sheet L-4. 9. We have reviewed sun and shade requirementr for individual plants. The planting plan has changed accordingly. 10. Wisteria has been removed from the Mail Kiosks. Espaliered shrubs have been substituted. 11. Plants adjacent to the south wall of the retail have been identified as Violet Trumpet Vine and Crape Myrtle. Other plants will be added as the planting plan is developed per the typical Detailed Planting Plans on Sheets L-3 and L-4. 12. Plans containing additional comments have not been received for this project. Landscape Imagery: 1. The Residential Entry Pilaster, Public Art Plaza Pilaster and Commercial Entry Sign have been scaled to the greater content of each element. The Residential Entry Pilasters are approximately 30' apart and have 2-1R story homes in the near background. The Public Art Plaza Pilasters are similarly situated close to 2-12 story buildings. The Commercial Entry Sign has been scaled to the large commercial parking lot and the four-lane San Ramon Boulevard directly adjacent. 2. The Mail Kiosks have been redesigned in orderto more closely match the vertical and horizontal finishes and detailing of the entry pilaster and building architecture. Please see Sheet L-7 for a revised elevation. Memorandum. Community Development_D~artment / Buildino and Safety Division: Retaining Walls: 1. All retaining walls over 30" high have been provided with guardrails. Memorandum. Alameda County fire Department /Fire Prevention Bureau: No comments in this section apply to the landscape package. Memorandum. Police Services Department: Commentr: 1. Pedestrian pathways through and around the residential area are open and inviting. We have avoided secluded pockets that are not readily police able by the occupants of the project. Shrubbery has been designed to step down as it nears the pathway. The intention in stepping down plant heightr is to prevent vegetation from encroaching onto the pathway or creating hiding spaces. 2. Sign notation, indicating public areas and private areas will be noted on final construction documents. 3. The tot lot has been moved to a central location east of Belling Common. Signage indicating the private use of the tot lot by residentr will also be included on the final construction documents. 4. A final lighting plan will be submitted to the Dublin Police Department when final construction documents are developed. 5. The delineation of the commercial and.residentialoreas has been accomplished with the use of entry columns,.a fence; a speed table and grade change. Please see Sheet L-1 and Detail Plan #3~on Sheetl-4. Memorandum. David Babcock and Associates:' Sheet L-1: 1. Due to changes in the site plan (specifically the tot lot location) it.was necessary to eliminate the waterfeatures:. Currentsite conditions do not allow for a water feature•of any significantsize orimpact 2. The condition of the concrete paving at Mountain Mike's Pizza will be reviewed. We will specify new concrete if necessary on the final construction documents. 3. Additional shrubs and trees have been added to the corner of Building #9 in order to screen the end unit from the corner of San Ramon Boulevard and Bellina Street: 4. Due to revisions in the site plan (specifically the lot tot location) the Garden Accent Feature has been removed from the composition. Sheet L-2: 1. We have provided access paths to the street at the planting strip along Bellina Common. The central stair does not have an accompanying access path as that path would lead the pedestrian to the intersection instead of the parking spaces opposite Building #7. 2. A view shed has been provided from the freeway off ramp to the store signage at the rear of the commercial building. Those traveling along the freeway would miss the exit by the time the Coast Redwood block the view to the signage. The refurbished projeR sign at the north end of the site provides retailers identity to vehicular traffic on Alcosta Boulevard. The Coast Redwoods along these edges are also intended to support perceived sound deadening. 3. New landscaping at the monument sign along Alcosta Boulevard is expected and will be developed in the construction document portion of the project. Please refer to the Detailed Planting Plans on Sheets L-3 and L-4 for the planting design intentions for the project. Sheet L-S: 1. Tree 19 (Ulmus) is to be removed. The table has been adjusted to reflect this discrepancy. 2. Tree #32 is located in the cluster of trees labeled "31-33." Sheet L-4 (sic) (Sheet L-6]: 1. The new monument sign will primarily identify the project. Space will be reserved for individual retail tenant signs. 2. Fountain details have been removed because there are no fountains on the site in this iteration. 3. In response to earlier comments from the Planning Division at the City of Dublin, we replaced the overhead arbor fence along San Ramon Boulevard with the . wrought iron fence shown in the elevation entitled Ornamental Iron Fence on Sheet L-6. This fence was meant to screen the views from San Ramon Boulevard in concert with a planting scheme. The Commercial /Residential Boundary Fence only occurs along the north end of the residential area at Building #4. In this instance a fence that was more opaque than the Ornamental Iron Fence was desired. While trying to unify the fences in elevation we chose to take the framework of the Ornamental Iron Fence and add an easily replaceable wood slat in the space between the iron spindles. The replaceable aspect of this slat is much more efficient than replacing a large wooden arbor /fence and is therefore more durable. Screening in this area relies more upon layers of vegetation that include vines on the fence itself, shrubs in the foreground and fn ~ Y ~ • • large trees in both the immediate~(River Birch)'and.the far (Coast Redwoods) background. Please call if you. have any furtherquestions.orcomments.. SinrPrPlvr cc. Michael Banducci, Bancor Properties ». _. . <; : R S S O R I E S TES 'CHINOOK 3". 4', 6', 6' SD 42', 6' RD 4'X6' RCT 'KIVA SQ 3'.42', 4', 5', 6'. SD 3X5', 4X6'. 4X8', RCT - ., 'NORTH STAR ' 6' SO 'OT TITLE 24-y;~„ ` 3X5': 3 x6 , 4X6', 4X8 . RCT • .RAISED _ : 4 4'-~^. RAINBOW :~ ' • 4',.RD '"Il'I'Lt:'tdd)CI~ 'TI'I'Lt:~ti~ 'COHO 3'. a'. 6' OCI 3'. 4', 5'. 6' SD a' SD. ~/ 7'.4'.5' RD 4x8' RCT . ::+:~.. ~ 6' RD -a'~ ., W.. .. ~ .. ~ 'Minns AllA $I:unLin::. '., .:: ' - 'FIAT RAINBOW 2'6". 3', 4', 6' RD 4'. 6' SO 'KIVA-RD 3', 4'; 5", 6' RD •• ~ • Ufl BAN ACC• OflIFS 425-a89-Oa88 ;.. ECO 4' SD a' RD OT COMBO 3': 4'„5'. 6' OT SERIES 3', 4', 5', 6' SD. 3': 4'.5'.6' RD v 1v . RAISED CENTER " ' ~"'( 3T42"D4', 5'.6 SD?•.-,. ~3.4'.~5 6,50 ~,+'`jYt«~: ~ ~~ . '~`4"t 4X6' RCT ioT "1- ., - ,. r f.,, 3': 4'. 5'. 6: RD .. , ' - ~ ~~ 4X6' RCT •CI'll VUUK YU(10 4'. 5' SO Alfh:C 5' SO ':.... . _.~ :. ,, GUADALUPE. 4'6' RD •Fpnt, 3', 42". 4', 5'. 6' SO 3'. 4'. 5'. 6' RD ~. 4'X6' RCT •O'G'11'i'LE-24• 3`.4':5 ; 6 ; B' COMBO S: ?' E •.I,~ f F I: C': A: T 't OI .. ~.. ' S ~. TREE GR'ATES~ Mw Bled Glor Bbd semi clue BhrL c.ramd sea' ~ P•1 Ge 4m C'rl ., ,..n 7~ t A, FkreatW Bar Hasprd Btw 1 I veneer Sq. cnen, anae Bique l ., II e( n 1' -yt Materials 1. Cart Lnn per ASTM A48 clan 356 or better. '" Standard finish u raw cast grey iron. Materials Options:. Cast Aluanottm per ASTM B26, Cast Ducdle Iron, or CaM Brorve per ASI'M B271. Fnish 0 lions Powder primed Light Holex AB pattern availahk with knockout (or opBghts. ~; ;,~,_:. Combo: =- ~. AB pattern available combination RD and SQ, ;y-''... S.~ ~ . '''' ~° 'VCastioga IB [mm~ 5/a' wmsrsed. Y:::' . ' i.~'- ~t_,;.: ~' ~~ Exempla.. 7~:=~ 3'sgoue standud Bat is 35 7/S• square 3'aquare "•sw'"~.T~pe S (tame is 36 5/8"sgoara 15 t '•. / h~:'Imtllatiorc *~ ~' ~ See flame details S R P 3 A Sa soaour. R armor IUrW gaLL4MFHINB arlrllar9n6 9r[WaAY f.l'.4'l AiOY r,l',yi l r ~~ p raver wnrree .i'-.. . rMamna tswosmo. T. {' ~ .. {- ", nor w 'O, -~" i'... Nate: .. - ~ - -,"kl. ~:: ,l5' : Maani.l4 muedd optiorq and fnhh opamu aPWY r Trench t ~,'.-° ~{ t ~ iii. Dram; scan Co.era Man Holm ud Building Bunonv t Ik 4'U.ti r.l :,'" v { `~. 4Y N~h~`~ x K v r.. I.k; rti~ 'r~,r ray r - j I' ! r tl t .~ {. ' t i ja .lDh yyaS It Y'aYl ~~.n -': / 9r-1 DRAIN COVERS A.tomplimmt t a quiet courtyard or an integral piece in the fabric o(a large plaza At.with our trench drain coven, these' coven are not'samething. to be overlooked. They convey their own, design identity while providing mucb needed srufazedrainage. £ach cover allows (or 30 to 40% free drain area and many are compatible-with trench and tree grate patterns. Many coven are A.DA compliant Urban Accessories' frames work as traazition. pieta between cover sad other maaufacauen' drain body ensur- ingcomplete compatibility. Many rvsmm tines available. Please call for details see veer Grw rpm ter details TRENCH GRATES Materials. Cast Iron pdASCM'A4a'clan 35b or better. e: Standard fmisb-is_raw ~tgrey iron- Materials Options "" ~. Cast Aluminum per ASTM B26, Cast Ductile Icon, or Cast Bro^" per ASTM B271:. Fnish Options: POwder Goat Or Armed TREE GUARDS Matef18t5: - ns - Steel flat bar and tube corutiucaonwtth no vmble welds. ~ ' `, I Standard fuuah u powder coated. *- yT,~~ " r..:J t • I k ~~&~ ^It Y ter: ~:" Mat rialsOphonx :~`-t t '~ j i4r~`y tf~ ~ ,. `r ,+ ..st Brame and Brae. Fnish Options Primed, Galvanved; or Clear Coated I I ". - t, is-~. ~" t ~,,~4y, / Y J v t ~ Y y P i a ~ i !' ~ ° r r I . c .. I . -at:: . .'M1T'~ - _ _ _. _ ,~. .. -~ `, ~`,. F :i '~ %i:,, '1}'"~t. 1"' 1 .~~~ 1 . r"t'~irF~Fd ,, .~.y;. ~; A? Vf *Ml~j~ L5 ~r~. j., ~ti ,' ;, ,,: ~~::.~: 11_ v ;i0. - ~1'.~A~~Ip., 1 t ~t -- -~y u „',~ li ~. ~.. c Jn4 ~t~r ~:i.=. ,. 'f: ~) .. NOTESe .~ ;~, ~ ~, ,;n. ;. l SHOP DRAWINGS .,, ^ ,~,;,: ., ,X~{~ 1z h ,.t 1. TREE GRATE OPENING AT_16" 2. GRATE CAST IN 2 PIECES 3. NO OPENINGS GREATER THAN 3/8" URBAN ACCESSORIES ; 20004 144TH AVE NE WOODINVILLE WA, 98072 TEI:(206) 487-0488 FAX: ZO6 568-3033 4' FAN PROJECT: JOB# SHEET# DATE: 11 /2/93 OR:G.ROSE CK 8Y: SCALE:NONE MATERIAL OR# 7DEC-29-03 IO:IIAM FROM- T-496 P.02/02 F-269 ~~ ~ ~ ~ ~ ~¢-~u trncerT ~,. SD (Ni ,. naaey: ra Request.Tal:enBy: ~ l Dom Tw,< 1 m.rc~i~ ~`' ~""'~ Dublin San Ramon Services District ° ~ 7051 Dublin Blvd, Dublin, CA 94568 "~ ~ Telephone: (925) 828-0515 ~`'~ os~' FAX: (925).829-1180 . PACSIIVIILE INFORMATION TRANSMITTAL WATER FLOW AND PRESSURE 1NFORMATION REQUEST No. ot'Pages (incl. nansmi[W Pagel' 1 Dace of Request: 1~--x`03' To: Name ~ '~ ~ .. .. ... , . . 1#sC1Y1:IelGl~. .. Da[t of Respoate: 12-29-03 C~~T.::: -... ..." .. Company `. RespomY Rudy Portugal Plwne .: (~25}'$(6~t33?.'~... ~ '' :• ~- . `..... ~ . .. l,y: )uttior Engineer PAx .f~'S,T$~ ~ '..:_.;'::.. ..: 925-875-2251 ;,.. ,.., ~.,:_. CSottS[reet,): ; ~'~.p92Ss1~1~J1`~S~i ~11I1;:~ ~ j3e}:s[i'4'CGi... -:::. ~ , .. .: -- In response to your request, we ran our hydraulic model to determine water pressures at the above noted locarion. The results are as follows: Potable Water• Static Pressure 37 pst Residual Pressure 30 psi at a flow of 2250 gpm .Recycled Water. Static Pressure psi Residual Pressure psi at a flow of gpm Actual water pressures may varydepending oo delivery pressures flrom water wholesaler ('Lone 7), system demands, aad for dynamic status of facilities: Thu information does not relieve Rw,,,ectnr of Additional no[c~/commrna: DP-02-063 .Should you have additional questions, please contact as at the above number. ROSEN GOLDBERG & DER Consultants in Acoustics 1100 Larkspur Landing Circle Suite 354 • Larkspur CA 94939 • tel: 415 464 0150 fax: 415 464 0155 TRANSMITTAL Date: 1 March 2004 To: Deborah Ungo-McCormick Address: City of Dublin Community Development Department 100 Civic Plaza Dublin, CA 94568 From: Alan Rosen Phone number: 925-833-6610 Project name: San Ramon Village Plaza Total no. of pages including cover: 16 RECEIVED MAR 0 N 2004 DUBLIN PLANNING RGD Job number: 03-019-1 ^ LISPS x Overnight ^ Messenger ^ Special ^ RUSH ^ Urgent ^ For Review ^ Please Comment ^ Please Reply Notes/Comments: Noise impact analysis for the San Ramon Village Plaza Project. ROSEN GOLDBERG 8c DER Consultants in Acoustics Environmental Noise Impact Analysis for the San Ramon Village Plaza Project Dublin, CA 20 February 2004 Prepared for: Placemakers 1500 Park Avenue, Loft 310 Emeryville, CA 94608 Prepared by: Alan Rosen Harold Goldberg, P.E. 1100 Larkspur Landing Circle Suite 354 • Larkspur CA 94939 • tel: 415 464 0150 fax: 415 464 0155 San Ramon Village Plaza, Dublin Page 1 Noise Impact Analysis 20 February 2004 1. Introduction The proposed project is a mixed-use residential development bordered by San Ramon Road on the west, Interstate 680 (I-680) on the east and a Shell gas station and Alcosta Road to the north. There is a commercial building with several retail uses on the project site with a parking lot on either side of the building. The nearest noise sensitive receptor is an existing single-family residential development across Bellina Street to the south. A portion of the existing commercial/retail building will be demolished to make room for some of the 11 new residential buildings. The portion of the building that remains will be remodeled for continued retail use. Major noise issues include compatibility of the project with roadway noise and the potential impact of project noise on the adjacent residential land uses. Compatibility between new residential uses and both the new retail use and existing car wash is also a concern. Finally, construction noise has the potential to impact existing residences. In this study, the existing noise levels are quantified through a series of measurements at the site. Future noise levels are predicted and then compared with the applicable City of Dublin and State of California noise standards. If noise levels are predicted to exceed the applicable standards then noise mitigation measures are recommended. 2. Environmental Noise Fundamentals Noise can be defined as unwanted sound and is commonly measured with an instrument called a sound level meter. The sound level meter "captures" sound with a microphone and converts it into a number called a sound level. Sound levels are expressed in units of decibels. To correlate the microphone signal to a level that corresponds to the way humans perceive noise, the A-weighting filter is used. A-weighting de-emphasizes low- frequency and very high-frequency sound in a manner similar to human hearing. The use of A-weighting is required by most local agencies as well as other federal and state noise regulations (e.g. Caltrans, EPA, OSHA and HUD). The abbreviation dBA is often used when the A-weighted sound level is reported. Because of the time-varying nature of environmental sound, there are many descriptors that are used to quantify the sound level. Although one individual descriptor alone does not fully describe a particular noise environment, taken together, they can more accurately represent the noise environment. There are four descriptors that are commonly used in environmental studies; the Lmax, LeQ, L9o and DNL (or CNEL). ROSEN G OLO BERG & DER 1100 Larkspur Landing Cin:le #354 Larkspur CA 94939 tel. 415 464 0150 /ar: 415 464 0155 San Ramon Village Plaza, Uublin Page 2 Noise Impact Analysis 20 February 2004 The maximum instantaneous noise level (Lmax) is often used to identify the loudness of a single event such as a car pass-by or airplane flyover. To express the average noise level the LeQ (equivalent noise level) is used. The Leq can be measured over any length of time but is typically reported for periods of 15 minutes to 1 hour. The background noise level (or residual noise level) is the sound level during the quietest moments. It is usually generated by steady sources such as distant freeway traffic. It can be quantified with a descriptor called the Lgo which is the sound level exceeded 90 percent of the time. To quantify the noise level over a 24-hour period, the Day/Night Average Sound Level (DNL) or Community Noise Equivalent Level (CNEL) is used. These descriptors are averages like the Laq except they include a 10 dBA penalty during nighttime hours (and a 5 dBA penalty during evening hours in the CNEL) to account for peoples increased sensitivity during these hours. In environmental noise, a change in the noise level of 3 dBA is considered a just noticeable difference. A 5 dBA change is clearly noticeable, but not dramatic. A 10 dBA change is perceived as a halving or doubling in loudness. 3. Criteria 3.1. State of California The State of California's Building Code (Appendix Chapter 12, Section 1208A) has requirements for control of environmental noise intrusion into new residential construction. For outdoor noise intrusion, the code states that interior noise levels due to external sources shall not exceed a CNEL of 45 dBA in any habitable room. If the windows must remain closed in order to meet the required noise level, an alternate means of ventilation such as air-conditioning must be provided. The State building code also has requirements for airborne and impact noise isolation between adjacent dwelling units. The airborne and impact sound isolation requirements are typically handled in the architectural design phase and are beyond the scope of this environmental noise analysis. 3.2. City of Dublin The Dublin Noise Element is found in Chapter 9 of the City's General Plan. It contains a guiding policy to mitigate traffic noise levels to those indicated by Table 9.1 of the Noise Element. For residential development, a CNEL of 60 dBA or less is considered "Normally Acceptable". A CNEL of 60 to 70 dBA is "Conditionally Acceptable" and requires that noise insulation features be included in the project design. A CNEL of 70 to 75 dBA is "Normally Unacceptable" for residences. A CNEL of 75 to 85 dBA is ROSEN GOLDBERG 8 DER 1100 Larkspur Landing Circle #354 Larkspur CA 94939 teh 415 464 0150 rax: 415 464 0155 San Ramon Village Plaza, Dublin Page 3 Noise Impact Analysis 20 February 2004 considered "Clearly Unacceptable". For offices and retail commercial, the City is more lenient since these uses are considered less noise sensitive. A CNEL of 70 dBA or less is normally acceptable while a CNEL of 70 to 75 dBA is conditionally acceptable. The City of Dublin does not have a quantitative goal for noise levels in residential outdoor use areas. The General Plan does, however, identify a CNEL of 60 to 65 dBA as being "conditionally acceptable" for neighborhood parks. Based on this information, discussions with City planning staff and our understanding of outdoor noise criteria that have been used for previous projects in the City, this report uses a CNEL of 65 dBA as the maximum goal for noise in outdoor use areas. The Noise Element has implementing policies to help achieve the goal of mitigating traffic noise impacts. The following implementing policy applies to this project: H. Review all multi-family development proposals within the projected 60 CNEL contour for compliance with noise standards (45 CNEL in any habitable room) as required by State law. The noise element further states that project designers may use one or more of four available categories of mitigation measures: site planning, architectural layout (bedrooms away from noise source for example), noise barriers, or construction modifications. 3.3. Caltrans The State of California Department of Transportation (Caltrans) has policies and procedures for assessing impacts from State highway noise on residences. As part of a major highway project such as a freeway widening, Caltrans provides reasonable and feasible noise abatement (e.g. soundwalls) when the State highway noise approaches or exceeds the Noise Abatement Criterion (NAC). For residences, the NAC is an hourly LeQ of 67 dBA. Caltrans also encourages local agencies to establish compatible zoning that would preclude noise-sensitive development adjacent to State highways. 4. Existing Noise Environment The major noise source that affects the project site is vehicular traffic on I-680 and San Ramon Road. Noise measurements were made on the project site to quantify the existing noise environment. The measurements included two 84-hour noise measurements and five short term measurements. The noise measurement locations are shown in Figure 1. The short-term (15 minute) measurements were made at locations that represent the buildings nearest to the boundaries of the project site. These measurement results were correlated with the simultaneous long-term measurements to determine the ROSEN GOLDBERG B DER 1100 Larkspur Lending Circle #354 Larkspur CA 94939 fel: 4 f 5 464 0150 /ax: 415 464 0155 San Ramon Village Plaza, Dublin Page 4 Noise Impact Analysis 20 February 2004 CNEL at the short-term measurement locations. Table 1 shows the results of the short term measurements. The long-term Ramon Road and I-680 (Locations A and plot of the measured noise levels. measurements were made along San B on Figure 1). Figure 2 shows the hourly There is an existing 10 to 12 foot high soundwall along the I-680 southbound on- ramp that borders the site on the east side. Since this wall only exists for the southern portion of the eastern property line, it was probably built to reduce noise at the single-family homes to the south of the site. It was not built for the project site since it is currently commercial land use. Measurement locations 2a and 2b were beyond the end of the wall. Location 2a was 5 feet above the ground and partially shielded from highway noise by the terrain. Location 2b was 25 feet above the ground at the approximate height of the residential building's upper level. There was no acoustical shielding from the terrain at this location. The closest existing single-family homes are between Bellina Street and I-680. Measurement location 3 quantifies the current noise exposure at these homes. ROSEN G OLD BERG 8 DER 1100 Larkspur Landing Circle iR?54 Larkspur CA 94939 tel: 415 464 0150 fax: 415 464 0155 San Ramon Village Plaza, Dublin Noise Impact Analysis Page 5 20 February 2004 Figure 1: Noise Measurement Locations ~ 1 ~ ,, ~, - - ,~ T Existing ~. ~•\ o -- mmerc a~ \ ` ~ ~~, ~~ ~. ~ ~ \~ 1~ ~ ~ // c ~/D \ Nom, ~ ~• Nom,. ~ \CO '\ , \ ~ 1` \ O - -- '~ ~ p `\ ~ ~ 1 ~\`p -O ~~`R:~,\ Outdoor Use Area ' ;~ ~ EXisit}[lg // ~ a r f a } t ___-~- ~ ~Exi ,;mg,l2esidgntia~~ i! ROSER GOLDBERG & DER 1100 Larkspur Landing Circle #354 Larkspur CA 94939 tel: 415 464 0150 /az: 415 464 0155 ~' i San Ramon Village Plaza, Dublin Noise Impact Analysis Table 1: Short-term Noise Measurement Results Page 6 20 February 2004 L ti Ti A-wei hted Sound Level, dBA oca on me La L1D L5o Lgo CNEL* 1 San Ramon Road, 20 feet from curb 2.15 pm 2:30 pm 65 70 63 53 68 2a Southeast corner of site, 6' above 3:00 pm - 70 71 69 67 73 grade 3:15 pm 2b Southeast corner of site, 25' above 3:00 pm - 76 78 76 74 79 grade 3:15 pm 3 South property line near existing 3:30 pm - 56 58 56 54 60 residential, 25' east of Belling St. 3:45 pm 4 Set back of north-most building, 110' 4:00 pm - 58 61 57 53 61 east from curb of San Ramon Road 4:15 pm *Estimate of CNEL based on comparison of Short-term measurements with results of Long-Term measurements. Figure 2: Long-Term Noise Measurement Results 90 so a - 70 m •~ so z W rn e so 0 0 = 40 30 . 8. 8 8 8 8 8. 8 8 8. 8 8 8. 8. 8 8 8 8 8 8 8 8 8 8 8 8. 8 8 8. 8 8 8. W N O tM ~G Q~ ~ ~ 0 N O M t0 Oi '' tC N G l+f t0 W ~ ~ m N O f7 tD di N 16 Aug 03 17 Aug 03 18 Aug 03 19 Aug 03 20 Aug 03 Time of Day Location A: I-680 CNEL 83 dBA Location B: San Ramon Road CNEL 66dBA ROSEN GOLDBERG 8 DER 1100 Larkspur Landing Circle #354 Larkspur CA 94939 tel: 415 464 0150 /az: 415 464 0155 San Ramon Village Plaza, Dublin Page 7 Noise Impact Analysis 20 February 2004 5. Future Noise Environment 5.1.Traffic According to the project's focused traffic analysis, the project would have a small net effect on the trips generated by the San Ramon Village Plaza site. During the peak hour, a total of 66 trips are currently generated by the existing commercial businesses. With the project, the new residences and the remaining commercial uses would generate 68 trips. This will generate noise increases on Alcosta Boulevard and San Ramon Road of much less than 1 dBA. The greatest potential for traffic noise increase is along Bellina Street. Three existing homes have backyards on the south side of this street. The existing traffic volume on Bellina Street is 954 vehicles per day'. The traffic analysis does not specify which driveways these trips will use. If all of the project generated traffic uses the driveway on Bellina Street to access the site, then the increase in noise at the homes would be less than 2 dBA. The City of Dublin does not have projections for future traffic volumes along San Ramon Road or I-680. Based on data from the Metropolitan Transportation Commission, traffic volumes along I-680 will approximately double by the year 2025. This corresponds to a 3 dBA increase in CNEL. We have applied this increase to the measured noise levels from the freeway and San Ramon Road. The future CNEL at the setback of the proposed residential buildings along San Ramon Road will be 71 dBA. Along I-680 the upper floors of the closest residential buildings will be exposed to a CNEL of 82 dBA. Figure 3 shows the future CNEL noise contours at ground level with no buildings on the site. 5.2. Mechanical Equipment Other potential noise sources associated with this type of project include mechanical equipment such as air-conditioners. Common residential air-conditioners generate a noise level of about 65 to 70 dBA at 5 feet. The proposed buildings near the south side of the site are approximately 40 feet from the backyard fence of the nearest existing residences across Bellina St.. Noise from a typical residential air- conditioner, would be about 52 dBA at these existing residences. Other mechanical equipment such as pumps and heating, ventilation and air-conditioning (HVAC) would be associated with the retail uses. These have varying noise levels that are typically louder than residential equipment and would need to be evaluated as information is made available during the design process. Fax,transmittal from Ray Kuzbari, Traffic Engineer for [he City of Dublin, 11 September 2003 ROSEN GOLDBERG 8 DER 1100 Larkspur Landing Circle #354 Larkspur CA 94939 tel: 415 464 0150 fex: 415 464 0155 San Ramon Village Plaza, Dublin Page 8 Noise Impact Analysis 20 February 2004 5.3. Construction Noise from construction will occur over several months, perhaps years. This activity could generate short term noise levels that are significantly in excess of existing noise levels on the site. Construction sounds include those from diesel powered vehicles, stationary compressors and regular hand tools. Construction equipment typically emits maximum sound levels of 80 to 90 dBA at 50 feet. This is the separation between the closest residential structures and the proposed buildings. Therefore, these noise levels would occur when the noisiest construction activities are occurring at the south end of the site. This noise could interfere with speech communications or, if occurring in the early morning or weekends, with sleep. 6. Noise Impact Assessment The California Environmental Quality Act (CEQA) Environmental Impact Checklist has several questions that apply to the proposed project. These questions are addressed below. a) Would the project result in 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? Yes Traffic Noise -Future noise from I-680 and San Ramon Road will exceed the City's "normally acceptable' noise level goal of a CNEL of 60 dBA at the residential buildings along these roadways. Figure 3 shows that noise levels on the site could reach up to a CNEL of 76 dBA along I-680 and a CNEL of 71 dBA along San Ramon Road at ground level. Upper level units would be exposed to slightly higher noise levels. Exposure of residential units along 1- 680 and San Ramon Road to levels over the City's "normally acceptable" goal is considered a significant impact. ROSEN GDLDBERG & DER 1100 Larkspur Landing Circle #354 Larkspur CA 94939 tel: 415 464 0150 fax: 415 464 0155 f~ San Ramon Village Plaza, Dublin Noise Impact Analysis Figure 3- Future CNEL noise contours (dBA) Page 9 20 February 2004 t ~ ,~ l f I ,,,,j~ 1 \ \ ~ 1`1 ,. ` '` l ~~ "~~~ ~ ~% ~ / . j Ci ~ (51~"~C~U ~ ~' 1 rap / Existing '~~ ~~, ' i ~ 7~~~~~~~//L~ 9ommercia ~ ``,\ 7 ~.\, { -~ '- ` ~' N '.` .. !? / c g% p ~ 11 ~ 7~ ~'~ `~ 6'cp /~~m '` 5 4 ~ ~ \ i ' g \' "~. 4 ~1 c 75 ~, ~~ _8 7 ~` ~„L ~s r--~ ~ ~ ~~~, `` W_ z ~, a ~; , ~~ ;~ `4t~e~\ ~ `~. '1 ~ef~ ~ m 1 ~ Existing '\ ~ / s. ,~ ~> ~,, I _ ~I ~ N I I -~ ~ -~ ~ ^ CNEL Noise Contour (Flat site no buildings) There are two types of outdoor use areas: common spaces at ground level and those associated with a specific unit (porch or balcony). Figure 4 shows locations where the outdoor noise would exceed the City's goal. There are three common outdoor use areas of which two of them, one along Bellina Street between buildings 8 and 9 and the other next to building 2, would be exposed to noise levels that are within the City's goal. The third area, adjacent to I-680, would be exposed to noise levels over the 65 dBA goal. Porches and decks in buildings 1, 2, 3, 4, 9 and10 (see figure 4) will also be exposed to noise levels greater than a CNEL of 65 dBA. Exposure of outdoor use areas to noise levels over a CNEL of 65 dBA is considered a significant impact. C~ ROSEN GGLDBERG B~ DER 1100 Larkspur Landing Circle #354 Larkspur CA 94939 fel: 415 464 0150 /az: 415 464 Of 55 San Ramon Village Plaza, Dublin Page 10 Noise Impact Analysis 20 February 2004 Figure 4: Noise Exposure at Outdoor Use Areas n Qom„ , J ~ \ ~ F, ~ ~~ / ~ ommercia~~ '~~ `~, 7~'~~ 5 / ' Om F C ~/,~/%7%~~7Y~//J Existing ~`, ~ ~/ C ~\ ~\~ ~^ \,\ , ~j~a - ~ ~~~~: c '~ 0 11 ~`,, ~~o `., ~~ l 9 - i I - ~\\ N ~~`\ '~ ( g 7 3 \~ `~ '\ K ,, `~. :~, i ~ ~ 2 °~ `l J Exiting ~Soundwall ~_... i -~,~`~ i ,( .~_., ~ i~ ~ ~ ~ ~ ~~ ® Greater than CNEL 70 dB Greater than CNEL 65 d6 and ~ less than or equal to CNEL 70 d6 Mitigation 1 -Traffic Noise (outdoors): Policy H of the Dublin Noise Element states that there are four available categories of mitigation measures for noise. Three of these: noise barriers, site planning and architectural layout, can effectively reduce noise levels in outdoor areas. Porches or decks exposed to a CNEL of 65 to 70 dBA (see figure 4) can be partially enclosed or eliminated to help mitigate this potential impact. A partial enclosure would consist of a solid 6 foot tall balcony railing that would act as a local noise barrier. Porches or decks exposed to levels greater than 70 dBA would need to be fully enclosed. ROSEN GOLDBERG 8 DER 1100 Larkspur Landing Circle #350 Larkspur CA 94939 tel: 415 464 0150 (az: 415 464 0155 San Ramon Village Plaza, Dublin Noise Impact Analysis Page 11 20 February 2004 A full enclosure would create a deck or porch that is similar to a sun room. It would be constructed out of standard building materials but need to provide adequate noise reduction. The enclosure could include operable windows or sliding glass doors so that the area can be opened if the occupant desires. An acoustical consultant should review the design of the porch/deck treatments to confirm that noise levels will achieve the City's goal. The common use area (sitting garden) along I-680 would be exposed to a future CNEL in excess of 75 dBA which is considered "clearly unacceptable" for residential development. In order to reduce noise in this area and at buildings 2, 3 and 4, the existing soundwall could be extended an additional 275 feet. If this soundwall is 10 feet high, it would reduce the CNEL to less than 70 d6 which is considered to be "conditionally acceptable." It will be difficult to achieve the City's goal of CNEL 65 dB at the sitting garden. Preliminary calculations indicate that the wall will need to be about 18 feet tall to meet the City's outdoor noise goal. Alternatively, a wall could be located immediately adjacent to the sitting garden to block freeway noise. Figure 5 shows the two alternative wall locations. Since the wall would be closer to the sitting garden, it can be 1 or 2 feet shorter and achieve the same noise reduction. The exact height and composition can be determined during the detailed design phase. If there is a concern that the barrier would block views, a clear barrier made of acrylic or glass could be used. An acoustical consultant should review the design of the barrier to confirm that noise levels will achieve the City's goal. ROSEN G OLD BERG 8 DER 1100 Larkspur Landing Circle #354 Larkspur CA 94939 tel: 415 464 0150 /ax: 415 464 0155 San Ramon Village Plaza, Dublin Page 12 Noise Impact Analysis 20 February 2004 Figure 5: Alternatives for Mitigating Freeway Noise in Outdoor Use Areas c~ Soundwall Alternatives ~• Build ng 4 i z r m N`, Nr, t0 B ildin 3 o U O m~ l ~ Build ng 2 Existing Soundwall ~~ . uildi g 1 1 m - ROSEN GOLDBERG 8 DER 1100 Larkspur Landing Circle #354 Larkspur CA 94939 tel: 415 464 0150 fax: 415 464 0155 San Ramon Village Plaza, Dublin Page 13 Noise Impact Analysis 20 February 2004 Mitigation 2 -Traffic Noise (indoors): Sound-rated building construction can be used to achieve acceptable indoor noise levels as per the State Building Code and City's Noise Element. The specification of these treatments should be developed during the architectural design of the buildings. In general, rooms along the perimeter of the site will require sound rated windows. Units along I-680 may also require upgraded exterior walls. Figure 4 shows the location of units that will be exposed to levels over CNEL 65 dBA and thus require sound rated building constructions (windows and/or exterior walls) to meet the State Building Code requirement. All residential units in the project will require mechanical ventilation to allow the windows to be closed for noise control. An acoustical consultant should review the architectural design to be sure that the required treatments are incorporated into the construction documents. Mitigation 3 -Mechanical Noise: The City does not have a quantitative noise standard for mechanical equipment such as refrigeration units or air- conditioning systems. Noise generated by stationary sources (residential and retail) will need to meet, at a minimum, the performance standards contained in the Noise Element (CNEL of 60 dBA for residential uses). The mechanical design should be reviewed by an acoustical consultant to verify that the City's standards will be met and that the equipment will not significantly increase existing noise levels at proposed residences and common outdoor use areas as well as at adjacent existing residences. The mechanical and architectural plans should show all required sound attenuating features such as silencers and barriers. Car Wash Noise -The two northernmost residential units in would have a clear view of the carwash and have the most exposure to carwash noise. Based on our measurements of another car wash in Dublin, noise levels inside these residences would reach a maximum of 41 dBA with windows open during the blower cycle, the noisiest part of the wash cycle. Though the carwash might be audible indoors, it would not be expected to interfere with indoor activities such as speech communication. This is considered less than significant. b) Would the project result in exposure of persons to or generation of excessive groundborne vibration or groundborne noise levels? No, there are no known sources of groundborne vibration associated with this project. ROSEN GOLD BERG 8 DER 1100 Larkspur Landing Cirole #354 Larkspur CA 94939 tel: 415 464 0150 fax: 415 464 0155 ~~ San Ramon Village Plaza, Dublin Page 14 Noise Impact Analysis 20 February 2004 c) Would the project result in a substantial permanent increase in ambient noise levels in the project vicinity above levels existing without the project? No, the project-generated increases in traffic noise are less than the threshold for a noticeable increase of 3 dBA. Therefore, the increase in traffic noise will be less than significant. d) Would the project result in a substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the project? Yes, construction noise could impact nearby existing and proposed uses. The City does not have any quantitative standards for construction but it is likely that construction noise would be loud enough to cause activity interference at the existing residential area to the south. This is a potentially significant impact. Mitigation 4 -Construction Noise Applicant shall prepare a construction noise mitigation plan. The plan should identify the duration of construction and the type of equipment being used during each phase. The plan should include but not be limited to the following; 1. Construction phasing plan showing the duration of each phase and equipment to be used. 2. Location of stationary equipment. 3. Calculation of noise levels at nearest residences and noise sensitive retail spaces. 4. Name of construction noise coordinator that can be posted at the entry to the site. Person is responsible for responding to complaints and enacting solutions. 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? No, the project is not within two miles of a public airport or public use airport. f) 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? No, the project is not within the vicinity of a private airstrip. 03-010 t_San Ramon Village Plaza noise repert_20feb04.doc ROSEN GOLDBERG 8 DER 1100 Larkspur Landing Circle iR?54 Larkspur CA 94939 tel: 415 464 0150 /ax: 415 464 0155 ~ i CITY OF DUBLIN 700 Civic Plaza, Dublin, California 94568 Website: http://www.ci.dublin.ca.us February 19, 2004 . Michael Banducci Bancor Properties 1459 First Street Livermore, CA 94550 Dear Mr. Banducci: RE: Alcosta site (PA02-063-FC#606) During a recent review of the deposit account referenced above, it was estimated that additional funds would be necessary for the continued processing of the entitlement application. The Alcosta project has a negative balance of $. Attached are copies of expenditures posted against the deposit accounts. Please note that there may be staff time or consultant bills not yet posted against the accounts. As you are aware, it is the City's policy to have an Applicant of a project keep ample funds available in the deposit account, so that the City is not bearing the expense of processing an application. During the initial application process, many estimates for deposits were listed as "TBD" (to be determined) and the City is determining those estimated amounts. Some of the chazges posted to date include the traffic study performed by Omni Means, some noise consultant charges, consultant services of Deborah Ungo- McCormick, Paul Niemuth and Zumwalt Engineering and staff time. The project manager has estimated that additional funds will be needed for the environmental study, remaining traffic study costs, the noise study and the initial study process. These chazges are for consultant and City staff time. The estimated amount is $60,000. The City is requesting $60,000 to be placed into Finance Control Number 606 (Alcosta account) in order to bring the account current and have funds available for future charges. Please send the City of Dublin a check for $60,000 no later than March 5, 2004. Failure to send a check by the above date may result in a delay in your project. You can send the check to my attention, along with a copy of this letter so that it is credited to the proper account. If you have any questions, please do not hesitate to call Deborah Ungo-McCormick, Project Planner at (925) 833-6610. Sincerely, /~ (j,,, , Gaylene Burkett Administrative Aide cc: Katie Mooney, Finance Technician Deborah Ungo-McCormick, Project Planner Area Code (925) City Manager 833-6650 City Council 833-6650 Personnel 833-6605 Economic Development 833-6650 Finance 833-6640 Public Works/Engineering 833-6630 Parks 8 Community Services 833-6645 Police 833-6670 Planning/Code Enforcement 833-6610 Building Inspection 833-6620 Fire Prevention Bureau 833-6606 Printed on Recycled Paper i ~ ACS FINANCIAL SYSTEM 2/19/2004 10:21:04 General Ledger Analysis II CITY OF DUBLIN GL529P-V06.55 PAGE 1 ACCOUNT DATE VENDOR/GUST/EXPLANATION SRC JE-ID REF DETAIL DESCRIPTION DEBIT CREDIT 001 GENERAL FUND 001.333 PRIVATE DEVELOPMEN T DEPOSITS 001.333.0606 BANGOR-ALCOSTA SITE 07/01/2003 --- Beginning Balance -- - 23.865.22 07418/2003 PRIV DEV STAFF REVIEW J 07/18/2003 534 6 FIRE SRVCS - P/E 7/11/03 80. 00 08/05/2003 NIEMUTH/PAUL W. D 08/05/2003 548 027955 PLANNING SVGS TO 7/21 393. 75 08/19/2003 ZUMWALT ENGINEERING GROU D 08/19/2003 587 028256 ENGINEERING SVGS JULY 412. 50 09/02/2003 UNGO-MCCORMICK/DEBORAH D 09/02/2003 604 028392 PLANNING SVGS JULY 5.118. 75 09/16/2003 UNGO-MCCORMICK/DEBORAH D 09/16/2003 668 028552 PLANNING SVGS TO 8/31 1.350. 00 09/16/2003 ZUMWALT ENGINEERING GROU D 09/16/2003 673 028572 ENGINEERING SVGS AUGUST 275. 00 09/26/2003 PRIV DEV STAFF REVIEW J 09/26/2003 753 45 PLANNING-P/E 9/19/03 114. 48 10/07/2003 BABCOCK & ASSOC./DAVID D 10/07/2003 732 028634 PLANNING SVGS TO 8/31 318. 75 10/07/2003 BABCOCK & ASSOC./DAVID D 10/07/2003 732 028634 PLANNING SVGS TO 8/31 281. 25 10/07/2003 DUBLIN BUICK PONTIAC GMC D 10/07/2003 732 028687 ADJ FOR LEGAL COSTS 341. 25 10/21/2003 UNGO-MCCORMICK/DEBORAH D 10/21/2003 768 028999 PLANNING SVGS TO 9/30 675. 00 12/02/2003 UNGO-MCCORMICK/DEBORAH D 12/02/2003 857 029552 PLANNING SVGS TO 10/31 6,600. 00 12/16/2003 UNGO-MCCORMICK/DEBORAH D 12/16/2003 892 029717 PLANNING SVGS TO 11/30 337. 50 12/19/2003 PRIV DEV STAFF REVIEW J 12/19/2003 976 107 PLANNING-P/E 12/12/03 114, 48 12/19/2003 PRIV DEV STAFF REVIEW J 12/19/2003 976 108 ENGINEERING-P/E 12/12/03 102. 35 12/31/2003 PRIV DEV STAFF REVIEW J 12/31/2003 977 110 ENGINEERING-P/E 12/26/03 204. 70 01/06/2004 NIEMUTH/PAUL W. D 01/06/2004 932 030011 PLANNING SUCS TO 12/15 281. 25 01/16/2004 PRIV DEV STAFF REVIEW J 01/16/2004 978 112 PLANNIN6•P/E 1/09/04 57. 72 01/30/2004 PRIV DEV STAFF REVIEW J 01/30/2004 024 129 ENGINEERING-P/E 1/23/04 516. 60 01/30/2004 PRIV DEV STAFF REVIEW J 01/30/2004 024 130 FIRE SRVCS-P/E 1/23/04 160. 00 02/03/2004 NIEMUTH/PAUL W. D 02/03/2004 009 030340 PLANNING SVGS TO 1/19 900. 00 02/03/2004 ZUMWALT ENGINEERING GROU D 02/03/2004 009 030408 ENGINEERING SVGS DEC 893. 75 02/17/2004 PEACEMAKERS D 02/17/2004 030 030516 PLANNING SVGS TO 12/31 1.350. 00 02/17/2004 OMNI-MEANS D 02/17/2004 039 030506 ENGINEERING SVGS JAN 3.073. 13 02/17/2004 NIEMUTH/PAUL W. D 02/17/2004 039 030501 PLANNING SVGS TO 2/2 1.350. 00 02/17/2004 UNGO-MCCORMICK/DEBORAH D 02/17/2004 039 030547 PLANNING SVGS TO 1/31 9.250. 00 TOTAL BANGOR-ALCOSTA SITE TOTAL PRIVATE DEVELOPMENT DEPOSITS TOTAL GENERAL FUND BALANCE 23.865.22CR 23.785.22CR 23.391.47CR 22.978.97CR 17,860.22CR 16.235.22CR 16.120.74CR 15.179.49CR 14.504.49CR 7.904.49CR 7.566.99CR 7.350.16CR 7.145.46CR 6.864.21CR 6.806.49CR 6.129.89CR 4.336.14CR 10.686.99 34.552.21 23.865.22 10.686.99 34. 552. -- 21 ----- 23. ---- 865. -- -- 22 ----- 10 ----- .686. -- 99 34. 552. 21 23. 865. 22 10 .686. 99 E N G I N E E R E ~ P L A N N E R S February 2, 2004 (updated) Mr. Ray Kuzbari Senior Engineer City of Dublin Engineering Dept. 100 Civic Plaza Dublin, CA 94568 Subject: Focused Traffic Analysis for the Revised San Ramon Village Plaza Development (Site Plan Updated December 24, 2003) Deaz Mr. Kuzbari: This letter report focuses on key transportation issues related to the proposed redevelopment of the San Ramon Village Plaza (SRVP) in the City of Dublin. The project site is located on the southeast quadrant of the San Ramon/Alcosta intersection and currently contains 48,400 square feet of neighborhood shopping center uses. As proposed, the SRVP project would reduce the amount of commercial-retail space in the Plaza to 14,476 square feet and construct 56 townhouse units. Overall access to/from the site would also be modified. The following sections focus on the trip generation characteristics, project site access/circulation, project parking, and available transit services. A key element of the analysis will focus on project trip generation and specifically the net increase in PM peak hour project trips. Based on initial comments received from Dublin Engineering staff, both Alameda County Congestion Management Authority (ACCMA) and City guidelines require a comprehensive traffic analysis if proposed project trip generation exceeds 100 PM peak hour trips. The Contra Costa Transportation Authority (CCTA) also requires a traffic impact study for a project generating 100 or more peak hour trips. 1. Proposed Project Trip Generation The proposed project's AM and PM peak hour trip generation has been based on the net increase in vehicle trips between the existing uses (neighborhood-retail center) and proposed uses (commercial-residential) . a. Existine Site Trip Generation In order to quantify existing peak hour trip generation at the San Ramon Village Plaza, existing driveway counts were conducted at all project access points off of Belling Street and Alcosta 1901 Olympic Boulevard, Suite 120 • Walnut Creek, CA 94596 • (925) 935-2230 fax: (925) 935-2247 ROSEVILLE BEDDING VISALIA WALNUT CREEK Boulevard. Specifically, driveway counts were conducted during the AM peak period (7:00- 9:00) and PM peak period (4:00-6:00) at all driveway access points for inbound/outbound vehicles.' Special care was taken not to count vehicle trips related to the Shell Gas Station and Car Wash located on the southeast corner of the San Ramon/Alcosta intersection. This establishment is not part of proposed project development. Based on project driveway counts, the SRVP is generating 51 AM peak hour trips (27 in, 24 out) and 131 PM peak hour trips (65 in, 66 out). With the existing SRVP being commercial-retail in nature, a portion of the project's trips would be considered "pass-by". Pass-by trips represent existing traffic on Alcosta Boulevard, San Ramon Road, and Bellina Street diverted from other primary trip purposes. Based on research conducted by the Institute of Transportation Engineers (ITE), a shopping center of this size would have apass-by rate of 48 percent.2 Applying this rate to existing center peak hour trip generation, the SRVP is generating 27 AM peak hour trips (14 in, 13 out) and 68 PM peak hour trips (33 in, 35 out). b. Proposed Project Trip Generation The proposed project would involve a reduction in the amount of commercial-retail uses from 48,400 to 14,476 square feet and the addition of 56 residential townhomes. Project trip generation has been based on the proportional decrease in retail square footage and ITE trip generation research on residential townhomes.' As calculated in Table 1 (attached), the proposed project would generate 45 AM peak hour trips and 63 PM peak hour trips. The commercial- retail peak hour trip generation is based on a 70 percent reduction in usable space (14,476 s.f. / 48,400 s.f.) which would equate to 8 (4 in, 4 out) AM peak hour trips and 20 (9 in, 11 out) PM peak hour trips. The 56 townhomes would generate 37 (9 in, 28 out) AM peak hour trips and 43 (25 in, 18 out) PM peak hour trips. A PM peak hour trip generation calculation has also been conducted for the 14,476 square feet of proposed commercial-retail space based on ITE specialty-retail uses. This calculation was done for comparison purposes with trip generation derived from the driveway counts. As shown in Table 1, the commercial-retail component of the proposed project would generate 20 (9 in, 11 out) PM peak hour trips, which is equivalent to the number of trips calculated based on the driveway counts. 'Omni-Means Engineers & Planners, AM and PM peak period driveway counts (7:00-9:00 am & 4:00-6:00 pm), San Ramon Village Plaza, May 1, 2003. ZInstitute of Transportation Engineers (ITE), Trip Generation Handbook, Figure 5.5, October 1998. 'Institute of Transportation Engineers (ITE), Trip Generation, 7th Edition, Low-Rise Residential Condominium/Townhouse (Land Use 11231), 2003. S • c. Net Increase in Overall Site Trip Generation As shown in Table 1, during the AM peak hour the net change in project site traffic would be an increase of 18 trips (45 project trips - 27 existing trips). During the PM peak hour, there would be a net decrease of 5 trips (63 project uips - 68 existing trips). These trip generation calculations indicate that there would be a small increase in proposed project trips during the AM commute hour and essentially no change in trip generation during the PM commute hour. The proposed San Ramon Village Plaza project would not significantly affect traffic flows in the study area. The net change in AM and PM peak hour uips (between the existing retail center and the proposed project), would have minimal effect on traffic flows and current levels of service at adjacent intersections. Therefore, no comprehensive traffic analysis is required of this project. 2. Project Site Access/Circulation a. Access Proposed project access would be gained from one driveway (each) from Alcosta Boulevard, Bellina Street, and San Ramon Road (see attached site plan). Consistent with existing site ingress/egress, aright-turn-only driveway for inbound/outbound vehicles would be located off of Alcosta Boulevard approximately 170 feet east of San Ramon Road. This driveway would provide access to existing retail establishments and parking areas in the northern half of the site. A full-access driveway would be located on Bellina Street approximately 300 feet east of San Ramon Road. This driveway would provide access primarily to residential areas located on the southern half of the project site. (Two other existing driveways on Bellina Street west of the planned project driveway would be eliminated with the new project site plan.) Finally, a new limited access driveway is proposed for San Ramon Road approximately 250 feet south of Alcosta Boulevard. Due to the raised median on San Ramon Road, this driveway would be limited to right-turns-only for inbound/outbound vehicles and would be located an adequate distance (south) from Alcosta Boulevard so as not to interfere with northbound traffic on San Ramon Road. This driveway would provide immediate access to retail parking areas and residential units to the south. b. Circulation Vehicle circulation within the project site would be provided by a main north-south internal drive aisle that would link the Alcosta Boulevard driveway with the Bellina Street driveway. From Alcosta Boulevard south to the retail frontage, the drive aisle would have a 20-foot travel width (between the existing Shell Gas Station and the retail area to the east). As the north-south drive aisle continues south into the retail parking areas and the residential portion of the project site, the aisle width would be increased to 24 feet continuing all the way to Bellina Street. In 3 v • addition, all outbound traffic at proposed project driveways on Bellina Street, Alcosta Boulevard, and San Ramon Road would be stop-sign controlled to avoid vehicle conflicts at these major ingress/egress points. In addition to the north-south drive aisle, two other east-west drive aisles would serve the parking field located between the retail portion of the site and the new project driveway off of San Ramon Road. The site plan indicates an aisle width of 20 feet for the eastbound and 19 feet for the westbound drive aisles which would be adequate for one-way traffic. Vehicle access to residential areas would be gained from the main north-south drive aisle. From this main drive, residents would access their buildings via north-south and east-west internal streets and courts with 20-foot widths. Pedestrian access in and azound the project site would be provided by a series of sidewalks in both the retail and residential areas. These sidewalks would be continuous with breaks for vehicle drive aisles and internal intersections. There would be a pedestrian sidewalk connection (with handicapped ramp) from the rear parking field serving the retail uses that would link to the front of the retail/residential lot along the main north-south street (Bellina Commons). c. Potential Access and Circulation Vehicle Conflicts There are specific locations within the project site that vehicle and/or pedestrian conflicts could occur. These locations are highlighted as follows: •San Ramon Road limited access driveway: The current driveway configuration may create vehicle conflicts between inbound patrons accessing internal parking aisles and those patrons wishing to access the north-south Shell Gas Station easement. For example, patrons travelling through the westbound retail drive aisle and "looping" azound to the eastbound drive aisle in search of a parking space could conflict with inbound vehicles from San Ramon Road traveling directly to the Shell Gas Station; •The main north-south internal drive (Bellina Commons) between Alcosta Boulevard and Bellina Street: The wide travel width of 24 feet could encourage ("cut") through-traffic between the two public streets within the retail center as well as high vehicle speeds within the center; •Truck turning radius: At main internal intersections in the retail and residential areas, truck turning radii should be adequate for fire and/or gazbage truck access. •There is a potential for vehicles to parallel pazk along the curb at the south end of the drive aisle between buildings 7 and 8 which would also block residential access. 3. Public Transit Currently, there are two bus transit lines that serve the project study area and these include the 4 v • Wheels Route 201 (Shannon Park/Wells Middle School) and the County Connection Route 121 (Walnut Creek/San Ramon Valley). Wheels Route 201 is a limited schedule route that operates on weekday school days during the periods of 7:24 to 7:52 a.m. and 2:38 to 3:15 p.m. with one stop at each location primarily serving school transit ridership. A bus stop for Wheels Route 201 (eastbound) is located on Alcosta Boulevard just east of San Ramon Road. This route operates on Vomac Road, Southwick Drive, Alcosta Boulevard, and Davona Drive in the project study area. County Connection Route 121 operates on both weekdays and weekends between the Walnut Creek and Dublin/Pleasanton BART Stations. In the project study area, bus stops are located on Alcosta Boulevard just east of San Ramon Road on both sides of the street for eastbound and westbound travel. During the weekdays, headways are every 20-30 minutes and on Saturdays every hour. In the study area, Route 121 accesses Village Parkway, Kimball Avenue, Alcosta Boulevard, and San Ramon Road. With the exception of County Connection Route 121, the study area is poorly served by local transit (Wheels/LAVTA). With the potential re-development of the project site, there would be an opportunity to improve local bus service in the project vicinity and potentially serve future residents on the site. LAVTA staff has expressed interest in installing a "safe stop" adjacent to the project site.° Based on field observations and discussions with City Engineering staff, it is recommended that a safe stop be installed along San Ramon Road immediately north of Belling Street. This could be accomplished without additional right-of-way acquisition as the current northbound (outside) lane is sufficiently wide (19') as it transitions to a dedicated right-turn lane on approach to Alcosta Boulevard. A separate bus pull-out would not be necessary to accommodate both a bus stop and northbound through-traffic at this location. 4. Parking The proposed project's parking supply has been derived from the project sponsor's site plan.' Based on the project site plan, each residential unit would have two (2) covered parking spaces with 26 guest parking spaces. These spaces can be categorized as follows: Residential Parking: Covered spaces = 112 Off-street guest spaces = 26 Total Residential Spaces = 138 °Cyrus Sheik, Transit Planner, Wheels (LAVTA), Letter to Ms. Deborah Ungo-McCormick, Contract Planner, City of Dublin, "San Ramon Village Plaza", February 26, 2003. SCarlson, Barbee, & Gibson, Inc., San Ramon VIllage Plaza Vesting Tentative Map Technical Site Plan Tract 7437, Ciry of Dublin, December 24, 2003. 5 S • The total number of residential parking spaces would equate to 138 spaces. These would be divided into 112 off-street spaces (2 spaceslunit) and 26 off-street spaces located within the residential areas of the project and the main north/south internal drive extending in the same areas. It is noted that the eight (8) "designated guest" parking spaces (in front of building 9) can only be credited for two (2) guest spaces based on the City's code requirement of 0.5 space/unit. Additionally, the two (2) on-street parking spaces along Bellina Street cannot be included as part of overall project supply for off-street parking requirements. These on-street spaces are part of overall project improvements along Bellina Street. The commercial-retail parking spaces would be located on either side of the building frontages (both east and west) as well as in the pazking field located between the proposed San Ramon Road driveway access and retail development. The commercial-retail supply would total 93 parking spaces and would be categorized as follows: Commercial-Retail Parking: Standard spaces = 74 Compact spaces = 15 Accessible spaces 44 Total Retail Spaces: = 93 The proposed project's total off-street parking supply for residential and commercial uses would be 231 parking spaces. The proposed project's off-street parking demand has been calculated based on the City's parking code requirements for retail and residential uses. The residential rate requires two (2) covered spaces per unit plus one guest space for every two dwelling units. The commercial-retail portion can be divided into neighborhood-retail (8,976 square feet) and restaurant (5,500 square feet) uses. The neighborhood-retail parking rate requires one (1) parking space per 300 squaze feet of GLA. The restaurant parking rate requires one (1) parking space per 100 square feet of GLA. Based on a project description of 56 townhomes, 8,976 square feet of neighborhood retail, and 5,500 square feet of restaurant uses, the off-street parking requirements have been calculated as follows: Residential Parking Code Requirements: 56 townhomes x 2 spaces/unit (residents) = 112 spaces 56 townhomes x 0.5 spaces/unit (guests) = 28 spaces Subtotal: = 140 spaces Neighborhood-Retail Parking Code Requirements: 8,976 sq. ft. x 1 space/300 sq. ft. = 30 spaces Restaurant Parking Code Requirements: 5,500 sq. ft. x 1 space/100 sq. ft. = 55 spaces Total Required Parking: = 225 spaces 6 • Based on City code requirements, residential parking supply would have a deficit of two (2) spaces (140-138) and the total off-street requirement would equate to 225 parking spaces. Based on an overall project supply of 231 spaces, there would be an overall surplus of six (6) spaces. 5. Shared Parking Analysis At the City's request, a shared parking analysis has been conducted to determine peak demand periods for proposed project uses and the adequacy of shared (overlap) parking between the commercial and residential uses. The current project site plan does not indicate the amount of commercial parking spaces that would be used as shared spaces to accommodate potential excess parking demand from residential development. The shared parking demand analysis for the proposed project is shown in Table 2 (attached). Based on the Urban Land Institute (ULI) research on peak hourly residential, retail, and restaurant parking demand, an hourly summary for the proposed project's parking demand has been calculated. The proposed project's peak parking demand would occur on a Saturday when retail demand would be at its peak (compared to weekday demand). Both residential and restaurant parking demand would peak during the same time periods on either a weekday or weekend. The shared parking analysis indicates that demand for the shared residential/retail/restaurant parking spaces would peak at 201 spaces (i.e, greatest parking demand) between 8:00 and 9:00 PM on a Saturday. During a typical Saturday, both the residential and restaurant peak parking demand would occur during the evening hours (6:00-10:00 p.m.). However, the retail peak parking demand would occur during the mid-afternoon between 2:00-4:00 p.m. and would decline as the evening hours approach. The peak demand for. residential uses would occur starting at 9:00 p.m. with 133 parking spaces. Based on the proposed supply of 138 spaces for residential uses, it appears that residential parking demand could be accommodated without shared parking. During the time period of 9:00-10:00 p.m., the retail/restaurant parking demand would equate to 67 parking spaces (12 retail/55 restaurant). Again, this parking demand could be accommodated within the proposed supply of 93 parking spaces for retail/restaurant uses. One option for overall parking demand would be to establish a residential parking management plan. With this plan, there would be no shared parking for residential uses and these parking spaces would be clearly identified as tenant/guest parking spaces. Any shared parking that would occur on the project site would be limited to retail/restaurant uses. The proposed supply of 93 parking spaces for retail/restaurant uses would be adequate to accommodate any shared parking demand between these two uses, which is expected to peak at 72 spaces between 8:00 and 9:00 p.m. 6. Summary/Recommendations The proposed San Ramon Village Plaza project would not significantly affect traffic flows in the study area. The net change in AM and PM peak hour trips (between the existing retail center and the proposed project), would have minimal effect on traffic flows and current levels of v • service at adjacent intersections. Therefore, no comprehensive traffic analysis is required of this project. Proposed project access and circulation would be adequate. Project vehicle access would be consolidated at three driveways including one main full-access driveway on Bellina Street and two limited access driveways (right-turns in/out only) on Alcosta Boulevard and San Ramon Road. Overall vehicle circulation through the site would be provided by a main north south internal drive (Bellina Commons) extending between the Alcosta Boulevard and Bellina Street driveways as well as two one-way east-west internal drives between San Ramon Road and the retail buildings. With regard to traffic safety, pedestrian access, and vehicle circulation, the following improvements are recommended to improve circulation and access (see attached sketch): •A]l outbound traffic at proposed project driveways on Bellina Street, Alcosta Boulevard, and San Ramon Road should be stop-sign controlled to avoid vehicle conflicts at these major ingress/egress points. •The majority of parking spaces located in the eastern (rear) portion of the site could be designated (18 spaces total) for employee parking. In this way, retail patrons would have access to the majority of parking spaces in the main retail parking field. It is recommended that the proposed handicapped parking space in the rear retail parking field be relocated to be adjacent to the handicapped parking space proposed i^ front of the retail building on Bellina Commons (i.e. near the southwest corner of the building). •The San Ramon Road limited access driveway should have additional traffic controls to prevent potential vehicle conflicts for both inbound and internal motorists. Two additional stop-signs should be installed in conjunction with this driveway to allow for safe access to the north-south Shell Gas Station easement. It is recommended that astop- sign be installed for westbound traffic at the internal drive aisle intersection with the north-south easement. Another stop-sign should be installed for southbound traffic on the north-south Shell Gas Station easement just prior to the outbound traffic flow lane to San Ramon Road. This would prevent internally circulating vehicles from interfering with inbound traffic. •Three on-site parking spaces should be removed to prevent conflicts with through-traffic within the project. On the one-way eastbound retail parking drive aisle, the first diagonal space on the south side entering from San Ramon Road should be removed. On the one- way westbound retail parking drive aisle, the first diagonal space on the south side should be removed. Similarly, the first pazking space on the east side entering from Bellina Street should be removed for traffic safety purposes. Removal of these spaces would not change project parking demand conclusions. 8 V • •The three compact guest parking spaces within the residential areas on the eastern portion of the site (near buildings 1,2,3, and 4) would not require time limitations nor would they interfere with residents backing out of their garages. However, it is recommended that the parallel curb at the south end of building 8 be painted red to prevent parked vehicles from blocking garage access to the last units in building 7. •The main north-south internal drive (Bellina Commons) requires traffic calming measures possibly including (but not limited to) speed tables and appropriate traffic signs to discourage "cut-through" traffic between Alcosta Boulevard and Bellina Street, reduce traffic speeds, and improve pedestrian safety. In addition, there should be no centerline striped on Bellina Commons. It is also recommended that the width of Bellina Commons be changed from 20 feet to 24 feet at the north end (near Alcosta Boulevard) to maintain safety of traffic flow in this area. The curbline on the west side of Bellina Commons should be designated as a "Fire Lane" zone to ensure adequate emergency access. Finally, a sidewalk should be installed on the west side of Bellina Commons adjacent to building 11 in order to maintain a continuous sidewalk within the project site between Bellina Street and San Ramon Road. •A marked pedestrian crosswalk should be installed (north-south direction) at the San Ramon Road limited access driveway. This sidewalk could be textured to distinguish it from the paved surface. •Truck turning radii within the project site for both fire and garbage trucks have been submitted to the Ciry.° Based on the latest project site plan, it appears that specific curb returns (15-20 feet radius) would be adequate for these trucks. Public transit in the project study area is provided by Wheels Route 201 (limited schedule) and County Cormection Route 121. With such limited local transit access in the project study area, overall transit access could be improved with a designated bus stop. In response, the following measure is recommended: •Based on field observations and discussions with City Engineering staff, it is recommended that a safe stop be installed along San Ramon Road immediately north of Bellina Street. This could be accomplished without additional right-of-way acquisition as the current northbound (outside) lane is sufficiently wide (19') as it transitions to a dedicated right-turn lane on approach to Alcosta Boulevard. A separate bus pull-out would not be necessary to accommodate both a bus stop and northbound through-traffic at this location. ~'Loliakha Afzal, Civil Engineer Carlson, Barbee, and Gibson, Personal communication, January 15, 2004. ~~9 - , v The proposed project parking supply of 231 spaces would meet the overall City Parking Code requirements for the entire project. Based on City code calculations, the proposed project's off- street parking would require 225 spaces. This would equate to an overall surplus of 6 spaces. The proposed project's current site plan does not identify the amount of commercial parking spaces that would be used as shazed spaces to accommodate potential excess parking demand from residential development. Based on hourly shared parking demand calculations, the project's peak shared parking. demand would occur on a Saturday between 8:00 and 9:00 p.m. with a demand for 201 parking spaces. During this time period, both residential and restaurant demand would be near their peak. However, the retail peak parking demand would be declining during this time period. Based on the proposed supply of 138 spaces for residential uses, it appears that residential parking demand could be accommodated without shazed parking. During the time period of 9:00-10:00 p.m., the retail/restaurant parking demand would equate to 67 parking spaces (12 retail/55 restaurant), while residential pazking would peak at 133 spaces. Again, this parking demand could be accommodated within the proposed supply of 93 parking spaces for retail/restaurant uses and 138 spaces for the residential units. One option for overall parking demand would be to establish a residential parking management plan. With this plan, there would be no shared parking for residential uses and these pazking spaces would be clearly identified as tenant/guest parking spaces. Any shazed parking that would occur on the project site would be limited to retail/restaurant uses. The proposed supply of 93 parking spaces for retail/restaurant uses would be adequate to accommodate any shared parking demand between these two uses, which is expected to peak at 72 spaces between 8:00 and 9:00 p.m. It is noted that proposed guest parking spaces for residential units would be within 150 feet of the residences they would serve. I trust that this focused traffic analysis for the proposed San Ramon Village Plaza project responds to your needs. Please call if you have any questions. Sin erely, George .Nickelson, P.E. Branch Manager attachments 10 S _ ~-/ ~ • - -~_ ~ !f ~ ~ _ _ _ .~.~~% ~ ~ i , ~ ~ ~` `~~-° _.:._ ~ / \ RD1o W IRf DIAGWM ~4 a w s.u AD16lii DIAGWA i t /~ l .2 e~ a 5 'J / • p ' --.- 1 1 l u: 4-\ 9 p _ 1 \ 1 mlm rtm® CCVmnn { '~- %~ / w \~ , / \ m RYA . -` ... _ 1 1 /i~ rnzi a.__ 1 ~ 1 C ~wf \ w n....n ur..r _ \ ~IXv ~NODi4 •• ~ •~~.• ~ •• f v.maov O • i ~ . ,~. u. v suv..,w....,. a tt ° ~ .AN ifP63UADMl7: ~ la... : ¢ i ; E .. m. s. d ,~ • • 1 ~v, •wve~wsm....o ~ r ~ ~f - - ~ ~ \ ~\ !n ~ • - ~ .1 •mm Ali 01 D[Y6LOIMLN7 CAI.C11L1710X3 "Om 1 i , w / ~ ' ~ m \ \ _ r~ u.~.. r4 'n y ~/ I I I 4 •.F 1 \ 1 Y 1n ' ~ ` lNIII 1 ..vn Pml u m ~w / a L w_-. ~_._.y ~~'~}'1I, 1\ , v 1 K R mn • I.m.ul , ~ I ~iTL \ ' Ong. N g 1 1 ... y z I I ~ p.>e...l ~ _ q i ~ ~ L IW i0111t sav.o ueVm .1 1 rm urra. nf~ul y~ 1 - 1tlLSN~9: IOV1.N0k Y9JID6 Nidt M[6 r : ~ - ~i _ C y ~ 1 ~ / _ ,-- 4 A111D WL ~ 1,. v.wm~v. n uw• aas - ` e , ' ~,:` ' - ~ ~ - - - ' TECHNICAL SI'PE PLAN " , ,, ~ ~ ~w , . Y - _ TRAC T 7437 ~ ,~ ' " ~ Y _ 1 ~ " ° = °° SAN RAMON VILLAGE PLAZA (• Il ~~t . z-.. 0 - :r 1 ~! Q!! O~ OMA m0lfll M AIAI®1 GI110NIA ~. ~. 1I 1 _ t(iDV10R b1 M. 111.-M Table 1 Existing and Proposed Project Net New Trip Generation; AM and PM Peak Hour 1. Existing Site Trip Generation:"'~'_' Driveway Counts AM Peak Hour: 51 (27 in, 24 out) PM Peak Hour: 131 (65 in, 66 out) 2. Proposed Project Trip Generation:"'~'°' Commercial-Retail Component: Pass-By Rate Existing Trips x 48% Pass-by = 27 (14 in, 13 out) x 48% Pass-by = 68 (33 in, 35 out) 70% reduction in commercial-retail space (14,500 sq. ft. / 48,400 squaze feet); AM Peak Hour: 27 trips x 30% = 8 (4 in, 4 out) PM Peak Hour: 68 trips x 30% = 20 (9 in, 11 out) ITE Specialty-Retail (PM Peak Hour Comparison Only); PM Peak Hour: 14,500 s.f. x 2.71 trips/ksf = 39 (17 in, 22 out) 39 PM peak hour trips x 48% Pass-by = 20 (9 in, 11 out) Townhome Component: AM Peak Hour: 55 townhomes x 0.67 trips/unit = 37 (9 in, 28 out) PM Peak Hour: 55 townhomes x 0.78 trips/unit = 43 (25 in, 18 out) Total Proposed Project Trip Generation: AM Peak Hour: 45 (13 in, 32 out) PM Peak Hour: 63 (34 in, 29 out) 3. Net Increase/Decrease In Project Site Trip Generation AM Peak Hour: 45 - 27 = 18 (-1 in, 19 out) PM Peak Hour: 63 - 68 = -5 (1 in, -6 out) (I) Omni-Means Engineers and Planners, AM and PM peak period counts (7:00-9:00 am, 4:00-6:00 pm), San Ramon Village Plaza, May 1, 2003 (2) Institute of Transportation Engineers (ITE), Trio Generation Handbook, Figure 5.5, Shopping Center Pass- by rate, October 1998. (3) Institute of Transportation Engineers (ITE), Trip Generation, 7th Edition, Specialty-Retail and l.ow-Rise Condominium/Townhouse, 2003. (4) Commercial-retail trip generation based on a straight proportion of existing net retail space (48,400 sq. ft) and proposed reduction in net commercial-retail space (14,476 sq. fi.). This was done since existing retail tenants would continue to operate on the site and reflect similar trip generation characteristics that were counted under existing conditions. Commercial-retail trips also based on ITE Specialty-Retail rate should Center uses become more active. PM peak hour trip generation would be unchanged using this rate. Table 2 Shared Residential/Retail/Restaurant Saturday Parking Demand 7:00 AM - 9:00 PM Hour of Day Residential Retail Restaurant Hourly Shared (Starting) Demand Demand Demand Parking Demand 7:00 a.m. 133 1 2 , 136 8:00 a.m. 123 3 2 , 128 9:00 a.m. 113 9 3 , 125 10:00 a.m. 104 14 4 i 122 11:00 a.m. 99 22 6 , 127 12:00 noon 99 26 17 i 142 1:00 p.m. 98 29 25 , 152 2:00 p.m. 99 30 25 i 154 3:00 p.m. 102 30 25 i 157 4:00 p.m. 105 27 25 ~ 157 5:00 p.m. 113 23 33 ~ 169 6:00 p.m. 119 20 50 ~ 189 7:00 p.m. 122 18 53 ~ 193 8:00 p.m. 129 17 55 , 201 9:00 p.m. 133 12 55 , 200 Source: Urban Land Institute (UL[), The Dimensions of Pazkine, Table 5-6, Shared Pazking Ratios--Saturday Hourly Pazking Demand Ratios--Default Values, Residential, Retail, Restaurant, 1993. Hourly pazking demand [orals based on the calculated City code demand of 140 residential, 30 retail, and 55 restaurant spaces. S Rug 15 03 01:40p 1459 First Saeec Livermore, CA 94550 Ph.(925)*t55-1072 Fax. (925,)455-I436 • BANGOR PROPER`ITES LLC Jeri Ram- Planning Manager To: Deborah Ungo-McConnick•Proj. Planner From: Michael Banducci Paul Kruger-City Clvll Engineer 925.833.6628 Fax: 408.286.7840 Pages: 925.829.9248 Phone: Date: .August 15, 2003 Re: San Ramon Village Plaza CC: ^ Urgen! X For Review ^ Please Comment Please Reply ^ Please Recycle • Comments: Attached for your review is an additional exhibit showing an altemative land plan for San Ramon Village Plaza. This plan provides more parking for the retail and residential, a 50' setback from San Ramon Road, it provides well defined guest parking areas, creates several larger landscape areas, and has less units fronting the retail parking lot. Also, overall there is one less unit with two more two-bedroom units and two less four-bedroom units. The land plan utilizes the two existing driveway approaches along Bellina. The circulation for the retail is much improved as well. Please let me know if this altemative is acceptable ahd internally we will decide between this one and the other one you recommended. Again, once the plan is cleaned up, we would like to meet with Public Works, the Architect and Landscape Architect, and Fire to review the plans and make any additional modifications prior to preparing the submittal package. If you have ariy questions or need additional information please contact me at on my coil at 925.984.7914. Thanks, N Rug 07 03 03:23p I459 Ficsc Sacec Liveanore, CA 94550 Ph. (925)455-I072 Fax. (925)455-I436 Jeri Ram- Planning Manager ~~ Deborah Ungo-McCormick • BANGOR PROPERTIES LLC From: Michael Banducci Fax: 408.286.7840 Pages: 6 Pie; Date: August 7, 2003 Re: San Ramon Village Plaza ~: ^ Urgent ^ For Review ®Pleaso Comment Please Reply ^ Please Recycle • Comments: Attached for your review-are the exhibits showing the five land plan alternatives for San Ramon Village Plaza. We prefer F~chibit D with some fine-tuning. It provides more parking for the retail, a centrally located tot lot and open space that can be enjoyed by the residential and retail patrons, it provides well defined guest parking areas, and creates several large landscape areas along the public streets. Also, there are.two more two-bedroom units and two less four-bedroom units, so the parking situation for the residential improved. Please let us know which alternative or alternatives you like and we will update our submittal drawings. Once the plan is cleaned up, we would Pike to meet with Public Works, the Architect and Landscape Architect, and Fire to review the plans and make any additional modifications prior to preparing the submittal package. We are very eager to proceed with providing the detailed plans requested in the previous comment letter in order to take the project to the public hearing stages. Your timely response would be greatly appreciated. If you have any questions or need additional information please contact me at 925.455.1072 or on my cell at 925.984.7914. p. 1 Thanks, m a o_ m N m 0 O O OD .] D_ j 1' i X: i i J i' ': , ~ -- , - ~:: _ -,_ -- ~ -' . ~ mixl _, ~ `- = ti i '' ~ ~ - ._ i ruunc rwe. ~ e~ ~.emm~...sm ~wn r sm w. ALTERNATIVE SITE PLAN EXHIBIT A SAN RAMUN VILLAGE PLAZA m, v D®O YY®~ mwn uYwRnY o +o' izo' ico' ._ w~ s (3msm, hr. SCALE- 1'= t0' ~~ j AUGUST 8, '2W7 Q' "~ ~_-____ ya' t N a t r 2 TL m N m 0 m O O .~ t d ;i i ti +e ~~ !' i q ~I i~ i i ~ o ~ 3 3~~' ~'~ ~ ~'~ ;~ ~. ~b~ ~~ s~ 1, ., i :=~ - Tr ; , :~ ~~ ~,~ ~,~ ~' ~;_. - .r ~~."'_ ~ ___ i ``tf: • rmwc V .:` i _ ~ • ~ _, `,~~ ` ; 11 ~.y ~.~~,~ .a, M 9YM1 TECHNICAL SITE PLAN TBACT 7437 SAN RAMON VILLAGE PLA o' Ao' u Teo' Teo' a _~.~. a aA~.~. r sce~s: T'= Ao' : Y.~.... ~ Ill AUGUST' B, 2009 I~~ Q N m O m 0 0 u .~ ..... i ~ '.. J. -- (. 1~ ,~ ~.. ... _..: c: ~.._ __.._ ..i:>._. r1 \ . a W i111M 1 1 ~~\ M Y A.° llll~ •~ 1 ~ ~ ~ ~\ t\ ' o j ~ ;~~ f ~ a ~ ` 1 i + = i 1 1' t ~ 3 # ~ ( J ! ~ ~~~/,~~~~~~~~~111~~ c .1. ! r ~ 1 : \ ~ ... r-.! 'I 1 1 ~ - • J 1~ 1\ i ' 111 ,: 2 _ f ; I 1 ~ X 1 1 ~11 ~ ~ j 11 2 ~'~ _ ~ 1 ~ `Ij $ i f#G HIO 111 1 ~ ` ` `~ 11 1 1 1 , 111 , ~ •a +;I 2 .~.:Q X11 - i ~ 1 ; , ,, , [. / f ' ', S 1 ; ~11~ir t ~ t, ~. .1 w-m~~.lmo u~l 1 9J, \ rwsm em .w i \\ °, ~ 4N(1 "w \ ~ ~~ 1\ 1 ~ ,~ \ 41tu 1 ,` ~~ 111 \ '` 1 1 ~ ALTERNATIVE SITE PLAN .w ' ,1 `~~ ~ EXHIBIT B `= ~~ ~~ SAN RAMON VILLAGE PLAZ ~~ ~ m °~ u+°m~ mma: tLnww . -~ v ~ ~ o' ~a' ~zo' iso' caam. Balboa eucusr e, zoos ° Qf N O m ill O O J 1 !; ' f' ~ Ali e f , i j ?' i ~ j ~ '~ n e ~ ~ i ~ j ? ~ z ~ ~ I i~,' - ____ - - ~ ti..~:~~ un°c w s~mv Y~ '~.. 1' ~~ .' i~ 1;, ~' ii ~ r ' i ~ r 1 ~ S01 U11 1 t7 j '1 1, X11 ,'Y 1 , ~ ~. ~~1, ~Ih ,~ ', 1 1 fW 1~ 1 1i :; _ i e wv.h ;" `` ~ \ s~ \ ` ~ `~ ~`, ~ \ s ` ~ ~. \ n,uu am ~ ~ ~ ` l \ ` \ `~ ': 1 Ylm ` 1 h ` \\ ` ~ ~ 1 1 \ t 1 ~ ,~F r>f ~` , ~ , ... ;` ~ ALTEBNATIVE SITE PLAN -. i-tr-, ~ __~' ~.____.J _~ _.- ~ i i.~'' SAN RAMON VILLAGE PLAZA 1-~~~-v1 mi a ~mn Y°~ mnn ruuaw J~-1 0 40' 12D' !80' s _ Cartsm embw ~.~ ~.~ 1 SCALE: l'= 40' Y_„~°^'^ dUCUST 8, 200J p' .vwer-+~..+a. e i% gig; 1~ ¢~. . 't' G n C c C C C ,` i ~; i i% i~ i' o 1 ~ y 1 ~, ; tl r ~i ~. _, s +. :` - i u ~- _ a-' + '', `~ l ~ ~1 F ~ mom PAYING mo •w.~ amu s.~ma,. mn u.ria.w, mv., PREFERRED ALTERNATIVE SITE PLAN EXIIIBIT D SAN RAMON VILLAGE PLAZA 0~ A0~ 12U• 100 an.m. Bamee 6GOaM, Irc AUGUST fi, 2000 ,v.w.w.,ei..... _ .. H i ._:::':. ".u ., L - - --' r ...._ _ ... ." 9 ....._.... __ _ ALCOSfA &W. J Structure setback Existing flood plain terrace ,. Local trail/' • maintenance road see fig. 10 • Wildlife setback (f00' min.) Creek channel J, Food plain terrace varies - Existing - fop of bank "Q" varies Excavate for flood plain ,- terrace as required Structure setback Trail/ Regional trail/~ maintenance road see fig. 9 Existing grade Wildlife setback Stream Corridor (100' width varies TYPICAL CROSS SECT/ON MIDDLE REACH NTS Ta~ssajara Creek Figure 4 CITY OF DUBLIN ~d~e-. 100 Civic Plaza, Dublin, California 94568 July 17, 2003 Michael Baaducci Bancor Properties LLC 1459 First Street Livermore, CA 94550 Re: Bancor Properties - 8909 San Ramon Blvd. PA# 02-063 - Resubmittal #1 Deaz Mr. Banducci: Website: http://www.ci.dublir7.ca.us This letter is a follow up to the first re-submittal of your planning application on June 4, 2003 for the property located at the San Ramon Village Plaza, 8909 San Ramon Road. We' have reviewed your application and found that at this time it is still incomplete because not all comments have been addressed from the letter of comments dated March 21, 2003. In order to continue processing your application, the information noted below must be provided. However, please note that there may be additional information requested by the Project Review Committee or Planning Commission during the review process. The following are general comments regarding project design: etback : As indicated in our previous letter, staff is concerned with the minimum setbacks proposed, particularly for Building 9 along San Ramon Road (Building 9). Additionally, the PRC is concerned that the layout has the garage door facing San Ramon Road and appears a though the project is turning its back onto this main arterial. We recommend a greater setback on San Ramon Road. Additionally, please provide details on how you proposed to treat and enhance the setback between the building (and other project improvements) and the public right-of-way along San Ramon Road (i.e. landscaping, fencing, screening). Par 'n :The plan for the residential site requires a minimum of 28 on-site parking spaces for the exclusive use of guests of the residential project where only 24 spaces are provided. As indicated in previous discussions and letter of incompleteness, off-site (street) or joint-use pazking cannot be counted as part of the on-site requirements. Please revise the project layout and Written Statement to meet the minimum on-site parking requirements described above. Area Code (925) City Manager 833-6650 City Council 833-6650 Personnel 833-6605 Economic Developmont 833-6650 Finance 833-6640 Public Works/Engineering 833-6630 Parks 8 Community Services 833-6645 Police 833-6670 Planning/Code Enforcement 833-6670 Building Inspection 833-6620 Fire Prevention Bureflu 833-6606 Primed on Recycled Paper Bancor Properties - San ~on Village Plaza PA02-063 July 17, 2003 Page 2 Circulation: The PRC continues to be concerned with the circulation layout for the commercial component particularly at the entrance to the site from San Ramon Road. Please see attached comments from the Public Works Department and revise accordingly. Based on our discussion at the project review meeting of July 1, 2003, we aze anticipating concept drawings from your engineering team so that we can review and resolve this issue prior to any subsequent submittals. Pedestrian circulation: The plan does not cleazly show pedestrian circulation routes throughout the project. A system of walkways must be included that provides safe pedestrian access from the public right-of-way and private drives to every dwelling units and common open space areas. Walkways shall have a minimum width of 4 feet Please note that staff considers the lack of pedestrian connection on the north side of the commercial building between the rear parking area and the front of the building an unacceptable condition. A standazd pedestrian sidewalk shall be provided with signing to provide a clear pedestrian route from the retail and restaurant areas to the reaz parking azea. Please provide this information on the site plan and/or landscape plan. Open s~ce and landscape plan: Currently, the only recreational amenity for the project is a small tot lot in the Front of the site. We strongly recommend that you consider increasing the usable open space azea and more centralized recreational amenities for all residents of the project (See comment above regarding density of project, parking issues). Additionally, in order to address security issues for the Tot Lot, please provide a detail for proposed fencing (see attached comments by Police Department). The following list contains the information you need to submit to complete your application. Some of the items must be shown on the plans, while others required a written explanation. All are necessary to continue review of your application. ann' Cover Sheet (Sheet 11: 1. Under the project title, please add Vesting Tentative Map in the heading. PD Rezoning Exhibit• 1. Please include the total gross and net area of the site. 2. Under the General Notes, please add the following information: • Existing General Plan designation: Retail/Office • Proposed General Plan designation: Mixed Use (Medium Density! Retail/Office) Bancor Properties -San ~on Village Plaza PA02-063 July 17, 2003 Page 3 Site Plan (Sheet 3): We appreciate the changes made in the plans that include a sepazate Site Plan with only basic site layout information. However, the following information is still missing from this plan: 1. Fully dimensioned setbacks (building stairs and walls to property lines and drives/roads, and setbacks between buildings), walkways, landscape planters, driveways, and pazking spaces. 2. In Table format, include the information required to establish the standards for development as required in the Stage 2/Site Development Permit for project for both the residential and commercial sites (allowable uses, conditional uses, maximum density, setbacks, maximum lot coverage, parking dimensions and requirements, etc.) 3. The pazking table is incomplete and is very confusing which makes it difficult to determine how much on-site parking is provided to meet city on-site parking requirements. The parking data shall include all required on-site parking in a table as provided below: Use Floor area/ On-site parking Required Proposed # Of units requirement on-site on-site Parking pazking s aces s aces Commercial Neighborhood Retail: 1/300 30 Retail: 8,976 sq. ft. sq. ft Restaurant: Restaurant: 55 5,500 s . ft. 1/100 S , to z ~=5 Residential 55 units 2 spaces per 110 unit(covered0 0.5 spaces per 28 unit ( uest) S btotai: 8 Total: 223 Shared azkin On-street arkin Bancor Properties -San ~on Village Plaza • PA02-063 July 17, 2003 Page 4 1. In order [o provide a clear picture of how parking will be provided and distributed throughout the site to meet code, please provide a separate Parking Plan Exhibit as part of the plan set. This exhibit shall be at a minimum 10" scale and shall show the location of proposed pazking, including pazking dimensions and back-up dimensions. You may use a typical pazking detail on this exhibit in lieu of labeling all spaces; however, all details must by dimensioned and must show the different types of spaces (i.e.. angle, 90 degree, parallel, etc.). This exhibit shall include illustrate how parking addresses minimum distance requirement from each unit to guest pazking and shared-pazking spaces, if applicable. Also include access and circulation route from units and commercial areas to parking areas. l,andsca8e Plan (Sheet 61: 1. The details sheet shall include proposed typical screening for above grade utility structures such as PG&E transformers. While the final location may not be known at this time, the project should anticipate how these features would be screened particularly along the public rights-of-way and along key project entrances. 2. Please also refer to enclosed comments by Paul Niemuth, Contract City Landscape Architect dated June 13, 2003. Elevations: 1. Provide dimensions on all elevations, including the commercial building elevations. Additionally, see comments below from the City's Design Review Consultant. Floor Plans: 1. Provide dimensions for all areas of each floor plan (i.e. porches, exterior stairwells, balconies, etc.) 2. Include interior and door open dimensions of garages. Garages must meet minimum interior space dimensions (20 ft. wall to wall) and doors must be a minimum of 16 ft. wide. This is a new development where there are no special circumstances to justify any deviation from standard requirements and therefore shall be designed to conform accordingly. 3. Please note that the 3" floor of the 4BD unit is mislabeled as it shows two Bedroom #3's. Please correct accordingly. In addition, please refer to comments the Building Official dated June 17, 2003 and from the Design Review Consultant dated. Bancor Properties -San ~on Village Plaza • PA02-063 July 17, 2003 Page 5 Tree Disposition Plan: 1. The Tree Disposition Plan needs to include the size of trees (trunk diameter) to be removed from the site. Please revise accordingly. Inclasionarv HousinE Requirement: 1. Remove language in the written statement that provides the construction of affordable units off-site as an alternative to the incorporation of affordable units within the project. It is the policy of the City to incorporate affordable housing within each project so that these units aze a part of a diverse neighborhood and thus "avoid economic segregation by city sector". 2. Please identify proposed location and unit type for the BMR units on the site. Written Statement• 1, Please note that any changes in the site plan should be coordinated with the written statement and the written statement shall be revised accordingly. Environmental: 1. Please provide a copy of the "No Further Action" letter from the San Francisco Regional Water Quality Control Board, Tonics Cleanup Division you refer to in your re-submittal letter. Additionally, provide a letter from your Environmental Consultant confirming the statement in your letter that this site has been determined to be suitable site for residential development. 2. The Phase I Assessment indicates the there is potential for asbestos in the dry cleaners building. Please note that tests will need to be performed prior to demolition of buildings to determine appropriate remediation measures, if appropriate. Additional PRC Comments: Building Official: See Letter of Comments from Gregory Shreeve, Building Chief Official, dated July 17, 2003. Design Review: See Letter of Comments from David Babcock, City Design Review Consultant, dated June 30, 2003. Fire: See Letter of Comments from Scott McMillan, Deputy Fire Marshal, dated July2, 2003. Public Works: See Memorandum from Paul Kruger, Public Works Department, dated June 13, 2003. Bancor Properties - San~amon Village Plaza • PA02-063 July 17, 2003 Page 6 Police: See Memorandum from Rose Macias, Community Safety Assistant, dated July 9, 2003. Landscape Architect: See Memorandum from Paul Niemuth, Contract Landscape Architect, dated June 25, 2003. I am happy to schedule follow-up meetings with the different members of the PRC and your design team to discuss and/or clarify the comments provided in this letter, prior to re-submittal of documents. Please feel free to contact me to coordinate and schedule any such meetings. Once these comments have been addressed, please submit ten (10) sets of revised full- sized plans (folded, 9" x 11" maximum) and three copies of each written document with submittal of above information. Upon re-submittal, the information will be reviewed for completeness. Once it is considered complete, your application can be scheduled for review by the Planning Commission. I would be happy to meet with you to go over any questions or concerns you may have regarding this letter. Please contact me at (408) 297-8763 to discuss and/or schedule a meeting. Sincerely, ~~--~/~ eborah Un - cCormick Contract Planner Ccl Jeri Ram, Planning Manager PRC Distribution List Patricia Jeffery, Placemakers Morey Greenstein, Oliver Properties (property owner) Community Development Department Building and Safety Division MEMORANDUM DATE: July 17, 2003 TO: Deborah Ungo-McCormick, Contract Planner FROM: Gregory Shreeve 5r., Building Official SUBJECT: PA#02-063 - 2°d review Deborah, I have review the provide drawings and find them to be incomplete for an SDR review. Please ask applicant to address the following. 1. Provide a clean site plan with the following information clearly shown. Real and Assumed property lines for each building. Show all exterior stairs, doors, windows, and all openings in relationship to the real or assumed property lines. The written statement shows these items with in the 5 feet required setbacks for no openings allowed, see UBC. Clearly dimension all drawings and setbacks. The revised site plan, (sheet 4), now appears to show the property line against the commercial building. The commercial building appears to have a canopy over the property line and openings with in 5 feet of the property line. This does not comply with the current building code. Revise drawing to move the property line a minimum ofl0 feet from the commercial building. Canopy shall be of rated construction per the building code. This item mast be corrected prior to the Building Division recommending this go to the Planning Commission. 2. Provide information of the existing commercial wall that will be left on the proposed property line. I.E. what is the construction type, and fire resistance of this wa117 The commercial building appears to have a canopy over the property line and openings with in S feet of the property line. This does not comply with the current building code. Revise drawing to move the property line a minimum of 10 feet from the commercial building. Canopy shall be of rated construction per the building code. This item must be corrected prior to the Building Division recommending this go to the Planning Commission 3. Provide proposed type of construction, with a table showing each building size, proposed and allowable square footage, proposed and allowable height requirements and any fire sprinkler requirements etc. This item must be corrected prior to the Building Division recommending this go to the Planning Commission complied with. Construction plans ~ not be accepted without the annotate solutions attached to each set of plans. Applicant/Developer will be responsible for obtaining the approvals of all participation non-City agencies prior to the issuance of building permits. (Issuance of Building Permits) Construction Drawings Construction plans shall be fully dimensioned (including building elevations) accurately drawn (depicting all existing and proposed conditions on site), and prepazed and signed by a California licensed Architect or Engineer. All structural calculations shall be prepared and signed by a California licensed Architect or Engineer. The site plan, landscape plan and details shall be consistent with each other. (Prior to issuance of building pernuts) Air Conditioning Units Air conditioning units and ventilation ducts shall be screened from public view with materials compatible to the main building and shall not be roof mounted. Units shall be permanently installed on concrete pads or other non-movable materials to approved by the Building Official and Director of Community Development. Air conditioning units shall be located such that each dwelling unit has one side yard with an unobstructed width of not less then 36 inches. Air conditioning units shall be located in accordance with the PD text. (Occupancy of Unit). Temporary Fencing. Temporary Construction fencing.shall be installed along perimeter of all work under construction. (Through Completion) Addressing. Provide site plan with City of Dublin's address grid overlaid of the plans. Highlight all exterior door openings on plans (front, rear, garage, ect) Provide proposal for display of addresses. Address will be required on front of building and rear for dwellings for the any unit with openings onto a street or drive aisle. Town homes will require address ranges be posted on street side of building. Address signage shall be provided as per the Dublin Residential Security Code. (Prior to permitting) APPLICATION SPECIFIC Addressing. An approved apartment unit-numbering plan shall bG incorporated into the construction drawings. Signage for each apartment unit and hallway signage shall be approved as part of the Master Sign Program. Exterior address numbers shall be backlight and be posted in such a way that they may be seen from the street. (Prior to permit issuance, and through completion) Storage Area Storage Area shall be provide with 1 hour construction per the Uniform Building Code. These azeas shall be provided with Type "X" 5/8 Gypsum Boazd. Permits for Accessory items. City of Dublin Building Permits shall be obtained prior to installation of all accessory buildings, signage, and play structures, etcetera. Access to the Play Structwe shall meet the disabled accessible requirements. All electrical, and plumbing to exterior lights and fountains shall have Building Division permits. The above conditions may be adjusted after the next submittal. If you have any questions please do not hesitate to call me. 4. The 3-bedroom units show rase for the Fire Place vent. Please si~ on plans or specify on plans proposed method of venting the Fire Place. The proposed vent location appears to go through the master bathroom door, the Alternate location appears to vent through the bathtub. This is an informational item only and may be addressed during permit application process. 5. Water Heater location shows a vent in garage but does not show how this will be vented to the exterior of the building. Appears the vent is terminating in the under floor area, note this is note permitted. Water Heaters still appear to be venting through doorways. 2-bedroom unit does not appear to have a Water Heater. 77eis is an informadonal item only and may be addressed during permit application process. 6. Please submit a site plan with an overlay of the City of Dublin's Address Grid, show all front entry doors. Show all proposed streets. Are you proposing any kind of addressing scheme? Please note that they will be a condition of the Conditions of Approval for this submittal with a 1 to 30 scale for addressing and a 1 to 400 prior to approval or release of the project addresses. A proposal was submitted for addressing of the units. This cannot be review without the address grid overlay requested above. This is an informational item only and wiU become a condition ojapprovaL STANDARD CONDITIONS OF APPROVAL Building Codes and Ordinances All project construction shall conform to all building codes and ordinances in effect at the time of building permit. (Through Completion) Retaining Walls All retaining walls over 30 inches in height and in a walkway shall be provided with guardrails. All retaining walls over 24 inches with a surcharge or 36 inches without a surcharge shall obtain permits and inspections from the Building Division. (Through Completion) Phased Occupancy Plan If occupancy is requested to occur in phases, then all physical improvements within each phase shall be required to be completed prior to occupancy of any buildings within that phase except for items specifically excluded in an approved Phased Occupancy Plan, or minor handwork items, approved by the Department of Community Development. The Phased Occupancy Plan shall be submitted to the Director of Community Development and Public Works for review and approval a minimum of 45 days prior to the request for occupancy of any building covered by said Phased Occupancy Plan. Any phasing shall provide for adequate vehicular access to all parcels in each phase, and shall substantially conform to the intent and purpose of the subdivision approval. No individual building shall be occupied until the adjoining azea is finished, safe, accessible, and provided with all reasonable expected services and amenities, and separated form remaining additional construction activity. Subject to approval of the Director of Community Development, the completion of landscaping may be deferred due to inclement weather with the posting of a bond fro the value of the deferred landscaping and associated improvements. (Prior to Occupancy of any affected building) Building Permits To apply for building permits, Applicant/Developer shall submit eight (8) sets of construction plans to the Building Division for plan check. Each set of plans shall have attached an annotated copy of these Conditions of Approval. The notations shall cleazly indicate how all Conditions of Approval will or have been C~_CK 6SOCIATSS PLANNING June 30, 2003 Deborah Ungo-McCormick Urban Planner City of Dublin 100 Civic Plaza Dublin, CA 94568 RE: San Ramon Village Plaza SW Comer of Alcosta and San Ramon Valley Blvd. Dublin, CA Deaz Deborah: I have reviewed the second submittal package for San Ramon Village Plaza PD Rezoning, Stage 1 and Stage 2 SDR, Tract 7437 dated May 27, 2003, as submitted by Bancor Properties LLC consisting of twenty three (23) sheets of drawings. The following aze my comments: Sheet 1 -Title Sheet-No Comments Sheet 2- PD Zoning Exhibit- No Comments Sheet 3 -Aerial Photo Site Plan- No Comments Sheet 4- Technical Site Plan- t. Parking in front of Building 8 near driveway is awkwazd. It is uncleaz if parallel parking in front of Building 8 is for the residential portion of the project. 2. What is the condition of the existing asphalt pazking lot at the retail center? Is it proposed to be replaced or patched? 3. Trash dumpster behind retail building appears to be too small to handle both retail and restaurant refuse and recycling. 4. Building 9 is too close to San Ramon Road. Southbound traffic looking directly at garage doors. 5. Provide dimensions for the compact stalls located next to the gas station. Stalls with reduced widths are problematic in retail centers. 6. The plan indicates a majority of 3 and 4 bedroom residential units in this development. This would imply larger families with several drivers in each family. Provide additional on-site parking for residence owners and guests so as not to have a negative impact on the retail center and the Galindo Drive Neighborhood. 7. Parking still seems problematic in front of Building 8 with residential parking in short supply and competing with the retail building parking. 3581 Mt Diablo Blvd., Suite 235, Lafayette, CA 94549 (925) 283-5070 Fax (925) 283823 Page 1 Sheet A-I-Retail Building Floor Plan 1. South side canopy overhangs the property line. 2. Window openings not allowed on south property line per code. Sheet A-2-Retail Building Elevations 1. What is the horizontal material at "Cellular" sign panel? 2. Stone finish and column guard up-light at column base is a nice touch. 3. Is there a trellis above "Nails"? Seems too high. 4. Metal trim at parapet cap is drawn as a cornice design. Describe what measures against "oil-canning" and splicing at the seams will be incorporated. 5. What is the element next to "Mountain Mikes Pizza"? Are banners proposed for this project? 6. Use of accent neon needs to be carefully studied especially next to residential units facing the retail building. Sheet A-3- Retail Building Elevations and Sections I. Right side elevation indicates neon lights. (Same comment as #6 above). 2. Wood and metal trim note pointing to a column on Right Side Elevation. The trellis detail shown on Sheet A-10 indicates all metal. Which is it? 3. What aze the decorative elements (lights?) on the Right Side Elevation? 4. Trash Enclosure should have a solid metal gate to protect from damage. 5. Section BB indicates existing walkway to be refmished. Landscape plans indicate sandblasting existing sidewalks. Do the existing sidewalks have multiple cracks? Sheet A-4-Residential Unit Plans 1. Window locations do not match the elevations on Sheet A-6 and A-7. 2. How does the fireplace flue pass thru the upper floor on the 3 bedroom unit? Sheet A-S-Residential Unit Sections and Typical Details 1. The "Typ. Awning Detail" shown on Sheet A-8 seems very different from the horizontal awning detail shown on Sheet A-10. What type of metal is proposed? 2. Provide sample of perforated metal awning material. Sheet A-6- Residential Building Elevations, Buildings 4, 6 &8 1. Provide additional elevation information. 2. Provide additional description information. 3. Provide additional information regarding type, style and finish of garage doors. 4. What is the material used for the front entry stairs? 5. Propose a typical location for the townhouse address numbers? 6. Identify the material used for the meter doors. 7. Locate all the downspouts on the elevations. Identify proposed gutter and downspout material. 8. Are there different sizes and shapes to the attic vents? Sheet A-7- Residential Building Elevations, Buildings 1, 5, 9, 10 & 11 1. Are chimneys single or double wide? Elevations show both. 2. Window locations don't match the floor plans. 3. Same comments as above. Sheet A-8-Residential Building Elevations, Buildings 3 & 7 1. Same comments as above. Sheet A-9- Residential Building Elevations, Building 2 1. Same comments as above Sheet A-10- Material and Color Board 1. Guardrail details look good. 2. Provide additional dimensional information of all foam trim details including height dimensions (2x). . Sheet L-1-Preliminary Landscape Plan 1. Show ADA path of travel to public streets. 2. Building 8 is labeled twice on the plan (2x). 3. The end unit of Building 9 is highly visible from southbound San Ramon Road. The applicant should consider elimination of end unit in this area and add additional landscape screening material. Sheet L-2- Preliminary Landscape Details 1. Clarify the location of the 3' or 5' metal picket fence on the plan. What is the proposed color of the fence material? 2. Has there been any firrther discussion as to where the transformers and other above ground utility equipment might be located? Sheet L-3- Tree Disposition Plan 1. Well done. Sheet L-4- Preliminary Landscape Details 1. Existing Entry Sign is in sad shape. Consider a new sign with design features expressive of the new development's azchitectural style. 2. Provide additional information and details of fountains and enhanced paving. Fountain photo looks ok but would like to see more description of the intended materials. Unclear what material is shown on the accent paving photo. Could be interlocking concrete pavers or stamped asphalt. (2x) 3. It is uncleaz why the overhead azbor occurs on alternating panels. A continuous azbor would provide better screening. Sheet L-S-Preliminary Lighting Plan- No comments. Sheet C-1-Vesting Tentative Map Site Plan- No Comments Sheet C-2- Vesting Tentative Map Preliminary Grading Plan 1. Use of concrete swales in the drive aisles is not desirable. 2. How is the storm drain line connected on the west side of Building 5? 3. How do the existing retail pazking lots drain (front and back)T 4. How is roof drainage handled behind the retail building? Sheet C-3- Vesting Tentative Map Preliminary Utilities Site Plan- t. Show typical domestic water meter locations and coordinate with landscape plans. 2. Show typical sewer vent location and coordinate with landscape plans. Sheet C-4 -Vesting Tentative Map Preliminary Erosion Control Plan- No Comments 3upnlemental Application Information Written Response Letter dated June 4, 2003- 1. Site Plan is Sheet 4 (not Sheet 3). 2. Setbacks should be at least 15 feet from San Ramon Road. This is not an urban site and the pictures of example projects are streets with considerably less traffic than San Ramon Road. 3. Pazking should include the minimum 28 required off street parking stalls (not including the two stalls located in each townhouse garage). 4. Floor Plans were not completely corrected. 5. Design Review comment regarding "agreement by all that the site is very restricted by the property constraints" is incorrect. The property constraints are fairly minimal and the discussions at our meeting pertained to how much building and parking is reasonable for this the site. Sunnlemental Application Information 1. Section I- Project Description should be corrected to 4.62 acres. 2. Section IIe- The gazage doors on Building 9 are highly visible from San Ramon Road. If you have any questions please feel free to call me at (925) 283-5070. Sincerely, DAVID BABCOCK & ASSOCIATES David E. Babcock Alameda County Fire Department City of Dublin Division Fire Prevention Bureau (925) 833-6606 July 2, 2003 To: Deborah Ungo-McCormick, Contract Planner City of Dublin RE: San Ramon Village Plaza PA 02-063 From: Scott Mc il~eputy Fire Mazshal I have reviewed the plans and have the following comments: OV The following comments are still outstanding and should be addressed prior to the Planning Commission Meeting: The access road from San Ramon Valley Road shall be a minimum of 20 ft wide. The radius for emergency vehicle turns shall be based on a 42 ft radius. Some of the turns do not meet that. The twenty ft E.V.A.s can be eliminated to provide the proper turn width. Provide a drawing at minimum 1 equals 20 scale showing the fire access routes. 2. Show the fire hydrant locations on the plans. Provide a letter from DSRSD stating what the available fire flow is. The property line near the commercial building shall be moved or the openings removed from the south wall of the building. The following comments should be noted by the analicant and will be reviewed during the Building Permit AAAlicatfon. 1. The project shall be in compliance with the Uniforn3 Building and Fire Codes as adopted by the City of Dublin. This includes installing sptinklers in all of the buildings. RF ~~~ o Fi~,Fo 8c... 2Z00~ 2. Knox boxes aze required at the entrance to the building and at any gates in the Fire Depat-hnent access roads. Police Services Department MEMORANDUM DATE: July 21, 2003 TO: Deborah Ungo-McCormick, Contract Planner via Captain Thuman and the DPS Chain of Command FROM: Rose Macias, Community Safety Assistant SUBJECT: San Ramon Village Plaza Project Description: The proposed project is on 3.15 acres at the northwest corner of Belling Street and San Ramon Road. The developer is proposing to raze approximately 34,000 square feet of the existing building and parking lot in order to construct 55 "walk-up" style townhouse units. The townhouses would be 3 and 4 bedroom homes. The remaining portion of the retail center would be remodeled. Comments: The resubmitted plans for this project have been reviewed and there are still some concerns from police services. Most of them relate to traffic flow, both pedestrian and vehicular, throughout the project. The overlapping of commercial and residential uses causes some conflicts in public versus private areas. The residential portion of the project indicates a "main street" that goes from Belling Street to the commercial azea. This is a private street that can provide ingress/egress from a public area, Belling Street, to a public use azea, the storefronts. Yet because it is a "private" street, the residents will have an expectation of having the right to restrict access. It must be made cleaz to the potential residents of this project that the "main street" is intended as a through street for the general public. If the intent is that the pazking along this street is for residents only, then it must be clearly marked as such. It is also important that the site design meet its requirement for pazking. This is important for both residents and visitors. CCR's for the project must also clearly outline how pazking violations on the private streets aze to be addressed. Likewise, pedestrian pathways through and around the residential area should be open and inviting. Landscaping and shrubbery should not encroach on pathways or provide secluded pockets that can invite unwanted activity. Once again, the delineation between private versus public azeas must be clearly understood by everyone. Internal pedestrian pathways intended for resident should clearly indicate that and advise non-residents that they aze trespassing. Another area of concern is the "open space" azea. This area is located at the southwest corner of the residential project and adjacent to San Ramon Road, a major traffic thoroughfare. This feature appeazs to be for recreational use by the residents of the project. If that is the case, then the azea needs to be posted indicating that. The plans also indicate a possible "tot ]ot" within this open space area. Care should be taken in designing the open space area to ensure that activity from this space does not spill over into the roadway or places anyone in harms way. There should be not gates opening on the sides adjacent to public street areas. Conditions Of Approval: • The applicant shall comply with all applicable City of Dublin Residential and Non Residential Security Requirements. . • Addressing and building numbers shall be visible from the approaches to the buildings. • All entrances to the commercial azea parking shall be posted with appropriate signs per Sec. 22658(a) of the California Vehicle Code, to assist in removing vehicles at the property owner's/manager's request. • CC&R's for the residential portion of the project will include posting of private street azeas in accordance with California Vehicle Code Section 22658, sections 1 and 2. Fire lanes will also be posted in accordance with California Vehicle Code Section 22500.1. Cleaz delineation of private versus public areas, and the issues arising from this, must be clearly defined and addressed. • "No Trespassing" signs shall be placed along pedestrian pathways, open space areas and the "tot lot" to indicate private use azeas. • The applicant shall submit a final lighting plan for approval by the Dublin Police. Lighting fixtures shall be of a vandal resistant type • The applicant shall keep the site clear of graffiti vandalism on a regular and continuous basis at all times. Graffiti resistant materials should be used. • The applicant shall work with the Dublin Police on an ongoing basis to establish an effective theft prevention and security program. • There shall be delineation between the residential and commercial. This can be accomplished with fixed or perceived barriers such as fences or landscaping. • Primary living azeas and windows of individual units should be focused for observation of common use areas; adjacent units, recreational azeas, and child play areas to provide for self-policing and a sense of community. • The perimeter of the site shall be fenced during construction, and security lighting and patrols shall be employed as necessary. CZTY OF DDSLZl~ Public Works MEMORANDUM DATE: June 13, 2003 T0: Debra Ungo-McCormick FROM: Paul Kruger SUBJECT: Review of Pre-Application Plans submitted June 4th PA# 02-063 Bancor Properties -San Ramon Vllage Plaza Following are the Public Works Department comments on the above submittal: Tentative Map Site Plan (Sheet C-1) 1. The General Notes should be modified as follows; • Notes 7 & 9 should be combined so that note 7 states the number of residential units and the square footage of the commercial usage. • Note 12 should be expanded to include a breakdown of the parking as shown on the enclosed annotated plans. • Note 17, Pac Bell is now SBC • Note 23, why does the applicant want this note? There could be a Tentative Map extension that would allow the construction to start later. • Notes 27 & 28 are design criteria that are not needed on the Tentative Map. • Note 32 should state that Lots 2 and 3 will be recorded for condominium purposes and that the Final Map may create additional lots for the private. streets and/or common areas if needed for the project CC&R s. • There needs to be a note that states where there is Public Utility Easements. 2. The "Roadway Access Easement" shown on the typical section for Main Street should be defined. 3. The existing power lines that cut across the southwest comer of the site should be shown on the Tentative Map and noted that they will be relocated and under grounded along the San Ramon Road frontage. 4. The existing internal property lines should be show on the Tentative Map not the Architect's site plan. 5. The acreage for each of the proposed lots should be shown. Bancor Properties • • San Ramon Village Plaza June 13, 2003 Page 2 of 3. 6. Many of the curb returns still are too small of a radius. A minimum 10 ft-radius should be used for all returns at the parking driveway aisles and private street intersections. We are also concern with the access in and out of the first two parking spaces in the westbound parking aisle from the main north-south driveway. The small "rounding" returns in the parking areas should be a consistent radius (2, 3 & 5 ft are used). Please show turning template to confirm fire truck access where needed since many of the 20-foot returns are not tangent. Generally a 20-foot radius is required along the Fire Departments access route. See the attached plans for the specific returns that are of a concern. 7. The full dimensions across the commercial parking lot needs to be shown. 8. The configuration of the two parking spaces facing San Ramon Road south of the entrance does not work. Please provide us with a detail blow-up of this entrance with signing & pavement markings for our review prior to final tentative map submittal. We are concern with the potential traffic conflicts with the two-way access to the shell station, the internal loop parking circulation and the backup areas of the spaces close to the entrance. 9. The parallel parking spaces along Main Street need to shift, as shown on the enclosed plans, so that the 20-ft returns are tangent to Main Street and the parking spaces are at least 20 feet from the intersection. 10. Provide a typical section for the driveway behind Mountain Mikes. A walkway connecting the rear parking to the front of the shops will be required. Clarify the width of this driveway, both 20' and 22' are shown on the plans 11. The first parking space (next to the trash area) behind the shops has only 20 feet for backup where 24 feet are required. 12. The required 24-foot backup for the perpendicular parking along "B" Street still does not appear to be provided. The dimensions for these spaces, the sidewalk width and the backup area need to be clearly shown on the plan. What is the 27-foot dimension shown on the plans? You cannot include the 2.5 ft driveway as part of the backup area. I believe "B" Street will need to be 24 feet wide. 13. The dimension on "G" Court should show the width of the street. It is not clear where the 25'-dimension applies. The landscape islands in the driveways of Building 9 should be shorter to provide the 24-foot backup from Building 9. 14. The walkway from Building 9 would be more useful to connect to Bellina Street not San Ramon Road as shown on the site plan since the guest parking for these units is on Bellina Street. We also do not want to encourage stopping on San Ramon for drop-off or pick-up. 15. The street parking on Bellina Street needs to be shifted about 15-20 feet further away from San Ramon Road to provide a right turn "lane" at the intersection. 16. The preferred location for the bus stop is closer to Bellina Street. Tentative Map Preliminary Grading Plan (Sheet C-2) 17. The grading plan would read clearer if only the storm drain inlets were shown. The storm drain lines are shown on the Preliminary Utility Plan and therefore are not needed on the grading plan. 18. Show the Finish Floor elevations for the commercial building., Banwr Properties • San Ramon Village Plaza June 13, 2003 Page 3 of 3 19. Provide typical sections along San Ramon Road frontage that show how the grade differences will be accommodated. Note that a 4-foot wide walkway will need to be provided around the bus stop shelter /slab. 20. Note on the plans what the minimum and maximum driveway slopes will be. Tentative Map Preliminary Utility Plan (Sheet C-3) 21. Connect the storm drain line in "B" Street to the "C" Court line. 22. Show the size of the existing storm drain ouffall. 23. Show location of existing fire hydrants, water meters and services. Show new fire hydrants at location shown on the enclosed plans. 24. Show existing sanitary sewer manholes and tie to existing line in Alcosta Boulevard. 25. Provide typical location of water meters and sanitary sewer cleanouts for the residential units. Tentative Map Preliminary Erosion Control Plan (Sheet Cam) 26. Erosion control notes need to be added to the plan. 27. Use wattles in place of silt fence. 28. If you wish the Preliminary Erosion Control Plan on Sheet C-4 could be just notes and typical details added to the Preliminary Grading Plan on Sheet C-2. Sheet C-4 would then not be needed. Enclosures: g:ldevelop~bancor-sanramonvillegeplaza~memo 2nd review june 72.doc Pau Niemuth & Associa~s Landscape Architects ^ Planners •LLA 2335 Memorandum To: Deborah Ungo-McCormick, Contract Planner City of Dublin Cc: File From: Paul Niemuth, LLA #2335 Date: June 25, 2003 Re: San Ramon Village Plaza We offer the following comments for your consideration. 1. The plans aze prepazed at a scale of 1" = 30'. Considering that this a very dense development more detailed plans should be prepazed at a scale of 1" = 10' so that the relationship of the landscape to other elements on the site can be cleazly represented. 2. The location and coordination of utilities such as: water lines, water meters, sewer lines drain lines and drainage structures all affect the design of the landscape. Because these items have not been addressed, the applicant should understand that the landscape plan as submitted is a conceptual plan and will take further refinement to be considered a preliminary plan. 3. Planting at the garages may be deleted as a result of conflicts with utilities. We recommend therefore that special paving be added to these areas to enrich this otherwise forgotten alley. 4. Pollarded plane trees are a poor choice for the Main Street as they require yearly pruning and are unattractive throughout the winter. Select a narrow tree such as the Chanticleer peaz for this azea. 5. Agate and entrance element should be added to the north access from the residential to the commercial so that people do not take the backdoor through the residential drive to get to the commercial area. 6. Provide dense 3' high landscape buffer between the tot lot and San Ramon Valley Boulevazd and increase the height of the railing to 42" from 30" as proposed. 7. The magnolias, loquats and azbutus trees selected to be planted adjacent to the units aze all dazk, evergreen, dense, low headed, and shrubby trees; we recommend replacing these trees with deciduous, tall, narrow trees that would be delicate and/or more open to allow light to penetrate the canopy. 8. The cork oaks in addition to being dark evergreen trees have the nasty habit of dropping their spiny leaves in mid-summer. These should also be replaced with a deciduous tree such as Red Sunset Maple. 2910 Camino Diablo, Suite 100 Q Walnut Creek, CA 94597 • May 14, 2003 9. Screen the electrical meter and panels from view on all units that can be seen from roadway or sidewalk. 10. The "Preliminary" Landscape Plan is too vague to provide a complete review, the following comments should be addressed in a future submittal: a Coordinate the location of trees with street lights and other utilities per the following guidelines: Trees planted adjacent to streets and sidewalks shall meet the following minimum setback/cleazance guidelines: 1. 7' from fire hydrants, storm drains, sanitary sewers and/or gas lines. 2. 5' from top of wing of driveways, mailboxes, water, telephone and/or electrical mains. 3. 5' from utility boxes 4. 15' from stop signs, street or curb sign returns. 5. 15' from either side of street lights. Install: 24" Deep Root Barrier at each tree that is closer than 5' from existing or future curb, sidewalk or wall. Length of barrier shall be 12' and shall be centered on tree trunk. Include standazd detail on plans. b. Cleazly illustrate compliance with the above guidelines by locating and identifying the above mentioned items on the landscape plan. c. Identify trees by proposed function i.e. shade trees, street edge trees, accent trees. d. Provide a fencing plan that cleazly illustrates the location and design of the proposed fences, walls and railings for the project. 11. We have prepazed a design for the new entry drive from San Ramon Valley Boulevazd and the pazking adjacent to 7 and 8 and will review this with you at the PRC meeting. n ~lise•~ ~.dl/~NIT t~ lJ ~I MEMORANDUM DATE: July 11, 2003 T0: Jeri Ram, Dublin Planning Manager FROM: Deborah Ungo-McCormick, Contract Planner RE: Status of projects - Bancor - Acosta (San Ramon Village) , As requested, the following is a status report of the $ancor - Alcosta (San Ramon Village) project application: Project application is for PD Rezoning, Stages 1 and 2, SDR and Vesting Tentative Map Bancor submitted first re-submittal on June 4, 2003 (in response to 1" letter of incompleteness}. The application now includes exterior rehab of the existing commercial (to be retained} as part of the overall PD Rezoning for the project. The following is a brief current project description: The project is proposed as a neighborhood (urban) village with a mix of residentiallcommercial. The current project includes retaining and rem~vating the mixed commercial building. in the northern portion of the site, demolishing-1Jte old furniture store building and conswcting SS townhouse units in the southern-half of-the site (most contain 3 and 4 bedrooms). The project includes a "main" internal drive that provides connection between land uses and serves as the project's main circulation route Parkin :Parking for the commercial uses is primarily in surface parking located in front. and behind [he existing commercial building. The townhouse units each contain 2-caz garages, and guest parking is proposed in surface pazking. Minimum overall required parking, are being met on-site. l-Iowever, the applicant is proposing that be be allowed to use on-street parking on Bellina Street (within public right-of-way) to meet minimum 150 feet distance requirements for guest parking for some of the units fronting on Bellina St Recreational uses: The project includes a small tot lot at the comer of San Ramon Road and Bel]ina Street. A,ualication status• A PRC meeting for the project re-submittal was held on June 26, 2003. Following up meetings have occurred with the applicant and design team and Public Works, Building and Landscaping city staff to review and clarify project features and requirements (many of the comments in the first letter were no[ addressed in the re-submittal). The PRC identified both "global" policy issues and technical project issues, as follows: • Global Policy issues, where direction is requested: Parking requirements: This is not an area with easy and substantial public transit access, thus, mosE residents will rely heavily on vehicular access. In addition, most units. include 3 and 4 bedrooms~ Therefore, while the project is providing minimum required parking spaces, the PRC is ~.. concerned that it will not be sufficient to meet actual needs. 1(s this an acceptable condition? PRC feels project should lose a couple of units and provide more on-site P~~g• On-street parking: The applicant is proposing to use-on-street parking on-Bellina to meet the guest parking distance requirement for units facing BetTina While the neighborhood to the south of the site does not have direct access on Belling (and therefore will most likely not use for on-street parking), is it acceptable to use for this project to meet parking requirements? Recreation features: The project includes a small tot lot in southwest corner of lot adjacent to Belllina and San Ramon Road. PRC requested that the applicant consider moving tot lot to a more centralized area of the project for security reasons and to make if more aproject-serving amenity (and possihly add more recreational amenities as part). Project plans continue to show at same location. Applicant indicating that it is intended to serve not only as project residents but also adjacent neighborhood and enhance comer.. Is this an acceptable solution? Also, the project includes minimal open space (some in front area "plaza' features) and no recreational amenities for older children and adults. The nearest pazk is approximateey 1 mile from the site. Is this an acceptable situation for future residents or should the project itself require more on-site recreation? BMR units:. The applicant is requesting flexibility in the requirement for BMR units (approximately 5 units) so that he may potential provide them off-site (at the Pac-N- Save) site. Staff has indicated that it will not support this request. Further, if BMR units were to be allowed of-site, the subject project would not be allowed to be occupied until such units were constructed on the Pac-N-Save site. Is this still the policy on BMR unit construction? Design issues The PRC identified several technical siting issues with this current site layout: • Circulation and access: the draft traffic study has identified concerns with proposed entry and on-site circulation for the commercial parcel. The applicant is working with PW to address this issue • Fire: inadequate radius issues, emergency vehicles routes.. The applicant is working with Fire to address these issues.: • Policing: concern with Main Street being uses as main access to both project and potential for being uses drive-through by residents to south of project. Concern with conflicts between patrons and residents where shared parking is proposed along Main Street. Need to include security fencing around tot lot area. • Buildine: Need more information (floor area table, dimensions on plans) to complete review; addressing issues • Landscaping/design: site laLout: Currently, not providing sufficient space to accommodate appropriate landscaping; should look at revised layout to increase F+ • • usable open space areas and provide details on how azeas are to be treated. Need to enhance landscape area along San Ramon Road. • Design issues: project proposes 5 foot minimum setbacks on Bellina .and San Ramon Road (walk up stairs). Concern with visual impacts and how areas aze to be treated. Next step: A second letter of incompleteness wilt be mailed to the applicant the week of July 14`x. It is anticipated that additional meeting will follow prior to discuss other design issues before the applicant resubmits project plans. submittal. Police Services Department MEMORANDUM RFf`.FIVFR JLII. i r 2003 DATE: July 7, 2003 TO: Deborah Ungo-McCormick, Contract Planner is Captain an and the DPS Chain of Command ~f ~ 0 3 ~e~.tut~ ~~ FROM: Rose Macias, Community Safety Assistant SUBJECT: San Ramon Village Plaza Project Description: The proposed project is on 3.15 acres at the northwest corner of Bellina Street and San Ramon Road. The developer is proposing to raze approximately 34,000 square feet of the existing building and parking lot in order to construct 55 "walk-up" style townhouse units. The townhouses would be 3 and 4 bedroom homes. The remaining portion of the retail center would be remodeled. Comments: The resubmitted plans for this project have been reviewed and there are still some concerns from police services. Most of them relate to traffic flow, both pedestrian and vehicular, throughout the project. The overlapping of commercial and residential uses causes some conflicts in public versus private areas. The residential portion of the project indicates a "main street" that goes from Bellina Street to the commercial area. This is a private street that can provide ingress/egress from a public area, Bellina Street, to a public use area, the storefronts. Yet because it is a "private" street, the residents will have an expectation of having the right to restrict access. It must be made cleaz to the potential residents of this project that the "main street" is intended as a through street for the general public. If the intent is that the parking along this street is for residents only, then it must be clearly mazked as such. It is also important that the site design meet its requirement for parking. This is important for both residents and visitors. CCR's for the project must also clearly outline how parking violations on the private streets are to be addressed. Likewise, pedestrian pathways through and around the residential azea should be open and inviting. Landscaping and shrubbery should not encroach on pathways or provide secluded pockets that can invite unwanted activity. Once again, the delineation between private versus public areas must be clearly understood by everyone. Internal pedestrian pathways intended for resident should clearly indicate that and advise non-residents that they are trespassing. Another area of concern is the "open space" area. This area is located at the southwest corner of the residential project and adjacent to San Ramon Road, a major traffic thoroughfare. This feature appears to be for recreational use by the residents of the project. If that is the case, then the area needs to be posted indicating that. The plans also indicate a possible "tot lot" within this open space area. Caze should be taken in designing the open space area to ensure that activity from this space does not spill over into the roadway or places anyone in harms way. There should be not gates opening on the sides adjacent to public street areas. Conditions Of Approval: • The applicant shaii comply with ail applicable City of"Dublin Residential and ivon Residential Security Requirements. • Addressing and building numbers shaii be visible from the approaches to the buildings. • All entrances to the commercial area parking shall be posted with appropriate signs per Sec. 22658(aj ofthe California Vehicle Code, to assist in removing vehicles at the property owner's/manager's request. • CC&R's for the residential portion of the project will include posting of private street azeas in acwrdance with California Vehicle Code Section 22658, sections 1 and 2. Fire lanes will also be posted in accordance with California Vehicle Code Section 22500.E Clear delineation of private versus public azeas, and the issues arising from this, must be clearly defined and addressed. • "No Trespassing" signs shaii be placed along pedestrian pathways, open space azeas and the Mot lot" to indicate private use azeas. • The applicant shall submit a final lighting plan for approval by the Dublin Police. Lighting fixtures shall be of a vandal resistant type • The applicant shall keep the site clear of graffiti vandalism on a regular and continuous basis at all times. Graffiti resistant materials should be used. • The applicant shall work with the Dublin Police on an ongoing basis to establish an effective theft prevention and security program. • There shall be delineation between the residential and commercial. This can be accomplished with fixed or perceived barriers such as fences or landscaping. • Primary living areas and windows of individual units should be focused for observation of common use areas; adjacent units, recreational areas, and child play areas to provide for self-policing and a sense of community. • The perimeter of the site shall be fenced during construction, and security lighting and patrols shall be employed as necessary. Pau~Niemuth & Associa~ Loatdscope Architects ^ Plm'tners • LLA 2335 Memorandum To: Deborah Ungo-McCormick, Contract Planner City of Dublin Cc: File From: Paul Niemuth, LLA #2335 Date: June 25, 2003 ~ .. Re: San Ramon Village Plaza We offer the following comments for yow consideration. 1. The plans aze prepared at a scale of 1" = 30'. Considering that this a very dense development more detailed plans should be prepazed at a scale of 1" = 10' so that the relationship of the landscape to other elements on the site can be cleazly represented. 2. The location and coordination of utilities such as: water lines, water meters, sewer lines drain lines and drainage structwes all affect the design of the landscape. Because these items have not been addressed, the applicant should understand that the landscape plan as submitted is a conceptual plan and will take further refinement to be considered a preliminary plan. 3. Planting of the garages may be deleted as a result of conflicts with utilities. We recommend therefore that. special paving be added to these areas to enrich this otherwise forgotten alley. 4. Pollarded plane trees are a poor choice for the Main Street as they require yearly pnming and aze unattractive tluoughout the winter. Select a narrow tree such as the Chanticleer pear for this azea. 5. Agate and entrance element should be added to the north access from the residential to the commercial so that people do not take the backdoor through the residential drive to get to the commercial azea. 6. Provide dense 3' high landscape buffer between the tot lot and San Ramon Valley Boulevard and increase the height of the railing to 42" from 30" as proposed. 7. The magnolias, loquats and arbutus trees selected to be planted adjacent to the units aze all dazk, evergreen, dense, low headed, and shrubby trees; we recommend replacing these trees with deciduous, tall, narrow trees that would be delicate and/or more open to allow light to penetrate the canopy. 8. The cork oaks in addition to being dark evergreen trees have the nasty habit of dropping their spiny leaves inmid-summer. These should also be replaced with a deciduous tree such as Red Sunset Maple. 2910 Camino Diablo, Suite 100 ~ Walnut Creek, CA 94597 • May 14, 2003 9. Screen the electrical meter and panels from view on all units that can be seen from roadway or sidewalk. 10. The "Preliminary" Landscape Plan is too vague to provide a complete review, the following comments should be addressed in a future submittal: a. Coordinate the location of trees with street lights and other utilities per the following guidelines: Trees planted adjacent to streets and sidewalks shall meet the following minimum setback/clearance guidelines: 1. T from fire hydrants, storm drains, sanitary sewers and/or gas lines. 2. 5' from top of wing of driveways, mailboxes, water, telephone and/or electrical mains. 3. 5' from utility boxes 4. 15' from stop signs, street or curb sign returns. 5. 15' from either side of street lights. Install: 24" Deep Root Barrier at each tree that is closer than 5' from existing or future curb, sidewalk or wall. Length of barrier shall be 12' and shall be centered on tree trunk. Include standazd detail on plans. b. Cleazly illustrate compliance with the above guidelines by locating and identifying the above mentioned items on the landscape plan. c. Identify trees by proposed function i.e. shade trees, street edge trees, accent trees. d. Provide a fencing plan that clearly iliustrates the location and design of the proposed fences, walls and railings for the project. 11. We have prepazed a design for the new entry drive from San Ramon Valley Boulevazd and the pazking adjacent to 7 and 8 and will review this with you at the PRC meeting. ~~~ IZEV (~ ~~ ~ ~Y ~(isE~~ ~,aci/r-~lr- !~ ~'I ~-~ ~.~~c - ~~ ~~ n~ ~~~ ~~-~. ~~~~~-~~ ~/ ~~~~ ~ ~~~~ (SSU-C' J~oa ~~UIS -.~~~~~ :~ CITY OF DUBLIN ~, Public Works Department City Offices, 100 Civic Plaza, Dublin California 94568 MEMORANDUM DATE: June 13, 2003 T0: Debra Ungo-McCormick FROM: Paul Kruger SUBJECT: Review of Pre-Application Plans submitted June 4th PA# 02-063 Bancor Properties -San Ramon Village Plaza Following are the Public Works Department comments on the above submittal: Tentative Map Site Plan (Sheet C-1) 1. The General Notes should be modified as follows; • Notes 7 & 9 should be combined so that note 7 states the number of residential units and the square footage of the commercial usage. • Note 12 should be expanded to include a breakdown of the parking as shown on the enclosed annotated plans. • Note 17, Pac Bell is now SBC • Note 23, why does the applicant want this note? There could be a Tentative Map extension that would allow the construction to start later. • Notes 27 & 28 are design criteria that are not needed on the Tentative Map. Note 32 should state that Lots 2 and 3 will be recorded for condominium purposes and that the Final Map may create additional lots for the private streets and/or common areas if needed for the project CC&R s. • There needs to be a note that states where there is Public Utility Easements. 2. The "Roadway Access Easement" shown on the typical section for Main Street should be defined. 3. The existing power lines that cut across the southwest corner of the site should be shown on the Tentative Map and noted that they will be relocated and under grounded along the San Ramon Road frontage. 4. The existing internal property lines should be show on the Tentative Map not the Architect's site plan. 5. The acreage for each of the proposed lots should be shown. Bancor Properties ~ . ~~ San Ramon Village Plaza June 13, 2003 Page 2 of 3 6. Many of the curb returns still are too small of a radius. A minimum 10 ft-radius should be used for all returns at the parking driveway aisles and private street intersections. We are also concern with the access in and out of the first two parking spaces in the westbound parking aisle from the main north-south driveway. The small "rounding" returns in the parking areas should be a consistent radius (2, 3 & 5 ft are used). Please show turning template to confirm fire truck access where needed since many of the 20-foot returns are not tangent. Generally a 20-foot radius is required along the Fire Departments access route. See the attached plans for the specific returns that are of a concern. 7. The full dimensions across the commercial parking lot needs to be shown. 8. The configuration of the two parking spaces facing San Ramon Road south of the entrance does not work. Please provide us with a detail blow-up of this entrance with signing & pavement markings for our review prior to final tentative map submittal. We are concern with the potential traffic conflicts with thetwo-way access to the shell station, the internal loop parking circulation and the backup areas of the spaces close to the entrance. 9. The parallel parking spaces along Main Street need to shift, as shown on the enclosed plans, so that the 20-ft returns are tangent to Main Street and the parking spaces are at least 20 feet from the intersection. 10. Provide a typical section for the driveway behind Mountain Mikes. A walkway connecting the rear parking to the front of the shops will be required. Clarify the width of this driveway, both 20' and 22' are shown on the plans 11. The first parking space (next to the trash area) behind the shops has only 20 feet for backup where 24 feet are required. 12.The required 24-foot backup for the perpendicular parking along "B" Street still does not appear to be provided. The dimensions for these spaces, the sidewalk width and the backup area need to be clearly shown on the plan. What is the 27-foot dimension shown on the plans? You cannot include the 2.5 ft driveway as part of the backup area. I believe "B" Street will need to be 24 feet wide. 13.The dimension on "G" Court should show the width of the street. It is not clear where the 25'-dimension applies. The landscape islands in the driveways of Building 9 should be shorter to provide the 24-foot backup from Building 9. 14.The walkway from Building 9 would be more useful to connect to Bellina Street not San Ramon Road as shown on the site plan since the guest parking for these units is on Bellina Street. We also do not want to encourage stopping on San Ramon for drop-off or pick-up. 15.The street parking on Bellina Street needs to be shifted about 15-20 feet further away from San Ramon Road to provide a right turn "lane" at the intersection. 16.The preferred location for the bus stop is closer to Bellina Street. Tentative Map Preliminary Grading Plan (Sheet C-2) 17.The grading plan would read clearer if only the storm drain inlets were shown. The storm drain lines are shown on the Preliminary Utility Plan and therefore are not needed on the grading plan. 18. Show the Finish Floor elevations for the commercial building. Bancor Properties ~ • San Ramon Village Plaza June 13, 2003 Page 3 of 3 19. Provide typical sections along San Ramon Road frontage that show how the grade differences will be accommodated. Note that a 4-foot wide walkway will need to be provided around the bus stop shelter /slab. 20. Note on the plans what the minimum and maximum driveway slopes will be. Tentative Map Preliminary Utility Plan (Sheet C-3) 21. Connect the storm drain line in "B" Street to the "C" Court line. 22. Show the size of the existing storm drain ouffall. 23. Show location of existing fire hydrants, water meters and services. Show new fire hydrants at location shown on the enclosed plans. 24. Show existing sanitary sewer manholes and tie to existing line in Alcosta Boulevard. 25. Provide typical location of water meters and sanitary sewer cleanouts for the residential units. Tentative Map Preliminary Erosion Control Plan (Sheet C-4) 26. Erosion control notes need to be added to the plan. 27. Use wattles in place of silt fence. 28. If you wish the Preliminary Erosion Control Plan on Sheet C-4 could be just notes and typical details added to the Preliminary Grading Plan on Sheet C-2. Sheet C-4 would then not be needed. Enclosures: g:ldevelop~bancor-sanramonvillageplaza~memo 2nd reviewjune 12.doc ~ CITY OF DUBLIN 100 Civic Plaza, Dublin, California 94568 Website: http://www.ci.dublin.ca.us APPLICATION REFERRAL LETTER LPRCI Re-submittal #1 Date: June 9, 2003 Planning AppGca[ion #: PA#02-063 - Bancor Alcosta Site Project/Site Address: San Ramon Village Plaza - Alcosta & San Ramon Blvd. Assessor ParceL• 941-0164-001-04 &941-0164-003-03 T0: Gregory Shreeve> Building Official Michael Stella, Civil Engincer Scott McMillan, ACFD Rose Macias, Police Services David Babcock, Consulting Architect Paul Niemnth, Landscape Architect FROM: Deborah Ungo-McCormick, Comract Planner PROJECT DESCRIPTION: Attached for your review and corrnneut are revised plans as resubmiftal for an application for a General Plan Amendment, Planned Development Rezone, Site Development Permit and Tentative Map application for approximately 4.62 acres of land within the Dublin General Plan area There are four components to the project application that areas follows: 1. General Plan Amendment from RetaiUOffice to Medium-High Density Residential on 3.15 acres. 2. Platmed Development Rezone and Stage 2 Development Plan to establish pemritted, conditionally peratitted and accessory uses, development standards and any other information necessary for the review of the proposed project. 3. Site Development Permit to ensure that the propose project is consistent with development regulations and requirements of the PD/Stages 2 Developmatt Plan. 4. Vesting Tentative Map for subdivision of 4.62 acres into two lots. THE PROPOSED PROJECT PLANS ARE ATTACHED FOR YOUR REVIEW A Project Review Committee meeting bas been scheduled for Thursday, June 26, at 10:00 am. Please plan on attending that meeting. Written comments and conditions would be appreciated prior to or at that time. You may forward any issues to the Planning Department, Attn: Deborah Ungo-McComtick prior to the meeting or comact me @ (4Q8) 297-8763. `r For your convenience, if you will not be making any comments or sending any conditions of approval, please note such below and return this sheet back to me: ^ I do not have any Comments or Conditions of Approval to submit on this project Area Code (925) City Manager 833-6650 ~ara9l~derRar4~ea>~/~g~Yj Economic Development 833-6650 Finance 833-6640 Public Works/Engineering 833-6630 Parks 8 Community Services 833-6645 Police 833-6670 Planning/Code Enforcement 833-6610 Building Inspection 833-6620 Fire Prevention Bureau 833-6606 Printed on Recycled Paper CITY OF DUBLIN 100 Civic Plaza, Dublin, California 94568 Website: http://www.ci.dublin.ca.us APPLICATION REFERRAL LETTER IPRCI Re-submittal #1 Date: June 9, 2003 Planning Application #: PA#02-063 - Bancor Acosta Site ProjectlSite Address: San Ramon Village Playa -Acosta & San Ramon Blvd. Assessor Parcel: 941-0164-001-04 & 941-0164-003-03 TO: Gregory Shreeve, Building Official - Michael Stella, Civil Engineer Scott McMillan, ACFD Rose Macias, Police Services David Babcock, Consulting Architect Paul Niemuth, Landscape Architect FROM: Deborah Ungo•McCormick, Cotrtract Plamter PROJECT DESCRIPTION: Attached for your review and comment are revised plans as resubmittal for an application for a General Plan Amendment, Planned Development Rezone, Site Development Permit and Tentative Map application for apprnaomately 4.62 acres of land within the Dublin General Plan area. There are four components to the project application that are as follows: 1. General Plan Amendment from RetaiUOffice to Medium-High Density Residential on 3.15 acres. 2. Planned Development Rezone and Stage 2 Development Plan to establish pemritted, conditionally perautted and accessory uses, development standards and any other information necessary for the review of the proposed project. 3. Site Developme~ Permit to ensure that the propose project is consistent with development regulations and requiremems of the PD/Stages 2 Development Plan. 4. Vesting Tentative Map for subdivision of 4.62 acres into two lots. THE PROPOSED PROJECT PLANS ARE ATTACHED FOR YOUR REVIEW A Project Review Committee meeting bas been scheduled for Thursday, June 26, at 10:00 a.m. Please plan on attending that meeting. Written comments and conditions would be appreciated prior to or at that time. You may forward any issues to the Phuming Department, Attn: Deborah Ungo-McCormick prior to the meeting or conhact me @ (408) 297-8763.. For your convenience, if you will not be making any comments or sending any conditions of approval, please note such below and return this sheet back to me: ^ 1 do not have any Comments or Conditions of Approval to submit on this project Area Code (925) City Manager 833-6650 ~" ~rll~3~~~g~t~ Economic Development 833-6650 Finance 833-6640 Public Works/Engineering 833-6630 Parks 8 Community Services 833-6645 Police 833-6670 Planning/Code Enforcement 833-6610 Building Inspection 833-6620 Fire Prevention Bureau 833-6606 Printed on Recycled Paper r BANGOR PROPERTIES LLC June 4, 2003 Ms. Deborah Ungo-McCormick Contract Planner City of Dublin 100 Civic Plaza Dublin, CA 94568 Re: San Ramon Village Plaza 8909 San Ramon Boulevard PA# 02-063 (General Plan Amendment, PD, Tentative Map) Dear Ms. Ungo-McCormick: RECEIVED JUN 0 4 2003 DUBLIN PLANNING Bancor Properties appreciates the effort the City put into reviewing our initial submittal for the proposed project at San Ramon Village Plaza. We attempted to address all the comments during our design review meeting, in the revised plans or by providing additional information or reasoning in this letter or the submittal package. One major change to the plans was that we did relocate one home at the residentiaUretail interface to accommodate parking for the retail tenants and to provide a better view corridor for the end retail space. I believe this was a big improvement. We also added two-two bedroom units to narrow a building in the rear of the project and potential accommodate the low and very-low income units. The following list contains our responses to the comments provided in your March 21, 2003 letter: Comment: Cover Sheet (Sheet 11: The heading and Table of Contents were revised to reflect the additional sheets. PD Zoning District: A PD Zoning Exhibit was added to the plan set, which includes the commercial site into the main package. Site Plan (Sheet 3): The Technical Site Plan was revised to only include the information you requested. Comments re ag rding_project Design: 1 4 5 9 FIRST STREET L I V E R M O A E C A 9 4 5 5 0 F H (9 ? 5) 4 5 5- 1 0 7 2 FAX . (9 2 5) 4 5 5- 1 4 3 6 Ms. Ungo-McCormicks• 6/4/2003 Page 2 of 5 Setbacks: Obviously, the main purpose of requesting a PD Zoning District is to accommodate a unique project that does not fit the typical zoning guidelines. We are also working with an odd shaped infill property that is restricted by: the existing adjacent public streets, existing retail center, flood control channel, utility easements that bisect the property, existing grades and drainage patterns of the site. Because of these limitations, we are requesting special standards in order to create a viable and attractive project. This includes allowing the setbacks adjacent to Bellina Street be five (5) feet from the porch at the very comers of two buildings, and five (5) from the rear corner of one building at San Ramon Road, which is shielded by 15' of existing right of way landscaping. It is traditional that these types of walk-up style homes are close to the streets. This setback is consistent with the rest of the project, and it is similar to other projects with similar type walk-up style units in Dublin (picture attached). I think it is aesthetically pleasing to have people and living spaces near the public realm and not garage doors or sound walls. To my knowledge there is no minimum building setback from a public Right of Way in the building code (most downtowns have zero setbacks for example). I have included some photos of similar projects with similar setbacks. Parking: For the residential portion of the project, the plan now provides twenty-four (24) off-street parking spaces as well as seven public street parking spaces on Bellina Street for a total of 31 guest parking spaces or 0.57 guest parking spaces per unit. After discussing parking on Bellina Street with the City staff during our meeting, everyone thought it was reasonable for the project to utilize the public street parking due to the fact that the street was wide enough to accommodate the parking, the existing neighborhood to the south does not use the parking nor do they have any units facing the street, and the spaces are the most convenient for the residents who will be living in buildings 1, 9, 10 and 11 of our project. Also, the staff stated that street parking was counted as guest parking spaces on other projects in the City. The commercial site now has 83 parking spaces, which translates to approximately 5.7 spaces per 1000 square feet of commercial. This meets the City's parking requirements if you take each use on an individual bases, which is not common for shopping centers. The proposed parking exceeds industry standards for parking of commercial centers where the peak parking times for each individual use will vary throughout the day, i.e. a donut shop and a pizza parlor. According to the Urban Land Institute publication Parking Requirements for Shonaing Centers, for example, this project would require 5.14 spaces per 1000 SF (assuming 5500 SF of food service). Theoretically, we could have up to 8200 SF of food service according to the ULI. Landscape Plan (Sheet 61: All the comments are addressed in the revised plans except for the screening of above grade utility structures on an individual basis, instead Ms. Ungo-McCormicks• 6/4/2003 Page 3 of 5 we added a generic drawing to the plans. The utility design portion of the project will not begin until the construction drawing stage; therefore, the different structures will have to be addressed in the construction drawings on a case-by- case basis. Comments re ag rding open space and landscape plan: The current plan includes over 35% of landscape area at approximately 850 SF per unit (not including porches and balconies). The 250 SF was a placeholder until we actually counted the landscape area on the final layout. The tot lot is at a very visible location at the entrance into the project, which we think is a welcoming entry into the project. The tot lot is actually on Bellina Street, which is not a busy street. We have included metal picket fencing with hedge around the tot lot and lawn area to detract from kids wondering into the street. This is a very small residential project and the fact that the tot lot is not centered does not concern us. The furthest unit is only a few hundred feet away. Elevation: The retail elevations and plans have been included into the submittal package. Floor Plans: The floor plans were corrected. Inclusionary Housing Requirement: As stated previously, currently, Bancor intends to construct the required affordable units on site. I agree with the City, that most of the time, it may be desirable for the affordable units to be constructed on site, but, to my knowledge, it is not a stated policy in the City's Inclusionary Zoning Regulations. As previously requested, Bancor would like to reserve the option of constructing the affordable units at an off-site project allowed under 8.68.040.B of the Zoning Ordinance. Specifically, Bancor is currently processing amixed-use project in Dublin at the former Pak `n Save property where the required affordable housing will also be constructed on site. Because of the sites proximity to the BART station, several other modes of mass transit, the availability of jobs on site and within walking distance, this alternative site appears to be the ideal location for additional affordable housing. We are not creating an "economic segregation by city sector" with this proposal. Adding another six (6) or seven (7) units to the Pak `n Save site would only increase the percentage of affordable units from 12.5% to 15%. Written Statement: The Written Statement has been revised. Environmental: Bancor has deposited $50,000 with the City to cover the project expenses including the sound study. I believe we have a significant amount of that money -eft in the account. The previous owner of the property performed soil samples under the former dry cleaners and found minor concentrations of VOC's. The site currently poses no Ms. Ungo-McCormicks• • 6/4/2003 Page 4 of 5 risk to the current tenants and according to the previous property owner; the site received a "No Further Action" letter from the San Francisco Regional Water Quality Control Board, Toxics Cleanup Division. After several discussions with the previous owner's Environmental Consultant and our Environmental Consultant, we are comfortable that the site will be suitable for a residential development. Upon demolition of the building, we will perform a thorough investigation of the soil. If our investigation shows higher than allowable levels of lingering compounds from the dry cleaners, we will enter into a Voluntary Clean-up Agreement with the State and cleanup the site to residential remediation standards. The previous property owner has agreed to pay for the cleanup costs if required. Additional PRC Comments: Design Review: Our consultants have addressed a majority of the comments provided by Mr. Babcock. In general, many of the land plan issues raised in the letter were discussed in the meeting and it was agreed in that meeting that we were very restricted by the property constraints, and the overall design of the project is good. We relocated a unit across from the retail, which opened that space up and created an open area between the retail parking and the residential units. We have added more details where requested. Building and Safetv Division: The comments were addressed on the Technical Site Plan and on the architectural drawings. A draft of the address map is attached for preliminary review. Fire Deoartment: As discussed with Deputy Fire Marshal Laudani, we have provided the appropriate turning radius for fire truck access where required. Some of the buildings do not meet the 150' requirement, and as discussed with Ed, we will be providing additional hose connections at those locations. Open acceptance of our draft addressing plan, we will provide an addressing and signage plan with our building permit submittal, which will facilitate proper emergency response time. Public Works Department: Please see memo from our Civil Engineer Carlson, Barbee, Gibson. Wheels: We have included a concrete pad that will accommodate a future bus shelter per Wheels specifications as requested. Bancor Properties is excited about redeveloping this small struggling center into a high quality village project. Bancor is eager to begin the remodel of the remaining retail center, and begin the development and construction of the townhomes. We hope to have Ms. Ungo-McCormicks• • 6/4/2003 Page 5 of 5 our approvals before the end of the summer so we can begin the initial stages of the redevelopment before rainy season. Thank you for your consideration of our submittal, and please give me a call if you have any questions or require additional information. Sincerely, a-.,pLc Michael Banducci President Attachments: 10 Sets-Full, 10-Reduced Sized PD Package; 10 Sets-Full, 10-Reduced Sized General Plan Amendment; Revised Project Written Statement Memo from Carlson, Barbee Gibson (5/16/03) Pictures of Walk-up style projects Draft Address Exhibit cc: File e:\Bancor LLC\Projects\San Ramon Village PlazaWgencies\City\City of Dublin 6.04.03 MRY-16-2003 1651 • CHRLSGN.BHRBEE&GIBSON . ~ 19258668575 P.02i04~ Carlson,,. Barbee. 8t Gibson,. Inc. CMLt?tGar@9iS • suavEVORS • PLANNERS May 16; 2003 Job No.: 1114-00 MEMORANDUM TO: Mike Banducci - Bancor Properties FROM: Zolaikha Afzal -Carlson, Barbee & Gibson, Inc. RE: PA #02-063 San Ramon Village Plaza Plan Check Comments Enclosed are our responses to the plan check comment from Paul Kruger in the memo dated March 10, 2003. Our responses to the comments arc in the same order as the above referenced memo and arc as follows: 1. A second residential lot (Lot 3) was added to correspond to Phase 2. 2. "Vesting" Tentative Map noted on plan. See Ci-C4. 3. The proposed disposition of existing easements are noted. 4. The note for driveway is modified and note is added to quit claim a portion of the existing no access easement. 5. All proposed E.V.A.E. indicated on street sections. Roadway access easement shown only for Main Street. 6. The residential development is on two lots. See proposed lot diagram. 7. Location of existing utilities along San Ramon Road shown. Existing overhead utilities along project site. will be underground to Belling Street. 8. Note 32 modified. 9. Owner /recording information added. RECEIVED JUN 0 ~ 2003 P111 U•OONlemo-0Ot.dce DUBLIN PLANNING 2969 CAMWO RANION, SUITE 100 $AN RAMIGN, CA 9s593 (929) 969.03Q2 • FAX 1925) afi9.8579 W W W.C'9ANOG.(pNl ~~-02-dCo 3 t1RY-16-2003 1652 CRRLSON.BRRBEEBGIIjSQ~I ~ 19258668575 P.03i04 ~rlson, Barbee& Gibson;.lnc:. San Ramon Villa¢e Plsza May 16; 2003 Page 2 of 3 Job No.: 1.114-00 10. Existing internal property lines an: shown on technical site plan. See existing property diagram: 11. Site Plans have been combined and contain the requested information. Sec tentative map site plan. 12. Curb return radii are revised per taming template confirming fire truck access. 13. Parking dimensions. in the commercial parking lot revised per city standards. 14. "B" Street revised to be 22 feet wide. 15. The back-up area for "B" Street perpendicular pazking has been revised to meet the 24 foot requirement. The dimensions of parking spaces aze shown. 16. Ground floor building footprints are revised to shown building overhangs. Building overhangs dimensioned on architectural sheets and typical street sections on tltc tentative map. 17. Street section for Main Street revised. 18. Adequate space is provided for refuse collection vehicles. 19. Bellina Street entrance revised to a standard driveway. 20. Pazking on Bellina Street revised so that there is no parking around the bend and next to driveway. 21. All comments addressed on site plan. 22. Grading information is on a separate plan, sec C•2. 23. Location and pavement elevations of high points, grade breaks and low points shown on grading sheet,see C-2. 24. All intermediate low points have been minimized. Overland rcleasc is provided within the streets. 25. Top of curb and top of pavement elevations shown on grading sheet, see C-2. 26. Main street revised to slope to the east. nw umw...oaai.eea _. .. .... ~. _ .. .__~__..._ ~ ~~..Y._ ...,.-y. - MRY-16-2003 1652 CRRLSON~BRRBEEBGIBSUN 19258668575 P.04i04 ~arison,.Barbeer&•Gibson;.ln~_ San Ramon Village Plaza Page 3 of 3 Mey 16, 2003 lob No.: 111400 27. Additional infotmadon for pedestrian area between retail building and.buildings.5 & 6• shown on grading sheet. See C-2: 28. Ail center swales in private streets have been revised Main Sheer and all privatr sweets are cross-sloped with a combination of curb & gutter and concrete valley gutter. 1 trust this satisfies your concerns regarding the plan check. Please call if you.have any further questions or comments. niiumwe.~m~.ee. TUTRL P.04 3 i 1 ,.. i i . r) i~ i (~ f ~ Z ~ t _~ N ~ i W V o d ~ !Y o~ z ~ o ~ ~- 1 - + E i ! a ~ Q / !ROj15- t ~talq~ ~~ =r ~ •r 0 / ~T rr w 9ZC C t t C C t C C E E.r . ~p '9 t0 ~ m Q -Y~ ~ ~e ~ r. S ~ * -' ~ y g ~ r ~ K N ~-r II ~ \ 2 ~ ~~ u b 1. ~ ~ 1~ Q yQ' ,~ rc~ Z 1~ . 'r ~ - ~~ ~@r LOT I ' 3 . 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Currently, the property includes approximately 48,400 SF of underutilized retail and parking lot. Bancor Properties is proposing to raze approximately 34,000 SF of the building and adjacent parking lot in order to construct 55 "Walk-up" style townhouse units as well as remodeling the remaining retail center (14,450 SF). The remodel is being designed to compliment the residential project and create a village type neighborhood. The townhouses will be 2, 3 and 4 bedroom homes ranging in size between 1250 and 1660 SF. It is our intention to begin demolition, grading, and construction soon after receiving final approvals from the City, which we hope is within a few months. Build-out of the project should take between eighteen (18) and twenty- four (24) months. Site photographs were included with the original submittal package. II. GENERAL PLAN AMENDMENT (GPA) Written Statement a. The current General Plan designation for the subject property is Retail/Office. Bancor is proposing to change the GP to Medium-High Density Residential. b. The purpose of the General Plan amendment is to allow for the development of a high quality townhouse project. The townhouses are a vital component to the creation of the small urban village. The residential portion helps support the retail component of the project creating a viable retail center as well as serving a complimentary transition area between the retail and the existing single-family residential neighborhood to the south. c. The General Plan amendment allows for the revitalization of a main gateway into the City. Currently, the worn retail center features a parking lot that parks more abandon cars than customers a majority of the time. Our goal is to create a vibrant village neighborhood, which conveys a positive first impression as you enter Dublin. RECEIVED JUN 0 4 2003 DUBLIN PLANNING ~A o2-~~3 d. The project meets many of the guiding policies of the Housing Element. Specifically, the General Plan promotes designating sites for mixed-use that includes both the Retail/Office and Medium-High Density Residential where services are available, the use supports itself, proper roadways and roadway capacities are available, and mixed-use would be compatible with adjacent land uses. The proposed project meets all these objectives and is a perfect property for the mixed-use designation as defined in Section 2.2.5 of the GP. The project is located down the street from a Wheels bus service, and is adjacent to a Class I Bike Route. The project includes a concrete pad, which accommodates a standard bus shelter if and when Wheels brings service to the site. Sound studies will be performed on the site and noise will be mitigated where feasible to reach the levels indicated on Table 9.1: Land Use Compatibility for Community Noise Environments. e. The project was designed to be compatible with the surrounding environment. The design of the houses places all the garages in allies at the rear of the units thereby reducing the visibility of the garage doors as much as possible. The view from the retail center and the adjacent neighborhood to the south will have view of the buildings "best" side, which includes detailed architecture and traditional row house appearance. The "walk-up" style is not only traditional, but in this case serves several purposes. Because the first floor living area is elevated, the design provides additional privacy and a sense of security for the units facing the streets and the retail center. The elevated living area also serves to help mitigated some of the noise exposure from those same areas. This type of unit also provides for a safer neighborhood by placing "eyes" on the streets and open spaces by located the living areas, porches, and decks at the fronts of the homes. Bellina Street and the storm drainage canal separate the residential neighborhood to the south from the project. Additionally, the rears of the existing houses face Bellina Street and the canal. £ The property is located adjacent to commercial uses, two arterial roads and the freeway. A higher density residential project is more conducive to this type of environment than asingle-family neighborhood. The site is covered with 95% impermeable surface (asphalt, concrete walks, and roof tops), and the proposed project will decrease the storm runoff. g. The previous owner of the property performed soil samples under the former dry cleaners and found minor concentrations of VOC's. The site currently poses no risk to the current tenants and according to the previous property owner; the site received a "No Further Action" letter from the San Francisco Regional Water Quality Control Board, Toxics Cleanup Division. After several discussions with the previous owner's Environmental Consultant and our Environmental Consultant, we are comfortable that the site will be suitable for a residential development. Upon demolition of the building, we will perform a thorough investigation of the soil. If our investigation shows • higher than allowable levels of lingering compounds from the dry cleaners, we will enter into a Voluntary Clean-up Agreement with the State and cleanup the site to residential remediation standards. The previous property owner has agreed to pay for the cleanup costs if required. III. PLANNED DEVELOPMENT ZONING DISTRICT, STAGE 1 DEVELOPMENT PLAN Finding Statement a. The project was designed to be compatible with the surrounding environment. The design of the houses places all the garages in allies at the rear of the units thereby reducing the visibility of the garage doors as much as possible. The view from the retail center and the adjacent neighborhood to the south will have views of the buildings "best" side, which includes detailed architecture and traditional row house appearance. The "walk-up" style is not only traditional, but in this case serves several purposes. Because the first floor living area is elevated, the design provides additional privacy and a sense of security for the units facing the streets and the retail center. The elevated living area also serves to help mitigated some of the noise exposure from those same areas. Bellina Street and the storm drainage canal separate the residential neighborhood to the south from the project. Additionally, the rears of the existing houses face Bellina Street and the canal. b. The property is located adjacent to commercial uses, two arterial roads and the freeway. A higher density residential project is more conducive to this type of environment, than asingle-family neighborhood. The site is covered with 95% impermeable surface, and the proposed project will decrease the storm runoff. c. The project will not adversely affect the health or safety of persons residing or working in the vicinity, or be detrimental to the public health, safety and welfare. d. The General Plan is being amended simultaneously with this application to allow for this development and the proposed project will be consistent with the elements of the General Plan upon approvals for the project. e. The Planned Development Zoning will allow for the development of an urban village style neighborhood, which includes smaller setbacks, intimate driveways, pedestrian oriented pathways, and a design which orientates the garages at the rear of the units to bring the living areas and people closer to public realm and not the automobile. The residential aspect of the project is being coordinated with the redevelopment of the retail center to create a compatible neighborhood, which promotes the villager to walk to the local shop or restaurant. Written Statement a. The following uses are permitted: (see Stage 2 Description) U b. Conditional Uses: The following uses may be permitted subject to approval of a conditional use permit: (see Stage 2 Description) c. Site Area: 3.15 Acres (Gross and Net), Maximum Density: 25 du/ac, Minimum Density: 14 du/ac, Actual Density: 17.5 du/ac. d. Inclusionary Housing Requirement: Currently, Bancor intends to construct the required affordable units on site per the Inclusionary Zoning Regulations. As an alternative, Bancor would like to reserve the option of constructing the affordable units at an off-site project allowed under 8.68.040.B of the Zoning Ordinance. Specifically, Bancor is currently processing amixed-use project in Dublin at the former Pak `n Save property where the required affordable housing will also be constructed on site. Because of the sites proximity to the BART station, several other modes of mass transit, the availability of jobs on site and within walking distance, this alternative site appears to be the ideal location for additional affordable housing. Additionally, the site could easily absorb another six (6) or seven (7) units. e. Bancor is requesting that two phases are approved for the project. Phase I of the project includes 41 units and Phase 2 includes 14 units. The phasing provides additional time to work with the tenants if necessary, in the portion of the building that is going to be razed, to find an alternative location either within the remodeled center or at an off-site location. f A portion of the property contained a dry cleaner, which did cause some minor contamination under the building just below the surface. If necessary, the site will be cleaned up to meet government regulations for residential neighborhoods. Besides that, the site appears to be clean. IV. PLANNED DEVELOPMENT ZONING DISTRICT, STAGE 2 DEVELOPMENT PLAN AND SITE DEVELOPMENT REVIEW (SDR) Findin¢ Statement a. The project was designed to be compatible with the surrounding environment. The design of the houses places all the garages in alley in the rear of the units thereby reducing the visibility of the garage doors as much as possible. The view from the retail center and the adjacent neighborhood to the south will have view of the buildings "best" side, which includes detailed architecture and traditional row house appearance. The "walk-up" style is not only traditional, but in this case serves several purposes. Because the first floor living area is elevated, the design provides additional privacy and a sense of security for the units facing the streets and the retail center. The elevated living area also serves to help mitigated some of the noise exposure from those same areas. Bellina Street and the storm drainage canal separate the residential neighborhood to the south from the project. Additionally, the rears of the existing houses face Bellina Street and the canal. b. The property is located adjacent to commercial uses, two arterial roads and the freeway. A higher density residential project is more conducive to this type of environment than asingle-family neighborhood. The site is covered with 95% impermeable surface, and the proposed project will decrease the storm runoff. c. The project will not adversely affect the health or safety of persons residing or working in the vicinity, or be detrimental to the public health, safety and welfare. d. The General Plan is being amended simultaneously with this application to allow for this development and the proposed project will be consistent with the elements of the General Plan upon approvals for the project. e. The Planned Development Zoning will allow for the development of an urban village style neighborhood, which includes smaller setbacks, intimate driveways, pedestrian oriented pathways, and a design which orientates the garages at the rear of the units to bring the living areas and people closer to the public realm and not the automobile. The residential aspect of the project is being coordinated with the redevelopment of the retail center to create a compatible neighborhood, which promotes the villager to walk to the local shop or restaurant. f. The project and application will follow the procedure for the "Site Development Review" process with the information provided above. Planned Development Zonine District a. N/A- Processing Phase I simultaneously. b. Proposed Uses: Residential and Commercial c. Total site area is 4.62 acres, gross and net, maximum density for the residential is 25 units per acre, maximum density for the non-residential is per commercial guidelines, minimum density is 14 units per acre. d. Development regulations (see below) e. The theme of the project is an urban village, utilizing wraught iron, metal and concrete roofing, metal auwnings, and vibrant colors. f Inclusionary Housing Requirement: Currently, Bancor intends to construct the required affordable units on site per the Inclusionary Zoning Regulations. As an alternative, Bancor would like to reserve the option of constructing the affordable units at an off-site project allowed under 8.68.040.B of the Zoning Ordinance. Specifically, Bancor is currently processing amixed-use project in Dublin at the former Pak `n Save property where the required affordable housing will also be constructed on site. Because of the sites proximity to the BART station, several other modes of mass transit, the availability of jobs on site and within walking distance, this alternative site appears to be the ideal location for additional affordable housing. Additionally, the site could easily absorb another six (6) or seven (7) units. g. A portion of the property contained a dry cleaner, which did cause some minor contamination under the building just below the surface. The site will be cleaned up to meet government regulations for residential neighborhoods. Besides that, the site appears to be clean. Planned Development Zonine District (Specific Standards) A. Residential Areas: 1. Single-family, group single-family, duplex, multiple-family dwelling units, rest homes, nursing homes, and rooming and boarding houses. 2. Home occupations and off-street pazking lots appurtenant to any permitted use or when appurtenant and adjacent to any C district. 1. Accessory uses and structures appurtenant to any permitted use, except home occupations. 2. Tract office and model homes and permitted signs. B. The following Commercial/Residential Uses shall be permitted on Designated Areas Only (Lot 1): 1. Residential uses consistent with these PD Requirements. 2. Those uses permitted in the C-N, C-1, and C-2 Zoning Districts. 3. Studios, instructional facilities and professional, business and financial offices. 4. Consumer Services. a. Business services, excluding sales, storage or rental of heavy equipment. b. Catering establishments. c. Eating and drinking establishments d. Financial and business institutions. e. Nursery sales (garden supply). f. Personal service shops. g. Barber and beauty shops. h. Garment pressing repair and alteration. i. Laundering, dry cleaning, laundromats. j. Cleaning pickup stations. k. Shoe repair shops. 1. Printing, copying and blueprinting m. Specialty schools. n. Studios, photographers and artists. o. Vending machines. p. Health Services, Clinics q. Office-Professional/Administrative r. Repair shop s. Commercial School U B. Retail Uses. 1. Bicycle sales, service, and rental. 2. Bookstores, except adult book stores. 3. Bakeries. 4. Food stores (including convenience markets). 5. Furniture, home furnishings and appliances sales, service, and rental. 6. Miscellaneous retail, including candy or ice cream stores, drug stores, hobby or crafts shops, liquor stores, jewelry stores, newsstands, specialty shops, variety stores, pet stores, computer stores, or animal grooming. C. Signs D. Other uses deemed by the zoning administrator to meet the spirit and intent of the goals and policies of the urban design plan for this area. C. Conditional Uses. The following uses may be permitted subject to approval of a conditional use permit: Residential Areas: A. Public and quasi-public uses, fratemal and social halls. B. Small family day care up to eight (8) students. 2. Commercial/Residential Areas (Lot 1): A. Public and quasi-public uses, fraternal and social halls, as set forth in Chapter 3-IS LPZC. B. Commercial nursery schools and day care centers larger than fifteen (15) students. C. Bed and Breakfast uses limited to six units per use. D. Parking lot/garage-commercial. D. Accessory Uses. The following Accessory Uses may be permitted in this PD District: 1. Private swimming pools, exclusively for the use of the residents and guests. 2. Off-street parking as related to any permitted uses. 3. Subdivision signs, office, sales office, equipment and material yard. E. CommerciaUResidential Site requirements. 1. Minimum District Size. None. 2. Minimum Parcel Size. None. 3. Minimum Front Yard. None. 4. Minimum Rear Yard. None. 5. Minimum Side Yard. None. 6. Maximum Height Limit. Fifty (50) feet • 7. Maximum Site Coverage. None. (Ord. 442 bl3 11B.30 ii 11B.37). 8. Off-street parking: Off-street parking and loading spaces shall be provided for each use as required by Chapter 3-20 LPZC. (Ord. 442 Q 11B.38) a. Site Area: 3.15 Acres (Gross and Net), Maximum Density: 25 du/ac, Minimum Density: 14 du/ac, Actual Density: 17.5 du/ac. b. Proposed Development Regulations (to be coordinated with City) F. Residential Site Requirements. 1. Minimum Site Area Required Per Dwelling Unit: 2000 square feet 2. Maximum Units per Acre: 25 3. Minimum Site Area: 3.15 acres 4. Minimum Building Setbacks: (see below) 5. Public Street Frontage. a. Front: Ten feet. b. Side: Ten feet. c. Rear: Ten feet. d. Stair Landings: Three feet. e. Porches: Five feet. f. Elevated decks: Five feet g. Architectural projections, details and bump outs: Five feet. 6. Private Street Frontage (from back of walk). a. Front: Ten feet. c. Side: Ten feet. d. Rear: Zero feet. e. Stair landings: none. f Porches: Three feet. g. Elevated decks: Three feet. h. Architectural projections, details and bump outs: Five feet. 7. Minimum Yard, Non-Street Frontage: (Setbacks are from Perimeter Property Lines (non-street)). a. Front: Fifteen feet. b. Side: Ten feet. c. Rear: Ten feet. d. Stair Landings: Ten feet. e. Porches: Ten feet. f. Elevated decks: Ten feet g. Architectural projections, details and bump outs: Five feet. 8. Minimum Site Width. None 9. Maximum Site Coverage. Sixty percent. 10. Minimum Separation between Residential Buildings: Ten feet. 11. Maximum Height Limit. a. Four or more dwellings: three residential stories or forty-five feet; b. Secondary buildings or accessory structures: three stories or forty-five feet. G. Off-Street Parking: • 1. Townhouse/Condominium: Two stalls for each dwelling unit in the townhouse/condominium development, one of each shall be covered. One additional on-site or on-street guest-parking stall shall be provided for each two dwelling units. 2. Two bedroom units: Two-car tandem garages. 3. Three bedrooms or more: Two-car standard gazages. H. Design Standards. San Ramon Village Plaza shall conform to Planned District standards plus the following additional design standards: a. Minimum Private Street Improvement. Shall be improved with the provision of paving and asix-inch high concrete curb and gutter on each side of the street. Improvement shall be in conformance with the City of Dublin Standard Street Section. b. Minimum Court and Driveway Improvement. Shall be paved with a concrete raised or flush curbs. Minimum Driveway Width. All private streets and courts shall conform to the following minimum requirements: 1. Fifteen feet (15) for one-way driveways that do not have any parking on the driveway or any access to adjacent parking, except on divided entry driveways where the minimum is twelve (12) feet. 2. Twenty-two (22) feet for courts serving two units or more. 3. Twenty (20) feet for courts serving two units or less. 4. Twenty (20) feet for two-way driveways that do not have any parking on the driveway. 5. Eighteen (18) feet shall be added for each row of parking when the driveway includes diagonal or perpendicular parking. 6. Seven feet (7) shall be added for each row of pazking when the driveway includes parallel parking. d. Maximum Dwellings Per Building. None. e. Fencing. A fence shall be erected on all property lines common with any planned or existing residential unless it is considered to be portion of San Ramon Village Plaza. Where the front doors of the units are oriented towards the front of the retail center, solid fences are prohibited. Where the front doors of the units are oriented towards the rear parking lot of the retail center, open or solid fences are required. £ Fire Lanes. Fire lanes shall be designated, posted, and recorded as fire lanes and shall at no time be obstructed in a manner that will prohibit vehicular access through the fire lane system. g. Fire Protection Facilities. The developer as required by the city shall install fire protection facilities, including hydrants. h. Landscaping. Open areas shall be landscaped or otherwise maintained in a dust-free and fire-safe condition. Landscaping shall be installed concurrent with the development of the site or any of its stages. • Maintenance. Provision shall be made for perpetual maintenance of all common open space and facilities, including easements, recreation areas, yards, sewer lines, storm drains, driveways, building exteriors, parking lots, and similar features, through establishment of a homeowner's association, maintenance assessment district or other method satisfactory to the city for purposes of securing revenue for such purpose. In addition, any facility deemed by the city to be of direct benefit to the public could be accepted for maintenance by the city upon dedication. Lighting. 1. Driveways and Parking Areas: All driveways and common parking areas shall be illuminated providing adequate light at the driveway and parking lot surface to the approval of the City, and shall be so arranged as to disseminate light uniformly over the driveway and parking area surface. 2. Pedestrian Walkways: all pedestrian walkways shall be illuminated providing adequate lighting at all walkway surfaces. k. Sidewalks and Pedestrian Pathways. Sidewalks and pedestrian pathways shall be constructed as follows: i. They shall be constructed along at least one side of the private streets within the building setback area; and ii. They shall provide access to all building entrances, parking, and open space areas; and iii. These sidewalks and pathways shall have a minimum unobstructed width of four feet. I. Open space requirements. a. Usable Open Space. There shall be provided a minimum of 750 square feet of usable open space per dwelling unit. For purposes of this section, "usable open space" shall be defined as common or private space, excluding the following: 1. Areas devoted to parking, driveways, and maneuvering areas with exception of specially designed emergency vehicle access areas. 2. Patios, balconies, or decks less than five feet in their minimum dimension. 3. Maintenance of Open Areas. Open areas, exclusive of required off- street parking area and developed recreation areas, shall be permanently maintained as landscaped and/or developed common or private recreation areas. Site Development Review a. The proposed project is for 55 "for sale" townhouse units and approximately 14,500 SF of retail. b. N/A c. The proposed hours of operation are 5:00 AM to 1:00 AM. • d. No, the project only has positive impacts on the community. The project provides an inherently more affordable housing product, reduces drainage runoff by increasing the amount of landscaping, redevelops a blighted shopping center, reduces potential traffic by changing a portion of the use from retail to residential, and increases the property value by an estimated $20 Million, which will also increase adjacent property values. e. See project description above. f The property is located adjacent commercial, two arterial roads and the freeway. A higher density residential project is more conducive to this type of environment, than asingle-family neighborhood. The site is covered with 95% impermeable surface, and the proposed project will decrease the storm runoff. The site slopes gently to the southeast and we are utilizing existing utilities on site. g. The site will have little impacts on the views. It may reduce the visibility of the freeway for the neighbors above the project to the west. h. The site includes an existing worn retail center with very little landscaping or architectural interest. There are existing storm, water and sewer services on site that will be utilized to serve the project. i. The theme of the project is an urban village, utilizing wraught iron, metal and concrete roofing, metal auwnings, and bold colors. j. The landscape features are the most predominant at the project entry along Bellina Street. This is the most visible side of the project from the existing neighborhood to the south and from San Ramon Road. The plan calls for the addition of street trees along this street, a fountain plaza area, and a taught lot, as well as wrought iron fencing, hedges, and lawn areas. Along San Ramon Road, the existing Right of Way vegetation is mature and in good condition, and will provide an attractive relief for motorist along the roadway and the homeowners living in the project. The project has more of suburban feel on this edge of the project and transitions into a more urban project as it moves closer to the retail area. .~ _\ 1 C Z N ~ o (2 ~ Z ~ ~ oN ~ Z o ~ Z ~''~ ~_ A ~!I R _~~I~ ~ ~ = '' .~ e ~~ „,~ ~ ~.._ ~~~ ~K 1:~ ~~~ o ~,.. v ~:~, ,~ -- ~- '~ oa; ~_`~ ~~ -~~~ ~,~~ ~r~ ;~~ fi ~I~I r`~~~~;`YYa~ ,,`~.. .~~~--- '-~ ~ ~' ~~ `° r ~hvf' '<~ w ,~;v ;~ ~~ ~ ~ ~ r 1 ~ ~U~y~,,~ M~ Y x .:k d._ •i _, ~~ i 6 of ,` - 1 ~ ~ t ."~""'~ T ~,: ~, ::,. ~ ~ o ~ -' ~ 'r'* ~ ~ ' r J ~ °` ., t C L. ~ C ~ C Z N ~ o n Q 5 'P' tYl S z No ~ W ~ ° w n '~~~' 01 `_, _ !~ <- Gea ~ W Z ~ C ~ o (~ N ~ ,p. fli CZ ory~j ~ ? °w W ~. W ~. ~,• R. ~ ~i l~ ~`~P ~, _~. iiee.= ~^ 's: ~ s 4 °_~J ~`~ti • ~`` V w 1 Z .-.- 1`_ 3 ~; i c' i _-, -= - SAN RAMON VILLAGE PLAZA MATERIAL AND COLOR BOARD ir° _ ~- LL'.""r""- --r.__..... ~{ i'i~i~~ ~ f I ~ ~ ~~ I~r'M~ // axe •JJ/ w~C.:... a.. ~y +... sa,l!%E~L:.w ..D Norma ww. f ~~1 ~ ~ : A-Se aiu~ o - - _ i v xE.x uwr C L ~ NM1. M%V. W C ~ S Z ' z c n ., ..,u,x~ N5 ~. m d z ~° v W~ .r s rsu~ T Hx1xR IAfW . ro GENERAL NOTES E ALL CO.px: rtE iFH~Q rn+0r prvnKp UN4i59 pIxESXG[ ep2O 2 ML WNIS KE RI_VFV CH IN ~G.IlL ~ cool Iua.TMl uxn nA6 art wx ee ou IxE Egrrt a ev~rmR"r °ix°e i«:urx.cE la u LTUrtn 8,4n soar ix nlrc 5 9GINfiE C£LKN rp OE 9V6MIrEp SVKAIF.Y i%wir4 urt~ w..~u ..wo Eer>.v ~_ ~=e:. ~ -wR. IluvsT tt2G: x0 wu OErt: u~r n. 200! UAHLIN GKOUN AXCIII I'F.CTti YI,ANN4RS __ 26)1 CRUW CANTON 0.O.\D ~ 1 SAN MMON. CA U~SH! 1 vuv.6h4ry~ou0aw^ RETAIL PIRLDRJO FROM ELEVATION RESmENTLLL BUDDING (! UNIT) FRONT ELEVATION RESIDENTAL BOf1.DING (! UNIT} REAR ELEVATION Csec.~1-c ~L nmoarrond.z~6n ~___ ® ,,. T. ~[_ ~ a Y \rmp oases °' "P w~_+~~} -• Ma 1 ~P-OIiT ~" r ~ wr ~~Y ~ P3 K P T:- r l-J ( i PL C [G ~e ~~I.R+ry+i'cT.i¢S ~ l' 1 Entry Sign /l Play Structure ;~ `~` .` , ....~. + o'~w~w r_R~Y~Y w ~ n~~~a ~~w4 , ~r.wtiw~wp~r ^~Tw l"1 Wood Fence with Trellis Top u ,.. _..r Praucrw rnu.. m ..ach wwnevwt V7*WF w~ ~ F w k - - -~r . r.:ar~rr~- ~~ .~ n Entry Pilaster /"1 Fourdain wM~r) 4 ~_ Wood Fence with Overhead Arbor 1~ J P PRELIMINARY LANDSCAPE DETAILS ~~^~°°° TRACT 7437 ~ ~ ~ SAN RAMON VILLAGE PLAZA ~ 1- Z m artmmnar cmrxrr or u.rms wmuw ~ p Mailbox Structure ASCeM Paving r , v r ~ ~p -_ z _ t„ W :~ ~~ Alameda County Fire Department City of Dublin Division Fire Prevention Bureau (925)833-6606 Mazch 10, 2003 TO: Deborah Ungo-McCormick City of Dublin RE: PA02-063 FROM: Edward J. Laudani, Deputy Fire Deborah, This is a follow-up to our meeting last week. The emergency vehicle access must meet minimum requirements including fuming radius. Also all access points must be no greater that twelve degrees for the angle of departure. Also, access around the buildings must be within 150' of where the fire engine will stop. Due to the placement of the units on the site, the City of Dublin will require an addressing plan. The plan must indicate the street name and number. Location of address signage should also be on the plan. Additional information is available through the Building Department. These aze basic requirements for the site. Additional requirements such as fire sprinklers, fire alarm, etc will be addressed for the buildings. If you have any questions, please contact me at (925) 833-6606. PA02-063 RECEIVED MAR 1 0 2003 DUBLIN PLANNING i • CITY OF DUBLIN Public Works Department City Offices, 100 Civic Plaza, Dublin California 94568 MEMORANDUM DATE: March 10, 2003 TO: Debra Ungo-McCormick FROM: Paul Kruger ~(~ SUBJECT: Review of Pre-Application Plans PA# 02-063 Bancor Properties -San Ramon Village Plaza Following is a summary of the Public Works Department comments on the preliminary plans: Tentative Map 1. Will the second phase of the residential development be on a separate lot? If so, this area should be shown on the Tentative Map as a separate lot, if not, then the phase line should not be shown on the Tentative Map. 2. Is the intent for this to be a "Vesting" Tentative Map? 3. The proposed disposition of all the existing easements should be noted on the Tentative Map, especially those that conflict with the proposed improvements. e.g. Building. 2 and the PG&E easement. 4. The note for the new driveway access on San Ramon Road should state that the applicant is requesting the City to relinquish the limited access at this location. While the City staff will support this request, the final decision will be made by the City Council. 5. All proposed easements should be shown or noted on the Tentative Map. Will the commercial lot have access rights through all of the residential streets or just "Main Street". Emergency Vehicle Access Easements will be required. 6. Will the residential development be on one common lot with air space units, or will there be separate parcels for each building and for the private streets. 7. There is an existing power pole along the San Ramon Road frontage just south of the proposed driveway. The power lines from this pole cut across the southwest corner of the site. Is there an easement for these lines? Even if there is not an easement, the location of these lines should be show on the Tentative Map. These power lines go over Building 9 and possibly Building 8. 8. Note 32 should state that the Condominium Map will be recorded for only Lot 2. 9. Owner/ recording information should be shown for the properties to the south of the project. 10.The existing internal property lines should be show on the Tentative Map. Bancor Properties • • San Ramon Village Plaza Page 2 March 10, 2003 Site Plan 11.The dimension information shown on the Tentative Map Site Plan (sheet 3) and the Site Plan (Sheet 7) should be combined into one Site Plan. The Site Plan should show sidewalks and pathways, parking spaces, and the limits of the building overhang but should not show trees and landscaping. 12. Many of the curb returns are too small of a radius. Generally a 20-foot radius is required along the Fire Departments access route, a 10-radius for returns at major aisles and private streets, and 5-foot radius at minor parking aisles. See attached turning template to confirm fire truck access. 13. The parking dimensions for the 60-degree parking in the commercial parking lot are not to City Standards (see attached table). An additional 5 to 6 feet in width would be needed to fit the parking as shown. The 17.4-ft parking depth shown on the Site Plan (Sheet 7) will accommodate only 30-degree parking. With adjustment in aisle width and overhangs 45-degree parking may work. However with the adjustments in curb radii and parking angle there will be as likely be a minimum of six fewer parking spaces. 14. Why is "B" Street only 21 feet wide whereas "E" Street and "G" Court with the same frontage conditions are 22 feet wide? 15. The required 24-foot backup for the perpendicular parking along "B" Street does not appear to be provided. The dimensions for these spaces, the sidewalk width and the backup area need to be clearly shown on the plan. 16.The plans are not clear what the building footprint represents. The ground floor footprint should be shown with the building overhang shown with a different line type. The building overhangs should be dimensioned on the sections and floor plans on Sheet 8, and on the typical street sections on Sheet 3. 17.The street section for Main Street needs to be corrected to show the parking width to the curb line not the lip of gutter. 18. The applicant shall contact the refuse collection service to ensure that there is adequate space to accommodate the movements of the refuse collection vehicles. 19.The entrance from Bellina Street should be a standard driveway approach not with curb returns as shown on the plan. 20. Currently there is "no parking" on Bellina Street. Public Works staff will support allowing seven parking spaces on the north side but not eight as shown on the plans. There should be no parking around the bend and next to the driveway. 21. See the enclosed annotated site plan for clarification of the above comments. Preliminary Grading Plan 22. For clarifications the grading information should be on a separate plan from the Utilities. 23.The approximate location and pavement elevations of the High Points, Grade Breaks and Low Points should be shown along the private streets and courts. 24.Try to avoid intermediate low points. If required, confirm that there is an overland release that will not flood the garages. Bancor Properties • • San Ramon Village Plaza Page 2 March 10, 2003 25.Show additional Top of Curb or Top of Pavement elevations at critical locations such as conform points to exiting improvements, street intersections, and at the driveways at the high and low ends of the buildings. 26. Show the grade relationship between Main Street and Building 6. Perhaps the Main Street cross section should slope to the east rather than have a crown. 27.Show additional information for the grades and drainage in the pedestrian area between the retail building and Buildings 5 & 6. 28. The center swales in the private streets with AC pavement are not acceptable, especially at the flat slopes shown on the plan. The preferred design is to slope the street to one side and provide a combination curb & gutter, concrete valley gutter and/or slot drain. Enclosures: • ~ O o--~ v J C OFF-STREET PARKING AN ,.OADING REGULATIONS -.... ~ ....:..... ...... - _..--- .... Chapter 8.76 designed. and located to provide for vehicle maneuvering on the site so that vehicles will enter any adjacent publicright-of--way or private road in a forward direction. `~ All circulation systems shall be approved by the Director of Public Works. •Vd 7. .Dimensional Requirements. a. Parking space sizes. Full-size pazking spaces shall be 9 feet in width and ' 20 feet in length. Compact parking spaces shall be 8 feet wide and 17 feet in length. The length of parking spaces may be reduced by 2 feet if the , vehicles pazked in them will overhang landscaping or a sidewalk such that the sidewalk is not reduced to an unencumbered width of less than 4 feet. . ..... b. Perpendicular. Parking stalls shall be non-petpendiculaz whenever possible. G Garages and carports. A minimum unobstructed inside dimension of 20 feet by 20 feet shall be maintained for a private two-car garage or carport The minimum unobstructed ceiling height shall be 7 feet, 6 inches. The minimum garage door width for a private two-caz garage shall be 16 feet The Director of Community Development can administratively reduce these dimensions under unusual cirrr,n,ctances if the reduction is watsanted by " unavoidable constraints in design. d. Parking strnctnres. Parking structures may be subject to dimensional ~ adjustments based oa utilization (i.e., public or private garage with or - - • • ~ :. , without an attendant), but in no case shall the stall width be less than 8 feet, 6 inches- Reductions in design standards shall be subject to approval by the Director of Public Works. . e. Minimum parking dimensions. Minimum parking dimensions in feet - :. - - ::: - ••.. .. shall be as indicated in the following table a§ illustrated by Figure 76-1 - -Table 7C~1 - - - - - -- - -- • - --- --- --- - - A(m degrees) B X C D E F A B X C D E F 90 C B.0 17.0 17.0 26.0 .8.0 60.0 45 C 8.0 17.0 17.7 .16.0 113 51.4 9D F 9.0 20.0 20.0 26.0 9.0 66.0 45 F 9.0 20.0 20S 16.0 12.7. 57.0 80 C 8.0 17.0 18.1 26.0 8.1 62Z 30 C 8.0 17.0 15.4 16.0 ] 6.0 46.8 80 F 9.0 20.0 213 26.0 9.1. 68.6 30 F 9.0 20.0 17.6 ] 6.0 7 8.0 51.6 70 C B.0 17.0 18.7 20.0 SS 57.4 20 C 8.0 17.0 133 76.0 ti:4 42.6 70 F 9.0 20.0 21.9 20.0 9.6 63.8 20 F 9.0 20.0 153 '16.0 263 46.6 60 C 8.0 17.0 18.7 19.0 92 56.4 0 C 8.0 17.0 0.0 20.0 23.0 20.0 60 F 9.0 20.0 21.8 19.0 ]0.4 62.6 0 F 9.0 20.0 0.0 20.0 23.0 20.0 C =Compact Space, F. =Full Sized Space ~. City of Dublin Zoning Ordinance 76-9 December, '1999 ' • OFF-STRe'cT PL~RKING ANE~ADWG RcGULAt IONS : . .. .... . ... ...::.. Chapter 8.76 ~. ~~. ~-- c 1 PARKING STANDARDS F A. 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(//% l ~~~~~~r__ 94 -0164-003~02/~/ ~ i % a9-,wmR ~~i 1 as•y`I •amv I ~~~~i ~ ~ I I a os~' ~ Y n l/i7/ ~ ~R ~r ., l 1 j l{.~ ~EO UILON ENTERPRIS-ES/, L~LC.// \ z.•// / , 0- ' r / / ~ 1i1'• ~ • ';?'~ " ~ '- \c vJ `a ~ / , ' AC . AR P[R ~hS1 xt . AA PEF ~~ s I / /, b / ~ ( ~ wiz. s / p, n e v vLLAa k 4P. n . R rLLYE 'A""D q / ~ / . ~ k J / 1 .~ ~~1 ' ° - ~~ ~ ~ ~ l l ~~ ~ ; A L PRIVATE STREET SECI'(ON ~ .; y~P PRIVATE STREET SEC110N r"""111\/ / /f-i ~°~ii ,~ ,..~•~ ~~~ ~~, -\ ~ / / x~°ro~w+f P'~91 J°+ w6yd, nen ,u(° ~ ICIN P ~ f ~ I f " p a4rr,N~sc 1 • l ~ ~~~.~`,,_ l / / ~ ~ ,. / S ~ 0 Noi scALc 1 ~ 0._v~u ~_~ a A- ~ i i ~ ~ . l ~ "~ J° / / m J~ // ~ I. ~„ 1 moc ' I ~I LEGEND: l it O.~c / " Ni} ~\` , j/,, I ~-i~-o-2 •~3x ~ ] o.s' ~ ~ os 6YL41UVG PYOPOSSD D ON l I~ ~/M~.~ ~/ / l~ au >` 4, a Io v. T I i I- 5-~-a-o°-z ~ R• ~ \ ~ a • Ae Pn _____- ? ama a uu srcY,ix '•RNAY ~ l~ ~ j q 0. E~~~/~ U o d l o o •S n: e VAWE ~ Q !/I~~ 2 / l r : ! ~~ l i l .q ~ 1'I• ~ Rr~~ azr I 1 I-°'- w ° w ~ E c' ----- ----- ~ 7. J , Q l / I„ / . ~ ~ ~yi< ~ /W°40 ~ I I I ~ ~ r- PRIVATE STREET SECTION 1 ti / 1G /~' e' ,. ,,. / / 69-1 J1 - ~ / v'P.Gec c , Tc m.m sPOr uEV mxs , 1~ f /~; • / ~ it % ~ . ~ ! - I I o ~ 4a ° ~ \;EASEYDAr \ ([ sR¢r e D murt0 x ms / f ~ / 1 U W 1 /T RE 3619 MDI TO ffAlr N $PACf is f ~v .T / / Fl> ~ '~ / ~ I I l., 'm'w'4m ~-m o \ a NSq ~~)A ], xD ,~ ,+,J` ], j / ~ / / , m s>++,a(,nrryryq~E 1 ~ z o m - L - r ~~ ]o-J' I ry \ GENEBAL NOTES L:f~ ~~. ~pkaE~U l ~I '~._j . ~ ~ /,. ~ / / /E9G 2$D/ ~ 1 14i -= ~ N ~ '\ ~' ~\ ~ 1~~ / / ktiA N / / /~ s. i W6 I I_- K Q ~ I. OxIQR/AMIICAIn: DNICOR PROPFRMS LLL I0. 5[xER: ClNlpl $W flAYLR p$L01Ci % / / / i // 69-1 ] I I i w \ v ~ ~\ 1159 fWSi SIRFEi SAMTARY SEER Y 9AN1 E PVC PPE I'V / / '' ~ 3r / ~ ~~. LOT ~ I I o, T ~ uml°RG G wm 1 19. bR3alwE: LLAYEnA mAxn •-a-EAO' A wsElm I! l l l I'/ Ri/ d l ~ 3DT I / ~ x. fH601EEF. URLSW, BAIL a W9Jn, NC TS w 1NE LOP ¢x a RONi RALL d , , a ~ / ~~ ! ~ L T 2 ~. ,, ~ v n, ~ zfiDS cAVxr RAUOw, ssR Im slr soE v auaA s1~Er a Ils' : ELr ~; / /, %// 1 ~ ~ / ~ . ~ k•"' ~ ~ irr sRN RAUaN, cA wsfis a g a sAN RIWCN Im. I l F' i' ~ ~ A LLwN a rrtm !VO.,,[ i~ i/' l /~ % J' \ 1 ~ AEtlSIRAnM 1 59t]0 ID. MW NAN: nE 91E B N IPE - /REAS K wNK rt0°wF ~ ]h I , / l +: I '~ I •5 \ ~ 1 TOaS ENOxEER: IEAtw4ARnl NG iIDOD NSINNAE RAZE uRP !, ~~ , % / J ~0 t ~ ~ IU ~ T E] EIXili BIOnEIE A19AE UTr IF Ol9N ' ~/~ ~ llI ~ ~ I +ti ~ i -6LDG 8 1 / '? I I s Is ~ ~ vrnLloRE. G 9.sso PANEL a6o 1 A '^ / ; l E ' A , /~-~ti(s Nni) I~ I I j ~ -. .. \ ~ ~ sRxE xARPJS zl. slnucroPES: EYSIWC ewnwcs mN RESOrL+nLL RHEA 77 ) z ' /; r , / // ~ 1 She"-7 .. IOPOCRINRC SOURCE: AE16K IOPOfIAAAIi CtlPIrD BT: i0 BE REYNID. tt4aPn41LL / ~ / !,T/ b / ~ ~ / ~ T -U- 9 3 / ~ I I ~ ~ A4 AIXa¢LOC vNIfK 9MNa5 In BE ArtD. /- /-s/ / ( a' / e'` ~ I ~ W , ms a/wxal s1x53 /~ TVA- ~%t ' ~~ l I / ~ / 1 { 'Va SAN WR4 G 9w03 n ti. CON]W6: f95R10 C011WR N N: 1 fWl / P R~ ' /l f3~~ C COUR),~ ~ i\ •W,~A/~~ / - I ~ - .- 1 / S. \ 5. A.P.N.: 9w-OI6F001-M ~ •PI 33. CONSIRIICTIOx: Cd15iRIICMN °r WPRO`.fllF11fi i0 OEtlN / ~ -~' .. ,j~ / / 1I O pp T V {1./ ~• I z1 !; 041-0161-0]S-OS Ptli1XN) NnEN 21 YOIM$ IGffA1WF Y.V INIIOVAL / ///] /!// /~ !p •/~ // II ~'' QI` ~/ ` °' / /1~ ~ I I r B W[ n ~ I a FYKIWO WID Uff: WIfRRON / Y°EO NR) BE WIRE2D IIB! I4 YOI1X3 6 NI-A-W. . !'~ ! / / E'` / JIIII` ~/ 1'x'4 I \ i. 1ROIOSm UND US[: SNRE P.YIY AnAOm LOIx11014 CrtApOAM b. W WI°: NICPO".ID 9fA0N0 Slpgl Nn: HRI101IRr. / " // , •,~/ ~ ~ ~ • z1 BLDG 7 I \ naslm wmn x cr ]o rwAL oESa. r / I l/l %!l /` .~ l / . ~ I] Uwi) I I I '/01 eo-'L 6. SIR APlI 1.1]2AC WMIEROAL (LOT I) 15. [AOSIWi mNfADL: FR09W WNIROL N E Pf2PMttD RR ntt i Y i+/ `C /A.. / / i 3.15fAC RE90FN11AI. 1LD13) SIANDMDS NID AB RWWENDAntlN. / ~ 4, I W.0. ByDG 6 R , I \ \ ~ _ // ~/ / / / l / ~" /BLDG 9-~ , . ' ~ I (s w COU \ n. ExE31Dr roxsDNAmx: mE Ff10ECr xu ttesiRUCRD N % # / V ~~ (. u6q~'+'' a BLDG 10 I ° 'n I „ ~. ~ti I 4 9. wanu a uxrts: ss /omlmu~ m n z1. TREES Nm Y Sf - I I i I ~~ _~ _ T LANDSCAPIG YYL MINIFD eM //~ L, ,~- ~/ I .,,~~ (1 wi } 1 a I -A- ~' , ` 10. QYFWL PIAx: (YFDWY-1q1 pGl4; RE9RNiM. OE PRQPLL. /% L-L~ E I~L~1-/ 1 I I / , /ice ` \~ 11 ~ ~4 ~ r'• ~ 1 I I T ; YWD USE (LLA% iNb1.0) 31. STORY pRANPfL: NL d19R SiDRII 0 NN SNNL BE HMAIE / ; X~r(/ ~ R•,M • ~J/ ~ ~ I I m-.. _ BI/1G 4 r II. MM9Ir: nS w/AC (IaIDW11LLL NQA1 YvbYw Sf6Y DEPnI - 4 SFEI ~i1 -L -Ln90W'pV j%l ~ •' I 5 4Nn I 15 PIC DEll }L. YYLR: 41 Q9R SExn! 6E R9K. ~~ VVV E.J1.13! \ / ' ~, a ~` I ~ y 1' `~ ( \ \T i `~EAW®IT \ < (e s4 xoauw SEEER DEP I - 5 fFET I C ' SPACE -. r d^i ~ 0 Pr'F I IL PAARWO: L, 1111 b 1P1 OPEN ~~~ ,. I I d `\ Ox vn T~ / /~Y <T rl}r %.. `~ j ,~ ~ 4 ~ ar I H ti ~ NASE 2 1 1 ` t` SIPfEi (~/'(~~~ ]9. S1RCfi: ALL $M£R ARE VAR SInEEIi 1 ~ _ ___ ~~ ~ li.-~'~~y))) i I ~ Y9 ` iOiLL ~~LS J0. COY1px YLl3: CPFN 39ACf5 AS GhD ro BE uIJIrMSD OY 11[ xG ~l I 1 D STREET rrL •r °' m' p1usE°" ~ •.~ / / l~ ~]~ /:~161ro7.a 4 ~ ; I 1E~~5TRlCT~ iw ~ I - c eRn r-, / ~ f\ 1 -'4. •: ~ ~~ -- N OPEN SPACE ~ 10 P.OK \ u IYOTNO Sp101F RErAa/Ofi1Q !1. MEL NL EI~IDF 1WE5 Sf1E iNNL RE P.fLO,ID / ~~ ~ 4~ `~Q o- Ii1) 6r V \ - wJ` 't L\ ~ r \ UNlE55 oMRKff iFA jF O~ I '\``,p. l GSnaNt 11. 1[pgS[0 iNW: f0 / 1 K ~- ..~ ~ _ 1 I ( q _ _ I , E: 3611 SL C011001611WY WP: A L'OIfRIPNW YAP E RECOP-FD nLR IM$ i 1, ~.` ,~,, ~ f Z '~ ~ I ',T J~ \ Nz I3. 11A1[R: W9Y1 SAN R.WEN SW'AC[5 °filRlti 'J // uric- i~-_ 1/ ~ ^ 1 •``\~ \ .•YY~ .,. •. '/ 4 ~ ~ ~ ~ I ~ OLDG 3 -x~ 'I ~ R.63°.av \ ~ la us a runmc: PANIC Gs. ¢ECllec mAC]. LOT 2 OuCY , y/~~ f _ _ `e ~.V S:~ ~W.',e,-"'- ' wB(1 IM I I i 1 I f f (6 ~ ,` t905m' \ I]. RIFRGL¢: PIOL BL11 u F4YG ME FRD[CT YAr MKWICIFD N R~I~A~4yS ~'7 / x ~._ F \ 0,. I ~ ; ( ~ 47i// Akre br .Gpa.wfe ' `if n~ j~'r^"`<.'. `~''y ``\\~`~a T 'I I ,~ u- ' `, TENTATIVE MAP / ~1i~] `'~.`lr qS\ t ~O ~; +YI ~ ~ BLDC 1 ~i ,~; ~ ~ T -L-~ I~' ~.. \ 1 \ ~. ` ~ ~ I r ~q p r~4"..~..'' a-.~-~-_. ~ '~ /. ,T/~;~ `\\~`!\t~C\fFT \\ Q T I I 1 H I.m A COURT ~IrsuPE~ i ~ t ~ LE/ SITE PLAN ( ~ 1 ,F/j,-`\i,'/ \\\` :3t.~\`i i~R\9a°V ~ C / PP CE L I I ~ 4'b :+ rv <~ 11 11 a] ,, z: ~ vl//;~ ,y1!~ \ ~ /~~.,~ ,f, <, I /T ~ ~ .~. ,', • 1 TRACT 7437 ;~ y./. ,,. /~~:. ~ ":~. ` X .,,: ~z6su id[ASiixi BLDG 2 'l i L ~( ,,~~ ~T ~ ~,. bIBlS'3]• ~ ~~° _~iw0 LL I SAN RAMON VILLAGE P AZA rl ~~ 'Iji':"i~ `it\P~~ Y •.) ~ •~, `v ~,~r°4''TC`Eiy.~ ro~ramrsnWClm~R]rrr~ 1 'I -'--~ -- ___ ~ __ -_ -_ I - ~ CITY OP DDBLIN COUNTY OP AW~DA CALIPOYNIA J `. Ar ~~ ~. `2 9 // iH \, i\ \i -~ '.`~,..z_, ~ E~ _ I ~'~_.~...e. ~-^ ___ - _f AIM `.• i 0• 3lY 90' 120• ~/~ j /.TRvic; T' ~ ~' 'r ''~~~~~ '°'~."'.r"'' I io"cv. nE.61.w' I rl• g~ r . ~. !i`~ff~r// .i :'F! ~~\•'. ~'. ~7/,"~~^~,~~~ !-`~~~I ~."~~~ ~ ~L 6 ~... ~~\ 7 DA~TE•. •JANUAR~Y ITT. 2003 "'f2rRcT JOB N0. 1114-00 Carlson, (3arDea ®ibson~minc~ maw W d leu 9E£]3NUYBER a Y san G \I II I\,f1D\lY\NOLJq i • APPLICATION REFERRAL LETTER (PRCI Date: February 13, 2003 Planning Application #: PA#02-063 - Bancor Alcosta Site ProjecUSite Address: San Ramon Village Plaza -Alcosta & San Ramon Blvd. Assessor Parcel: 941-0164-001-04 & 94]-0164-003-03 TO: Gregory Shreeve, Building Official Michael Stella, Civil Engineer -p~.u~ ((X'tl:~er, Engineering Ed Laudani, ACFD Rose Macias, Police Services Rhodora N. Biagtan, DSRSD David Babcock, Consulting Architect Diane Lowart, Parks and Recreation FROM: Deborah Ungo-McCormick, Contract Planner PROJECT DESCRIPTION: Attached for your review and comment is a General Plan Amendment, Planned Development Rezone, Site Development Permit and Tentative Map application for approximately 4.62 acres of land within the Dublin General Plan area. There are four components to the project application that are as follows: 1. General Plan Amendment from Retail/Office to Medium-High Density Residential on 3.15 acres. 2. Planned Development Rezone and Stage 2 Development Plan to establish permitted, conditionally permitted and accessory uses, site area and maximum densities, maximum number of residential units by type and non residential by square footage, development regulations, architectural standards, circulation system, preliminary landscape plan and any other information necessary for the review of the proposed project. 3. Site Development Permit to ensure that the propose project is consistent with development regulations and requirements of the PD/Stages 2 Development Plan. 4. Vesting Tentative Map for subdivision of 4.62 acres into two lots. THE PROPOSED PROJECT PLANS ARE ATTACHED FOR YOUR REVIEW A Project Review Committee meeting has been scheduled for Thursday, March 6, at 10:00 a.m. Please plan on attending that meeting. Written comments and conditions would be appreciated prior to or at that time. You may forward any issues to the Planning Department, Attn: Deborah Ungo- McCormickprior to the meeting or contact me @ (408) 297-8763. For your convenience, if you will not be making any comments or sending any conditions of approval, please note such below and return this sheet back to me: ^ I do not have any Comments or Conditions of Approval to submit on this project (name and departmenUagency) Police Services Department RECEivEp MuK i+ 7 iu03 MEMORANDUM OUfILIN PLANNING DATE: March 6, 2003 TO: Deborah Unto-McCormick, Contract Planner apt ' ~ Thuman and the DPS Chain of Command FROM: Rose Macias, Community Safefy A`~sisf~ ~ r~ ~~ SUBJECT: San Ramon Village Plaza Project Description: The proposed project is on 3.15 acres at the northwest corner of Bellina Street and San Ramon Road. The developer is proposing to raze approximately 34,000 square feet of the existing building and parking lot in order to construct 55 "walk-up" style townhouse units. The townhouses would be 3 and 4 bedroom homes. The remaining portion of the retail center would be remodeled. Comments: In reviewing the proposed project the concepts of crime prevention through environmental design (OPTED) were used as a guideline. Basically these design techniques include: • Natural surveillance: This design technique promotes the idea ofself-policing. By designing an azea where people engaged in normal daily activity have the ability to observe much of the space azound them, a natural surveillance is created. This aids in the reduction of unwanted activity. • Territoriality: People have the tendency to take more of an active interest in something they own or that which they are involved in. Therefore, living environments should be designed with cleaz delineation of private spaces. A healthy sense of ownership can also work as a catalyst for behavior that will challenge trespassers or undesired acts in their space. Provide and maintain amenities located in common area. People will use them and will have a stake in maintaining them. • Access control: Identify the positive or negative effect of a project's surrounding properties. Access control from surrounding properties can be done several ways. The general concept for this project raises some concerns for police services. Most of them relate to traffic flow, both pedestrian and vehicular, throughout the project. The overlapping of commercial and residential uses causes some conflicts in public versus private areas. The residential portion of the project indicates a "main street" that goes from Bellina Street to the commercial area. This is a private street that can provide ingress/egress from a public azea, Bellina Street, to a public use area, the storefronts. Yet because it is a "private" street, the residents will have an expectation of having the right to restrict access. Likewise, pedestrian pathways through and around the residential area should be open and inviting. Landscaping and shrubbery should not encroach on pathways or provide secluded pockets that can inivte unwanted activity. Another area of concern is the "open space" azea. This azea is located at the southwest corner of the residential project and adjacent to San Ramon Road, a major traffic thoroughfare. This feature appears to be for recreational use by the residents of the project. The plans also indicate a possible "tot lot." Care should betaken in designing the open space area to ensure that activity from this space does not spill over into the roadway or places anyone in harms way. Conditions Of Approval: • The applicant shall comply with all applicable City of Dublin Residential and Non Residential Security Requirements. • Addressing and building numbers shall be visible from the approaches to the buildings. • All entrances to the commercial azea parking shall be posted with appropriate signs per Sec. 22658(a) of the California Vehicle Code, to assist in removing vehicles at the property owner's/manager's request. • CC&R's for the residential portion of the project will include posting of private street areas in accordance with California Vehicle Code Section 22658, sections 1 and 2. Fire lanes will also be posted in acwrdance with California Vehicle Code Section 22500.1. • The applicant shall submit a final lighting plan for approval by the Dublin Police. Lighting fixtures shall be of a vandal resistant type • The applicant shall keep the site clear of graffiti vandalism on a regular and continuous basis at all times. Graffiti resistant materials should be used. • The applicant shall work with the Dublin Police on an ongoing basis to establish an effective theft prevention and security program. • There shall be delineation between the residential and commercial. This can be accomplished with fixed or perceived barriers such as fences or landscaping. • Primary living areas and windows of individual units should be focused for observation of common use areas; adjacent units, recreational areas, and child play areas to provide for self-policing and a sense of community. • The perimeter of the site shall be fenced during construction, and security lighting and patrols shall be employed as necessary. { ALAMEDA COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT 5997 PARKSIDE DRIVE ~ PLEASANTON, CALIFORNIA 94588-5127 ~ PHONE )92S) 484-2800 Fax (925) 462-3914 March 26, 2004 Ms. Jeri Ram, Planning Manager Community Development Departrnent City of Dublin 100 Civic Plaza Dublin, CA 94568 Re: Mitigated Negative Declaration/Initial Study for San Ramon Village Plaza, Dear Ms. Ram: Zone 7 has reviewed the referenced CEQA documents in the context of our mission to provide drinking water, non-potable water for agriculture and irrigated turf; flood protection, and groundwater and stream management in the Livermore-Amador Valley. Enclosed for your reference is Zone 7's letter dated January 23, 2004, to Ms. Deborah Ungo-McCormick regazding a previous Zone 7 review of this development. Our comments include the following: In reference to page 5 of the Initial Study, Item 10, "Other public agencies whose approval is required," the State Water Resources Control Board (SWRCB) should be listed as an agency whose approval is required for this project. The SWRCB requires that a General Construction Activities Stormwater NPDES Permit be obtained for construction activity that results in the disturbance of an acre or more of land, and a stormwater pollution prevention plan (SWPPP) must be developed and implemented for the site covered by the General Permit. In reference to pagc 25 of the Initial Study, Paragraph 9, Land Usc Planting, the discussion mentioned utilizing a Zone 7 flood control facility and Bellina Street to separate the existing low density residential uses from the project's proposed high-density residential uses. We reiterate our request from the January 23 letter for an access easement along the north side of the channel, or a 20-foot wide access easement through a private street neaz the southeast comer of the parcel. As also mentioned in the January 23 letter, the proposed plan does not provide any vehicle access from the north or south banks of the channel to allow routine inspection or maintenance. An existing access gate in the southeast comer of the development is presently used to access the channel for maintenance purposes. Continued access to this gate is necessary for Zone 7 to maintain its facility. RECEIVE® MAR 2 9 2004 DUBLIN PLANNING Ms. Jeri Ram • March 26, 2004 Page 2 We appreciate the opportunity to comment on this document. Please feel free to contact me at (925) 484-2600, ext. 400, jhoren@zone7water.com, or Jack Fong at ext. 245, jfong@zone7water.com, if you have any questions or comments. Sincerely, Jim Horen Principal Engineer Advance Planning JPH:JF:arr/jr cc: Deborah Ungo-McCormick, Contract Planner (w/enc.) Ed Cummings, Zone 7 (w/o enc.) John Mahoney, Zone 7 (w/o enc.) Joe Seto, Zone 7 (w/o enc.) John Koltz, Zone 7 (w/o enc.) Mona Olmsted, Zone 7 (w/o enc.) Jack Fong, Zone 7 (w/o enc.) PAdvpIn~EOARefe~ISSanRamonVllagePlazaCenter •1 ~' ALAMEDA COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT 5997 PARKSIDE DRIVE ~ PLEASANTON, CALIFORNIA 94588-5127 ~ PHONE (925( 464-2600 Fnz (925) 462-3914 January 23, 2004 Ms. Deborah Ungo-McCormick, Contract Planner Planning Department City of Dublin 100 Civic Plaza Dublin, CA 94568 SUBJECT: San Ramon Village Plaza -Tract 7437, (PA#02-063), Acosta Blvd. and San Ramon Road, Duh/in Zone 7 Referral No. 04-001 Dear Ms. Ungo-McCormick: This letter is in response to your referral dated January 9, 2004, regarding the aforementioned project. We offer comments in the following specific areas of interest: Water Supply: There are no existing or proposed future Zone 7 water supply facilities at the project site. Please contact Jaime Rios at extension 407 if you have any questions regarding water supply issues. Groundwater Management: Our records indicate there are no water wells or monitoring wells located within the project boundaries. If any wells are found within the project limits, they should be reported to Zone 7. All unused or "abandoned" wells must be properly destroyed, or a signed "Statement of Future Well Use" must be filed at Zone 7 if there are plans to use the well in the future. Any planned new well, soil boring or well destruction must be permitted by Zone 7 before starting the work. There are no fees for the Zone 7 drilling permits. Well permit applications can be obtained by contacting Wyman Hong at extension 235 or can be downloaded from our web site at www.zone7water.com. Flood Control: Zone 7 has a Flood Control facility, Line J-1, which runs along the southeast section of the pazcel from Bellina Street to Interstate 680. The improvement plans should show the channel location, as well as across-section of the channel butted up against the property. Under the current proposed plan, there is no vehicle access from the north or south banks of the channel. In the past, the existing pazking lot was utilized to access the north bank of the channel for normal and emergency maintenance work. Access was through an existing three-foot wide pedestrian gate located in the southeast comer of the parcel. Zone 7 requests [hat an access easement be REn~ at one of two locations: 1) a 20-foot wide access easement along the north side of the JAN 2 6 2004 DUBLIN PLANNING •1 Ms. Deborah Ungo-McCormick, Contract Planner Community Development Department City of Dublin January 23, 2004 Page 2 channel be provided (southeast border), or 2) a 20-foot wide access easement through the private street toward the southeast corner of the parcel. The access easement would typically be utilized for routine maintenance and inspections. Maintenance of the channel is performed by manual labor, as heavy equipment cannot be utilized. Failure to provide an access easement will prohibit Zone 7 from adequately maintaining the facility. Please note on Sheet L-1, that an existing Zone 7 chain-link fence should be shown. The property lines and distances should be depicted in across-section view. The grading should be at least a three percent (3%) slope away from the channel. Please also note that the proposed wrought iron fence does not meet Zone 7 standards. If the fencing varies from Zone 7's standazd fence of 6-feet high, black, vinyl coated fencing, then Zone 7 will not be responsible for the maintenance of the fence. Mitigation for the creation of new impervious areas within the Livermore-Amador Valley is addressed through the collection of Special Drainage Area 7-1 (SDA) drainage fees. Drainage fees are collected by the governing agency for new roads (upon application for approval of vesting tentative or final map) and buildings, driveways, etc. (upon application for building permit). Fees maybe due, dependent on pre-project conditions, and whether or not the new project proposes to add more impervious area than what was already there. Please contact Craig Mayfield at extension 240 if you have any questions regarding Flood Control comments. For future submittals at this location, please refer to Zone 7 Referral No. 04-001. If you have any questions, please do not hesitate to contact the person identified per secticn comments or me at extension 249. Ve truly yours, . ~ y~ . ~- J hn . Koltz Se ' r Engineer Advance Planning JKK:jr cc: Clayton Borchers, Zone 7, Flood Control Craig Mayfield, Zone 7, Flood Control P: IFIoodlRejerra1s104-001 Snn Ramon Village Plaza, Bancor Acosta Site.doc .. AIAMEDA COUMY CONGESTION MANAGEMENT AGENCY 1333 BROADWAY, SUITE 220 • OAKLAND, CA 94612 • PHONE: (510) 836-2560 • FAX: (510) 836-2185 E-rnAiL: mail®accma.ra.gov • WEB SITE: accma.ra.gov AC Trenaa aecar Paaaha Peas wameEa COUmy sapertisas Gaa Sneie soon Naaearn CNy W AlamaAa Mara Clry Df weeny Mara PWPr 1liaaam BaBT Nrn r~ai7ema Diecla PNa Sayaer cny or Berkeley cnnrArnemoa waMmgim City at DuAlin Coxamemaer Geapa a. Lka Clry of Emeryv0la caMmemea Naa Wds Gry al Fromam Maras Gus MmLmn Gry m xayware Mapr Rooab cooper Cary of Livermore ian Vargas Cay of Newark Vice Map Lu¢ Freres Clry of DaklanC Qaavrmanaa tarry Rea City al PleEmom Carcirrarnan Jetl wales city of Pleasaman fAVOe9in Motor Tom Pim city of San LBanEre $IdRa Yoana Ciry al Unlon Clry Mark Green Fsacullva Director Desna R. Fay February 27, 2003 Ms. Deborah Ungo-McCormick Planning Department City of Dublin 100 Civic Plaza Dublin, CA 94568 SUBJECT: Comments on GPA 02-063 Tassajara Creek III in the City of Dublin Dear Ms. Ungo-McCormick: Thank you for the opportunity to comment on the City of Dublin's General Plan Amendment to convert 3.15 acres from Retail/Office to Medium-High Density Residential. The site is bounded by 1-680 to the east, Bellina Street to the south, San Ramon Road to the west and Alcosta Boulevard to the north. Based on our. review of the GPA, the ACCMA has no comment because the project does not appear to meet the Tier 1 requirements; therefore, it is exempt from the Land Use Analysis Program of the CMP. Once again, thank you for the opportunity to comment. Please do not hesitate to contact me if you require additional information. I can be reached at 510/836-2560 ext. l3. Sincerely, (,~~-~ Beth Walukas Senior Transportation Planner cc: file: CMP -Environmental Review Opinions -Responses - 2003 ak,,.. - -.. .,. ..' .. -r.~ r 1. RECEIVED FEB 2 3 2003 NIUBLIN PLANNING ~~~~°° -ee/s ~ Livermore Amador Valley Tronsit Authority February 26, 2003 Planning Department Attn: Ms. Deborah Ungo-McCormick 100 Civic Plaza Dublin, CA 94568 RE: San Ramon Village Plaza (PA 02-063) Dear Ms. Ungo-McCormick: Thank you for the opportunity to comment on the above referenced development. This project would entail the construction of 55 residential units in a townhome-type configuration on a piece of property being partially redeveloped from other uses. It is located southeast of the San Ramon Road/ Alcosta Boulevard intersection in Dublin. The County Connection provides service north of the property via its route 121, which operates seven days a week between the Dublin/ Pleasanton BART station - thm San Ramon -and the Walnut Creek BART station. WHEELS routes 3 and 4 operate in the general area, but do not serve this particulaz portion -partially because of the lack of safe stop locations along San Ramon Road. With the addition of stops along this arterial, LAVTA would be better able to consider route options that are more direct and less neighborhood-intrusive than the current setup. LAVTA would like to request that a safe stop be provided along the development's frontage onto San Ramon Road. Ideally, this would involve a pullout or a shared transition lane immediately north of the Bellina Street intersection. If right-of--way dimensions permit, a separate concrete pad to accom- modate afuture bench or shelter would be valuable as well. The proposed shared parking along with a low required pazking ratio represents not only good land- use practice, but also helps tum the emphasis away from exclusive automobile access to other modes of transportation. The incorporation of a bus stop would be a logical extension of this policy. Yow consulting with us on this project is highly appreciated. Thank you for allowing us to work with you to ensure that new developments include a safe, attractive infrastructure for users of public trans- portation in ow community. Sincerely, - 1 t/~U~ Cyrus Sheik Transit Planner aE~EIVED EB 2 g 2003 ~nr tN PLANNING 1362 Rutan Court, Suite 100 Livermore, California 94550 (925) 455-7555 fax (925) 443-1375 www.wheelsbus.com c~~~ snN,~~~ . PROJECT APPROVAL CONDITIONS TO: City of Dublin Planning Department Attn: Deborah Ungo-McCormick FROM: Dublin San Ramon Services District Reviewed by: Rudy Portugal SUBJECT: DATE: February 18, 2003 Listed below are standard conditions of approval to be included when approval of the project cited above is being considered. Standard conditions that are checked should be incorporated into the final conditions of approval, along with any special conditions that are listed under the "Special Conditions" subheading which follows the Standard Conditions. DSRSD will appreciate [he opportunity [o review [he Final Conditions of Approval prepared by the City prior to project approval. Standard Conditions 1. Prior to issuance of. any building permit, complete improvement plans shall be submitted to DSRSD that conform to'the requirements of the Dublin San Ramon Services District Code, the DSRSD "Standard Procedures, Specifications and Drawings for Design and Installation of Water and Wastewater Facilities", all applicable DSRSD Master Plans and all DSRSD policies. / 2. All mains shall be sized to provide sufficient capacity to accommodate future flow demands in addition [o each development project's demand. Layout and sizing of mains shall be in conformance with DSRSD utility master planning. 3. Sewers shall be designed to operate by gravity flow to DSRSD's existing sanitary sewer system. Pumping of sewage is discouraged and may only be allowed under extreme circumstances following a case by case review with DSRSD staff. Any pumping station will require specific review and approval by DSRSD of preliminary design reports, design criteria, and final plans and specifications. The DSRSD reserves the right to require payment of present worth 20 year maintenance costs as well as other conditions within a separate agreement with the applicant for any project that requires a pumping station. 4. Domestic and fire protection waterline systems for Tracts or Commercial Developments shall be designed to be looped or interconnected to avoid dead end sections in accordance with requirements of the DSRSD Standazd Specifications and sound engineering practice. • / 5. DSRSD' policy requires public water and sewer lines fo be located• in public - streets rather than in off-street locations to the fullest extent possible. If unavoidable, then public sewer or water easements must be established over the RECEIVED alignment of each public sewer or water line in an off-street or private street FEB 1 9 2003 location to provide access for future maintenance and/or replacement. a:~ENGDFPIVCOA~Bmmr Alcostu-Tract ]d3].DOC DUBLIN PLANNING ,, Project Approval Conditions Page 2 of 2 6. Prior to approval by the City of a grading permit or a site development permit, the locations and widths of all proposed easement dedications for water and sewer lines shall be submitted to and approved by DSRSD. 7. All easement dedications for DSRSD facilities shall be by sepazate instrument irrevocably offered to DSRSD or by offer of dedication on the Final Map. 8. Prior to approval by the City for Recordation, the Final Map shall be submitted to and approved by DSRSD for easement locations, widths, and restrictions. ~ 9. Prior t0 15SUance by the City of any Building Permit or Construction Perini[ by the Dublin San Ramon Services District whichever comes first, all utility connection fees, plan checking fees, inspection fees, connection fees, and fees associated with a wastewater discharge permit shall be paid to DSRSD in accordance with the rates and schedules established in the DSRSD Code. / 10. Prior to issuance by the City of any Building Permit, or any Construction Permit by the Dublin San Ramon Services District, whichever comes first, all improvement plans for DSRSD facilities shall be signed by the District Engineer. Each drawing of improvement plans shall contain a signature block for the District Engineer indicating approval of the sanitary sewer or water facilities shown. Prior to approval by the District Engineer, the applicant shall pay all required DSRSD fees, and provide an engineer's estimate of conswction costs for [he sewer and water systems, a performance bond, aone-year maintenance bond, and a comprehensive general liability insurance policy in the amounts and forms that are acceptable to DSRSD. The applicant shall allow at least 15 working days for final improvement drawing review by DSRSD before signature by the District Engineer. / 11. No sewer line or waterline construction shall be permitted unless the proper utility conswction permit has been issued by DSRSD. A conswction permit will only be issued after all of the items in Condition 9 have been satisfied. 12. The applicant shall hold DSRSD, its Board of Directors, commissions, employees, and agents of DSRSD harmless and indemnify and defend the same from any litigation, claims, or fines resulting from the construction and completion of the project. 13. Improvement plans shall include recycled water improvements as required by DSRSD. Services for landscape irrigation shall connect to recycled water mains. Applicant must obtain a copy of the DSRSD Recycled Water Use Guidelines and conform to the requirements therein. Special Conditions 1. Sanitary sewer capacity rights run with the land. The property being subdivided (or pazceled) has previously been allocated sewer capacity rights. Prior to issuance of any conswction permits or building permits, whichever occurs first, the property owner shall submit a written notice to the District indicating the reallocation of the existing sewer capacity rights to the newly created lots or parcels. Thank you for [he opportunity to comment. Should you have any questions concerning the above, please contact Rudy Portugal at (925) 875-2251. a.~ENGDFiPI`COA~Bercor Alcona -Tin ]63].DOC .~ 1 CITY OF DUBLIN Publie Works Department 100 Civic Plaza, Dublin, California 94568 MEMORANDUM DATE: January 17, 2003 TO: Ray Kuzbari FROM: Michael Stella~~ SUBJECT: Traffic and Parking Study Request for Proposal BancorProperties LLC- GPA/SPA, Stage 1 &'2 PD Rezone, VTTM, and SDR San Ramon Village Plaza Southeast corner of San Ramon Road at Alcosta Boulevard Finance Control Number 606 Please obtain a proposal from one of the City's transportation consultants to prepare a Traffic and Parking Study to analyze potential impacts from the proposed Bancor Properties LLC project at the southeast corner of San Ramon Road at Alcosta Boulevard. Note that all internal streets and drive aisles will be private. Refer to the. attached application letter dated 1/14/03, base map/plans by Carton Barbee & Gibson, and architectural drawings by Dahlin Group for information about the project. The plans and project description are still fairly schematic, but should yield enough information to obtain a proposal. More information will be forwarded as it becomes available from the developer. Speak with the Project Planner, Deborah Ungo-McCormick (ph. 408-297-8763), with assistance from Patricia Jeffery (ph. 510-985-1784) if you have any questions. Paul Kruger will managing this project for Public Works. Before authorizing the consultant to proceed, we should assure that adequate funds exist in the account for Finance Control Number 606, and that the developer agrees with the proposed scope-of-work, cost, and schedule. Attachments Cc: Deborah Ungo-McCormick, Consulting Planner Paul Kruger, Consulting Engineer G:\DEVELOP\BancorWcosta-San RamonMemo to ray.doc BANGOR PROPERTIES LLC January 14, 2003 Ms. Jeri Ram, Planning Manager City of Dublin 100 Civic Plaza Dublin, CA 94568 JAN 16 2003 ~UBLiC WO~t~(g Re: Request to Antend the General Plan Alcosta Blvd./San Ramon Road, APN 941-0164-001-04 & 941-0164-003-03 San Ramon Village Plaza, Dublir:, California Dear Ms Ram: Bancor Properties is providing additional information as requested by the City of Dublin staff at our November 21 s` meeting. Please utilize this information to process our request for an amendment to the General Plan that would allow for the development of a traditional urban style neighborhood at the subject properties. The proposed project includes the construction of a pedestrian oriented residential neighborhood and the remodel and revitalization of a worn and underutilized commercial retail center. Project Summary Richard and Pamela Corbett, members of Bancor Properties LLC recently purchased "Parcels A and B" of the attached Base Map. Bancor Properties has an option to purchase the remainder of property, "Parcel C". The proposed project will feature distinct architecture, awell-landscaped project entry on Bellina Street, and a formal main street through the middle of the project between Bellina Street and Alcosta Boulevard. The main street includes two rows of "walk up" style townhouse units and a:vibrantly remodeled retail center. As generally depicted on the included Base Map, the proposed project includes approximately 14,500 SF of commercial space on the 1.53 acre "Parcel A" and 55 townhouse units on the 3.1- acre "Parcels B and C". Alcosta Boulevard, San Ramon Road, Bellina Street and I-680 bound the project. Bancor Properties intends to revitalize this northern gateway into Dublin by creating a vibrant, high quality, neighborhood. The new neighborhood is proposed on an aging commercial center, which currently includes 48,400 square feet of building floor area and an asphalt parking lot containing approximately 255 parking spaces. Over 9$% of tl~e center is covered with , impermeable surfaces, i.e. roofs, concrete walks, and asphalt parking lot. The center includes a 27,000 SF grocery store (now a furniture store), 7540 SF of full service and convenience eating establishments, and 13,860 SF. of general neighborhood retail. FiECElVEd 1 4 5 9 F I 'R. S T . S T R E E T .L I V E R M O. R E C A 9 45 5 0 P H (9 2 5) 4 5 5- 1 0 7 2 FAX . (9 2 5) ' 4.5 5- 1 4 3 .6 :` ..~' Ms.Jeri Ram ~ !/!4/1003 Page 1 oj3 Our proposed project would retain 14,500 SF of commercial space, with approximately 5500 SF of full service and convenience eating establishments, 9000 SF of neighborhood retail, and 55 townhouse units. The retail portion of the proposed project includes 78-parking spaces. The proposed townhouse, project includes 110-attached garage parking spaces (2/unit), 19-internal guest parking spaces, 8-"on-street" guest parking spaces on Bellina Street, and 6-"joint-use" parking spaces in ttte parking lot fronting the residential units. Retail Our goal is to create a vibrant and sustainable village that provides convenient services within walking distance of the residents; ultimately reducing the amount o7`vehicular trips generated by the new neighborhood and provides destination retail for the sun•ounding neighborhoods. Currently, there are several successful businesses located at the site. Currently, there is a pizza parlor, nail salon, and a liquor store that are successful. The remaining tenants are moderately successful, and we hope to help them become more profitable by improving the overall appearance of the site, improving the signage, and providing a larger customer base by providing housing adjacent to the retail center. We also hope to attract new tenants who would add to the success and viability of the center. Townhouses The proposed neighborhood will also include approximately 55 "Georgetown, walk-up style" townhouses on t(te remaining 3.1-acres. The density of the townhouse neighborhood is approximately 17.5 units per acre. The unit types will include a 1550-square foot, three- bedroont unit and a 1735-square foot, four-bedroom unit. The units will be split-level 3-story building, with two-car garages accessed front a driveway in the rear of the buildings. The project will include additional guest parking within the project on the private streets and along Bellina Street. TI\e parking ratio will be approximately 2.5 spaces per unit. Affordability Of the proposed residential units, approximately seven units or twelve and one-half percent (12.5%) of the total units, will be sold at below market rates, as required in the City's newly adopted ordinance. The remainder of the units will be sold at market rate. The proposed townhouse units, even at market rates, are relatively more affordable than most of the new housing product provided in today's market. Enviroument The site is located at the center of Dublin and is surrounded by public streets with retail to the north and northwest, residential to the west and south, and a freeway to the east. The most obvious environmental concerns are the noise generated from the freeway and San Ramon Boulevard, and the interface between the retail and the residential. The orientation of the units is utilized to help minimize these impacts and we anticipate that the sound wall along the freeway will have to be extended to the north. c:\mydocumcnt\projects\paknsave\agcncies\City of Dublin SRVP 1.14.03.doc Ms.Jeri Rmn ,~ 1/I4/1003 Page 3 oj3 A new driveway approach is proposed on San Ramon Road near the Shell station to accommodate the retail portion of the project and also Shell's desire to upgrade their facility. Currently, the abutter's rights have been relinquished along the San Ramon Road frontage, and we are requesting the City remove the restriction to allow for the entrance. The homeowner's association will privately maintain all residential building exteriors, internal streets and driveways, some utilities, and the landscaping. CC&R's will address maintenance and issues relating to ingress and egress between the retail and residential portions of the neighborhood. Approvals / The project requires a General Plan Amendment, PD Zoning, Planned Development I & lI, Tentative Tract Map, and Final Tract Map. Bancor will coordinate with City staff to obtain the appropriate approvals required to develop.this unique mixed-use project. Canck~sion This mixed residential/commercial neighborhood village will create a project with character, ambience, and most importantly, long term viability to an important gateway into the City of Dublin. A completed application with the requested deposit and agreement was submitted on November 13, 2002. Hopefully, this additional information is sufficient to continue with the initial studies for the General Plan Amendment. We intend to fine tune our program and site plan for the project in the following two weeks and once completed, we will submit a formal application for the remaining entitlements. If you have any questions or would like to discuss the project further, please do not hesitate to give me a call. Sincerely, Michael Banducci President Attachments: Base Plan Proposed Site Plan Preliminary Townhouse Elevations Preliminary Retail Elevations cc: Deborah Ungo-McCormick, City Plamring Consultant (w/attachments) Michael.Stella- :Engineering (w/attachments), , c:Mydocumen0projects\paknsave\agencies\City of Du61in SRVP 1.14.03.doc CITY OF DUBLIN 100 Civic Plaza, Dublin, California 94568 Website: http://v,~ww.ci.dublin.ca.us APPLICATION REFERRAL LETTER (PRCI Date: February 13, 2003 Planning Application #: PA#02-063 - Bancor Alcosta Site ProjecUSite Address: San Ramon Village Plaza - Alcosta & San Ramon Blvd. Assessor Parcel: 941-0164-001-04 & 941-0164-003-03 TO: Gregory Shreeve, Building Official Michael Stella, Civil Engineer Ed Laudani, ACFD Rose Macias, Police Services Rhodos N. Biagtan, DSRSD David Babcock, Consulting Architect Diane I.owart, Parks and Recreation FROM: Deborah Ungo-McCormick, Contract Planner PROJECT DESCRIPTION: Attached for your review and comment is a General Plan Amendment, Planned Development Rezone, Site Development Permit and Tentative Map application for approximately 4.62 acres of land within the Dublin General Plan area. There are four components to the project application that are as follows: 1. General Plan Amendment from RetaiUOffice to Medium-High Density Residential on 3.15 acres. 2. Planned Development Rezone and Stage 2 Development Plan to establish permitted, conditionally pernitted and accessory uses, development standards and any other information necessary for the review of the proposed project. 3. Site Development Permit to ensure that the propose project is consistent with development regulations and requirements of the PD/Stages 2 Development Plan. 4. Vesting Tentative Map for subdivision of 4.62 acres into two lots. THE PROPOSED PROJECT PLANS ARE ATTACHED FOR YOUR REVIEW A ProjeM Review Committee meeting has been scheduled for Thursday, March 6, at 10:00 a.m. Please plan on attending that meeting. Written comments and conditions would be appreciated prior to or at that time. You may forward any issues to the Planning Department, Atm: Deborah Ungo- McCormick prior to the meeting or contact me @ (408) 297-8763. For your convenience, if you will not be making any comments or sending any conditions of approval, please note such below and return this sheet back to me: ^ I do not have any Comments or Conditions of Approval to submit on this project (name and department/agency) Area Code (925) City Manager 833-6650 City Council 833-6650 Personnel 833-6605 Economic Development 833-6650 Finance 833-6640 Public Works/Engineering 833-6630 Parks & Community Services 833-6645 Police 833-6670 Planning/Code Enforcement 833-6670 Building Inspection 833-6620 Fire Prevention Bureau 833-6606 Printed on Recycled Paper VICINITY MAP RE~EIVE® '= c B 0 7 2003 NOT TO ,SCALE '7L,sL.IN PL.anlmlr~c DATE: JANUARY, 2003 Carlson, Barbee, & Gibson, Inc. ~~oZ~C~3 qNL ENgNEERS SURVEYORS . ~ PLANNERS 2603 CAMINO RAMON, SUITE 100 SAN RAMON, CALIFORNIA 94583 TELEPHONE: (925) 866-0322 FAX: (925) 866-8575 c: /i»4/acAO/na~PD_vr~.Dx~ SAN RAMON VILLAGE PLAZA Supplemental Application Information I. 1NITIAL STUDY (ENVIRONMENTAL INFORMATION FORM -PART I) Project Description The proposed project is on 3.15 acres located at the northwest corner of Bellina Street and San Ramon Road near the Alcosta Intersection in Dublin. Currently, the property includes approximately 48,400 SF of underutilized retail and parking lot. Bancor Properties is proposing to raze approximately 34,000 SF of the building and adjacent pazking lot in order to construct 55 "Walk-rip" style townhouse units. Under a separate application, Bancor is coordinating the remodeling of the remaining retail center (14,450 SF). The remodel is being designed to compliment the residential project and create a village type neighborhood. The townhouses will be 3 and 4 bedroom homes ranging in size between 1600 and 1700 SF. It is our intention to begin demolition, grading, and construction soon after receiving final approvals from the City. Build-out of the project should take eighteen (18) to twenty-four (24) months. Site photographs are included with the submittal package. R. GENERAL PLAN AMENDMENT (GPA) Written Statement a. The current Genera] Plan designation for the subject property is RetaiUOffice. Bancor is proposing to change the GP to Medium-High Density Residential. b. The purpose of the General Plan amendment is to allow for the development of a high quality townhouse project. The townhouses aze a vital component to the creation of small urban village. The residential portion helps support and creates a viable retail center and also serves as a complimentary transition azea between the retail and the existing single-family residential.neighborhood to the south. c. The General Plan amendment will allow for the revitalization of a main gateway into the City. Currently, the wom retail center features a pazking lot &iECEIVE6 that parks more abandon cazs than customers a majority of the time. Our goal DEB 0 7 2003 is to create a vibrant village neighborhood, which conveys a positive first impression as you enter Dublin. !'~PJBLIN PLANNING pA-o?~3 d. The project meets many of the guiding policies of the Housing Element. Specifically, the General Plan promotes designating sites for mixed-use that includes both the RetaiUOffice and Medium-High Density Residential where services are available, the use supports itself, proper roadways and roadway capacities aze available, and mixed-use would be compatible with adjacent land uses. The proposed project meets all these objectives and is a perfect property for the mixed-use designation as defined in Section 2.2.5 of the GP. The project is located across the street from a Wheels bus service, and is adjacent to a Class I Bike Route. Sound studies will be performed on the site and noise will be mitigated where feasible to reach the levels indicated on Table 9.1: Land Use Compatibility for Community Noise Environments. e. The project was designed to be compatible with the surrounding environment. The design of the houses places all the garages in allies at the reaz of the units thereby reducing the visibility of the garage doors as much as possible. The view from the retail center and the adjacent neighborhood to the south will have view of the buildings "best" side, which includes detailed architecture and traditional row house appearance. The "walk-up" style is not only traditional, but in this case serves several purposes. Because the first floor living area is elevated, the design provides additional privacy and a sense of security for the units facing the streets and the retail center. The elevated living area also serves to help mitigated some of the noise exposure from those same areas. Bellina Street and the storm drainage canal separate the residential neighborhood to the south from the project. Additionally, the rears of the existing houses face Bellina Street and the canal. f. The property is located adjacent to commercial uses, two arterial roads and the freeway. A higher density residential project is more conducive to this type of environment.than asingle-family neighborhood. The site is covered with 95% impermeable surface (asphalt, concrete walks, and roof tops), and the proposed project will decrease the storm runoff. g. A portion of the property contained a dry cleaner, which did cause some minor contamination under the building just below the surface. The site will be cleaned up to meet government regulations for residential neighborhoods. Besides that, the site appears to be clean. III. PLANNED DEVELOPMENT ZONING DISTRICT, STAGE 1 DEVELOPMENT PLAN Findin¢ Statement a. The project was designed to be compatible with the surrounding environment. The design of the houses places all the garages in allies at the rear of the units thereby reducing the visibility of the gazage doors as much as possible. The view from the Tetail center and the adjacent neighborhood to the south will have views of the buildings "best" side, which includes detailed architecture • C~ and traditional row house appearance. The "walls-up" style is not only traditional, but in this case serves several purposes. Because the first floor living area is elevated, the design provides additional privacy and a sense of security for the units facing the streets and the retail center. The elevated living azea also serves to help mitigated some of the noise exposure from those same azeas. Bellina Street and the storm drainage canal separate the residential neighborhood to the south from the project. Additionally, the rears of the existing houses face Bellina Street and the canal. b. The property is located adjacent to commercial uses, two arterial roads and the freeway. A higher density residential project is more conducive to this type of environment, than asingle-family.neighborhood. The site is covered with 95% impermeable surface, and the proposed project will decrease the storm runoff. c. The project will not adversely affect the. health or safety of persons residing or working in the vicinity, or be detrimental to the public health, safety and welfare. d. The General Plan is being amended simultaneously with this application to allow for this development and the proposed project will be consistent with the elements of the General Plan upon approvals for the project. e. The Planned Development Zoning will allow for the development of an urban village style neighborhood, which includes smaller setbacks, intimate driveways, pedestrian oriented pathways, and a design which orientates the garages at the rear of the units to bring the living areas and people towards the community and not the automobile. The residential aspect of the project is being coordinated with the redevelopment of the retail center to create a compatible neighborhood, which promotes the villager to walk to the local shop or restaurant. Written Statement a. The following uses are permitted: 1. Permitted Uses. A. Single-family, group single-family, duplex, multiple-family dwelling units. B. Home occupations and off-street parking lots appurtenant to any permitted use or when appurtenant and adjacent to any C-N district. C. Accessory uses and structures appurtenant to any permitted use, except home occupations. 1• • 2. Conditional Uses: Tlie following uses may be permitted subject to approval of a conditional use'periitit: A. Public and quasi-public uses, fraternal and social halls.. B. Sma11 family day caze up to eight (8) students. 3. Accessory Uses: The following Accessory Uses may be pemiltted in this PD District: a. Private swimming pools, exclusively for the use of the residents and guests. b. Off-street pazking as related to any permitted uses. c.. Subdivision sign (Chapter 3-45 LPZC, office, sales office, equipment and material yard. b. Site Area: 3.15 Acres (Gross and Net), Maximum Density: 25 du/ac, Minimum Density: 14 du/ac, Actual Density: 17.5 du/ac. c. Inclusionary Housing Requirement: Currently, Bancor intends to construct . the required affordable units on site per the Inclusionary Zoning Regulations. As an alternative, Bancor would like to reserve the option of constructing the affordable units at an off-site project allowed under 8.68.040.B of the Zoning Ordinance. Specifically, Bancor is currently processing amixed-use project in Dublin at the former Pak `n Save property where the required affordable housing will also be constructed on site. Because of the sites proximity to the BART station, several other modes of mass transit, the availability of jobs on site and within wallcing distance, this alternative site appears to be the ideal location for additional affordable housing. Additionally, the site could easily absorb another seven (7) units. d. Bancor is requesting that two phases aze approved for the project. Phase 1 of the project includes 41 units and Phase 2 includes TS units. The phasing gives us additional time to work with the tenants, in the portion of the building that is going to be razed, to find an alternative location either within the remodeled center or at an off-site location. e. A portion of the property contained a dry cleaner, which did cause some minor contamination under the building just below the surface. The site will be cleaned up to meet government regulations for residential neighborhoods. Besides that, the site appears to be clean. N. PLANNED DEVELOPMENT ZONING DISTRICT, STAGE 2 DEVELOPMENT PLAN AND SITE DEVELOPMENT REVIEW (SDR) Finding Statement a. The project was designed to be compatible with the surrounding environment. The design of the houses places all the garages in alley in the rear of the units r~ thereby reducing the visibility of the,garage doors as much as possible. The view from the retail center and the adjacent neighborhood to the south will have view of the buildings "best" side, which includes detailed architecture and traditional row house appearance. The "walk-up" style is not only traditional, but in this case serves several purposes. Because the fast floor living area is elevated, the design provides additional privacy and a sense of security for the units facing the streets and the retail center. The elevated living area also serves to help mitigated some of the noise exposure from those same areas. Bellina Street and the storm drainage canal separate the residential neighborhood to the south from the project. Additionally, the rears of the existing houses face Bellina Street and the canal. b. The property is located adjacent to commercial uses, two arterial roads and the freeway. A higher density residential project is more conducive to this type of environment than asingle-family neighborhood. The site is covered with 95% impermeable surface, and the proposed project will decrease the storm runoff. c. The project will not adversely affect the health or safety of persons residing or working in the vicinity, or be detrimental to the public health, safety and welfaze. d. The General Plan is being amended simultaneously with this application to allow for this development and the proposed project will be consistent with the elements of the General Plan upon approvals for the project. e. The Planned Development Zoning will allow for the development of an urban village style neighborhood, which includes smaller setbacks, intimate driveways, pedestrian oriented pathways, and a design which orientates the garages at the reaz.of the units to bring the living azeas and people towards the community and not the automobile. The residential aspect of the project is being coordinated with the redevelopment of the retail center to create a compatible neighborhood, which promotes the villager to walk to the local shop or restaurant. £ The project and application will follow the procedure for the "Site Development Review" process with the information provided above. Planned Development Zoning District a. N/A- Processing Phase 1 simultaneously. b. Proposed Uses: 1. Permitted Uses. A. Single-family, group single-family, duplex, multiple-family dwelling units. B. Home occupations and off-street parking lots appurtenant to any permitted use or when appurtenant and adjacent to any C-N district. • C~ C. Accessory uses and structures appurtenant to any permitted use, except home occupations. 2. Conditional Uses: The following uses may be permitted subject to approval of a conditional use permit: A. Public and quasi-public uses, fraternal and social halls. B. Small family day care up to eight (8) students. 3. Accessory Uses: The following Accessory Uses may be permitted in this PD District: A. Private swimming pools, exclusively for the use of the residents and guests. B. Off-street parking as related to any permitted uses. C. Subdivision, office, sales office, equipment and material yard. c. Site Area: 3.15 Acres (Gross and Net), Maximum Density: 25 du/ac, Minimum Density: 14 du/ac, Actual Density: 17.5 du/ac. d. Proposed Development.Regulations (to be coordinated with City) 1. Residential Site Requirements. a. Minimum Site Area Required Per Dwelling Unit: 2000 square feet b. Maximum Units per Acre: 25 c. Minimum Site Area: 3.15 acres d. Minimum Building Setbacks: (see below) e. Public Street Frontage. 1. Front: Ten feet. 2. Side: Ten feet. 3. Rear: Ten feet. 4. Stair Landings: Two feet. 5. Porches: Four feet. 6. Elevated decks: Four feet 7. Architectural projections, details and bump outs: Five feet. f. Private Street Frontage. 1. Front: Ten feet. 2. Side: Ten feet. 3. Rear: Zero feet. 4. Stair landings: none. 5. Porches: Two feet. 6. Elevated decks: Three feet. 7. Architectural projections, details and bump outs: Five feet. g. Minimum Yazd, Non-Street Frontage: (Setbacks are from Perimeter Property Lines). 1. Front: Ten feet. 2. Side: Ten feet.. 3. Reaz: Ten feet. 4. Stair Landings: Five feet. 5. Porches: Five feet. 6. Elevated decks: Five feet 7. Architectural projections, details and bump outs: Five feet. h. Minimum Site Width. None i. Maximum Site Coverage. Sixty percent.. j. Minimum Separation between Residential Buildings: Ten feet. k. Maximum Height Limit. 1. Four or more dwellings: three residential stories or forty-five feet; 2. Secondary buildings or accessory structures: three stories or forty- five feet. Off=Street Pazking: 1. TownhouselCondominium: Two stalls for each dwelling unit in the townhouse/condominium development, one of each shall be covered. One additional guest-pazking stall shall be provided for each three dwelling units. 2. Two bedroom units: Two-caz tandem garages. 3. Three bedrooms or more: Two-car standazd garages. 2. Design Standards. San Ramon Village Plaza shall conform to Planned District plus the following additional design standards: b. Minimum Private Street Improvement. Shall be improved with the provision of paving and asix-inch high concrete curb and gutter on each side of the driveway. Improvement shall be in conformance with the City of Livermore Standard Street Section for Traffic Index 4.5. c. Minimum Court Improvement. Shall lie paved with a concrete curbs. d. Minimum Driveway Width. All private streets and courts shall conform to the following minimum requirements: 1. Fifteen feet (15) for one-way driveways that do not have any pazking on the driveway or any access to adjacent pazking, except on divided entry driveways where the minimum is twelve (12) feet. 2. Twenty-four (24) feet for courts serving two units or more. 3. Twenty (20) feet for courts serving two units or less. 4. Twenty (20) feet for two-way driveways that do not have any pazking on the driveway. 5. Eighteen (18) feet shall be added for each row of parking when the driveway includes diagonal or perpendicular parking. 6. Seven feet (7) shall be added for each row of parking when the driveway includes parallel parking. e. Maximum Dwellings Per Building. None. f. Fencing. A fence shall be erected on all property lines common with any planned or existing residential unless it is considered to be portion of San Ramon Village Plaza. A six-foot high solid fence shall be erected adjacent to the commercial azeas. Where the front doors of the units aze oriented towards the front of the retail center, solid fences are prohibited. Where the front doors of the units aze oriented towards the rear parking lot of the retail center, open or solid fences are required. g. Fire Lanes. Fire lanes shall be designated, posted, and recorded as fire lanes and shall at no time be obstructed in a manner that will prohibit vehicular access through the fire lane system. h. Fire Protection Facilities. The developer as required by the city shall install fire protection facilities, including hydrants. i. Landscaping. Open areas shall be landscaped or otherwise maintained in a dust-free and fire-safe condition: Landscaping shall be installed concurrent with the development of the site or any of its stages. j. Maintenance. Provision shall be made for perpetual maintenance of all common open space and facilities, including easements, recreation azeas, yards, sewer lines, storm drains, driveways, building exteriors, parking lots, and similar features, through establishment of a homeowner's association, maintenance assessment district or other method. satisfactory to the city for purposes of securing revenue for such purpose. In addition, any facility deemed by the city to be of direct benefit to the public could be accepted for maintenance by the city upon dedication. k. Lighting. 1. Driveways and Parking Areas: All driveways and common parking azeas shall be illuminated providing adequate light at the driveway and parking lot surface to the approval of the City, and shall be so arranged as to disseminate light uniformly over the . driveway and pazking area surface. 2. Pedestrian Walkways: all pedestrian walkways shall be illuminated providing adequate lighting at all walkway surfaces. k. Sidewalks and Pedestrian Pathways. Sidewalks and pedestrian pathways shall be constructed as follows: 1. They shall be constructed along at least one side of the private streets within the building setback area; and 2. They shall provide access to all building entrances, pazking, and open space areas; and 3. These sidewalks and pathways shall have a minimum unobstructed width of four feet. 3. Open space requirements. a. Usable Open Space. There shall be provided a minimum of 250 squaze feet of usable open space per dwelling unit. For purposes of this section, "usable open space" shall be defined as common or private space, excluding the following: .. 1. Areas devoted to pazking, driveways, and maneuvering azeas with exception of specially designed emergency vehicle access areas. 2. Patios, balconies, or decks less than five feet in their minimum dimension. 3. Maintenance of Open Areas. Open areas, exclusive of required off- streetparking area and developed recreation areas, shall be permanently maintained as landscaped and/or developed common or private recreation azeas. f. The townhouses aze "walk up" style units. See azchitectural renderings. £ Inclusionary Housing Requirement: C~urently, Bancor intends to construct the required affordable units on site per the Inclusionary Zoning Regulations. As an alternative, Bancor would like to reserve the option of constructing the affordable units at an off-site project allowed under 8.68.040.B of the Zoning Ordinance. Specifically, Banco; is currently processing amixed-use project in Dublin at the former Pak `n Save property where the required affordable housing will also be constructed on site. Because of the sites proximity to the BART station, several other modes of mass transit, the availability of jobs on site and within walldng distance, this alternative site appears to be the ideal location for additional affordable housing. Additionally, the site could easily absorb another seven (7) units. g. A portion of the property contained a dry cleaner, which did cause some minor contamination under the building just below the surface. The site will be cleaned up to meet government regulations for residential neighborhoods. Besides that, the site appears to be clean. Site Develoament Review a. The proposed project is for 55 townhouse units. b. N/A c. N/A d. No, the,project provides inherently affordable housing, reduces drainage runoff, redevelops a blighted shopping center, reduces potential traffic by changing the use from retail to residential, increases property value by an estimated $20 Million. e. See project description above. f. The property is located adjacent commercial, two arterial roads and the freeway. A higher density residential project is more conducive to this type of environment, than asingle-family neighborhood. The site is covered with 95% impermeable surface, and the proposed project will decrease the storm runoff. ~~~" CITY OF DUBLIN s/~l ~' /~ _ _ _ __ ~•~;~~~~100 Civic Plaza, Dublin, California 94568 Website: http://www.ci.dublin.ca.us APPLICATION REFERRAL LETTER Date: February 13, 2003 FEB 1 8 2003 PLANNING APPLICATION #: PA#02-063 - Tassajara Creek III B~,: ~~ PROJECT/SITE ADDRESS: San Ramon Village Plaza, Alcosta Blvd @ San Ramon Road ASSESSOR PARCEL: 941-0164-001-04 & 941-0164-003-03 TO: (See attached distribution list) FROM: Deborah Ungo-McCormick, Contract Planner PROJECT DESCRIPTION: Attached for your review and comment is a General Plan Amendment, Planned Development Rezone, Site Development Permit and Tentative Map application for approximately 4.62 acres of land within the Dublin General Plan area. There are four components to the project application that are as follows: 1. General Plan Amendment from Retail/Office to Medium-High Density Residential on 3.15 acres. 2. Planned Development Rezone and Stage 2 Development Plan to establish permitted, conditionally permitted and accessory uses, site area and maximum densities, maximum number of residential units by type and non residential by square footage, development regulations,.architectural standards, circulation system, preliminary landscape plan and any other information necessary for the review of the proposed project. 3. Site Development Permit to ensure that the propose project is consistent with development regulations and requirements of the PD!Stages 2 Development Plan. 4. Vesting Tentative Map for subdivision of 4.62 acres into two lots. THE PROPOSED PROJECT PLANS ARE ATTACIIED FOR YOUR REVIEW Thank you in advance for your comments. Please forward written comments by March 5, 2003 to the City of Dublin, Attn: Deborah Ungo-McCormick, Planning Department, 100 Civic Plaza, Dublin, CA 94568. For your convenience, if you will not be making any comments or sending any conditions of approval, please note such below and return this sheet back to me: I 1/ 1 I do not have any Comments or Conditions of Approval to submit on ~~ this project l~ ~-- CCCCRE1CEgqIV(E1~ff1D (name and department/agency) ArAe~ode 192~j'T~ity Manager 833-6650 City Council 833-6650 Personnel 833-6605 Economic Development 833-6650 DuBF`q@r~~833.6f1jgY~ Puhlic Works/Engineering 833-6630 Parks & Community Services 833-6645 Police 633-6670 LIIV Y aAnnNiln~lg1/c;ode Enforcement 833-6610 Building Inspection 833-6620 Fire Prevention Bureau 633-6606 Printed on Recycled Paper Ba11~Properties - Alcosta & San Ramon Bl. Distribution List AT&T Cable Atm: Tom Baker Regional Water Quality Control Board 2333 Nissen 510-622-5684 (Fax:510-622.2501) Livermore, CA 94550 mlzQrb2swrcb.ca.gov 1515 Clay Street, Suite 1400 Congestion Management Agency (CMA) Oakland, CA 94612 510-836-2560 (Faz: 510-836-2185) Attn: Myriam L Zech 1333 Broadway, Suite 220 Oakland, CA 94612 Atm: Jean Hart Dublin Unified School District 925-825-2551 (Fax: 925-829-6532) 7471 Lazkdale Ave. Dublin, CA 94568 Atm: John Sugiyama, Superintendent Dublin San Ramon Services District 925-828-0515 (Fax: 925-829-1180) 7051 Dublin Blvd. Dubliq CA 94568 A[m: Bert Michalczyk, General Manager Atm: Dave Requa, Asst. General Manager/District Engineer LAVWMA 925-551-0841 (Fax:925-828-4907) P.O. Box 2945 Dublin, CA 94568 Atm: Vivian Houscn LAVTA (Wheels) 925-055-7555 (Faz: 925-443-1375) 1362 Rutan Ct., Suite 100 Livermore, CA 94550 Attn: Merie DuFrene Pacific Bell 925-823fi63 (Fax 925-867-1049) 2410 Camino Ramon, Rm 350Q San Ramon, CA 94583 Atm: Millie Tabayayon Pacific Gas & Electric 925-373-2602 (Faz:925-373-2650) 998 Murrieta Blvd. Livermore, CA 94550 Attn: Gerry O'Hara Postmaster United States Postal Service 4300 Black Avenue Pleasanton, CA 94566-9998 Zone 7, Alameda County Flood Control & Water Conservation District 925-484-2600 (Fax: 925-462-3914) 5997 Parkside Drive Pleasanton, CA 94566 Atm: Diana Gaines Attn: John Koltz-Planning Referrals BANGOR PROPERTIES LLC February 6, 2003 Ms. Jeri Ram, Planning Manager City of Dublin 100 Civic Plaza Dublin, CA 94568 Re: Submittal for GPA, PD Zoning, TTM, and SDR Alcosta Blvd./San Ramon Road, APN 941-0164-001-04 & 941-0164-003-03 San Ramon Village Plaza, Dublin, California Dear Ms Ram: Bancor Properties respectfully requests the City of Dublin accept our applications for a General Plan Amendment, Planned Development Rezone Phase 1 & 2, Site Development Review, and Tentative Map for our proposed project at San Ramon Village Plaza. Bancor believes this mixed residential/commercial project will create a neighborhood village with character, ambience, and most importantly, long term viability at an important gateway into the City of Dublin. This submittal reflects the information provided in previous correspondences. One aspect that we would like to request further flexibility on is the affordable housing component of the project. Previously, we had stated that we would build all of the affordable units on-site. Now, we would like to propose an alternative that, we believe, would bring additional benefits to the City's Inclusionary Housing program. Bancor would like to reserve the option of constructing the affordable units at an off-site project allowed under 8.68.040.B of the Zoning Ordinance. Specifically, Bancor is currently processing a mixed-use project in Dublin at the former Pak `n Save property where the required affordable housing will also be constructed on-site. Because of the sites proximity to the BART station, several other modes of mass transit, the availability of jobs on site and within walking distance, this alternative site appears to be the ideal location for additional affordable housing. Because of its larger size, the project could easily absorb another seven (7) units. Therefore, Bancor requests the City to allow us to pursue both alternatives, building the units on-site and off-site. If you have any questions or would like to discuss the project further, please do not hesitate to give me a call. RECEIVE® F E B 0 ; 2003 nUBLIN PLANNING 1 4 5 9 FIRST STREET L I V E R M O R E C A 9 4 5 5 0 P~az_~1~'~ PH (9?5) 455-107? FAX (925) 455-1436 Ms.Jeri Ram • • 1/6/2003 page 1 oj2 For your review, we have provided the additional applications and supporting documents required to continue the entitlement process for the redevelopment of San Ramon Village Plaza. Attached are the following documents: 10- Full Size and Reduced Sets of Residential PD Packages 5-Full Size and Reduced Sets of Retail Center PD Packages 1-Set of Colored Site Photographs 1-Completed Planning Application Form 1-Completed General Plan Amendment Application Form I-Completed Authorization Letter from Owners 1-Completed Initial Study Environmental Information Form 1-Completed Stage 1 PD Zoning District Application Form 1-Completed Stage 2 PD Zoning District Application Form 1-Completed °i°~ E~'~OT,hY!C_.._ "~-'-~-t Application Form 1-Copy each Preliminary Title Report for both properties 1-Copy of Soils Report and Supplemental Report 1-Phase 1 Environmental Site Assessment 3-Copies of Additional Aerial Photographs 3-Copies of Tree Disposition Plans 1-Set of Public Notice Envelops 1-Reduced Preliminary Colored Rendering of Retail Center 1-Reduced Preliminary Colored Rendering of Residential Units 1- Copy of Legal Description for residential development area 1-Copy of Bancor to City Letter dated 1/14/03 Bancor has made every effort to submit all the required information at this time. If the City requires additional information or we inadvertently missed an item, please let us know and we will submit the requested information as soon as possible. Thank for your consideration of our submittal and if you have any questions, please contact me at (925)455-1072. Sincerely, Michael Banducci President cc: Deborah Ungo-McCormick, City Planning Consultant Michael Stella- Engineering c:\mydocumen0projects\paknsave\sgencies\City of Dublin SRVP 2.6.03.doc VICINITY MAP RECEIVED FEB 0 7 2003 NOT TO SCALE 'DUBLIN PLANNING DATE: JANUARY, 200.1 U Carlson, Barbee, & Gibson, Inc. ~~oz~~ qNL ENgNEERS SURVEYORS • PLANNERS 2603 CANINO RAMON, SURE 100 SAN RAMON, CALIFORNIA 94583 TELEPHONE: (925) 866-0322 FAX: (925) 866-8575 G: /1114/ACAD/TM\PD_VM.DWG BANGOR PROPERTIES January 7, 2004 t L C Ms. Deborah Ungo-McCormick Contract Planner City of Dublin 100 Civic Plaza Dublin, CA 94568 RECEIVED JAN 8 2004 ~94Z-06~ D L N PLANNING Re: San Ramon Village Plaza 8909 San Ramon Boulevard PA# 02-063 (Genera[ P[m: Amendment, PD, Tentative Map) Resubmittal #3 Dear Ms. Ungo-McCormick: Bancor Properties appreciates the effort the City put into reviewing our submittals for the proposed project at San Ramon Village Plaza. We have addressed all the comments either during our design review meetings, in the revised plans, or by providing additional information or reasoning in this letter and submittal package. There were three major changes to the project: (1) The number of units changed from 55 to 56 uliits, (2) The tot lot moved from the corner of Bellina and San Ramon Road to the center of the project on the project's "Main Street", and (3) The number of parking spaces significantly increased on the both the commercial and residential portions of the project. The following list contains our responses to the comments provided in your July 17, 2003 letter: Comments regarding project Desien: Setbacks: After further discussions with Jeri Ram and the landscape architect, we agreed that the existing landscaping together with the change in elevation will create an attractive edge and "screen" along San Ramon Road, which allows the proposed setback at the rear corner of Building 9 to be acceptable. In addition, we are going to add an open style wrought iron fence along the Right of Way and "up lighting" on the trees to enhance that edge. Parkine: For the residential portion of the project, the current now provides thirty-two (32) off-street parking spaces and two shared parking spaces on Bellina Street. Bellina Street has an additional eight (8) shared parking spaces that could be utilized as well. After discussing parking on Bellina Street with the City staff during our meetings, everyone thought it was reasonable for the project to utilize 1 4 5 9 FIRST STREET L 1 V E R M O R E, C A 9 4 5 5 0 PH (925) 455- 1072 FAX. (925) 455-143(, Ms. Ungo-McCormick. • 1/7/2004 Page 2 of 4 the public street parking due to the fact that the street was wide enough to accommodate the parking, the existing neighborhood to the south does not use the parking nor do they have any units fronting the street, and the spaces are the most convenient for the residents who will be living in buildings 1, 9, 10 and 11 of our project. Also, the staff stated that street parking was counted as guest parking spaces on other recent projects in the City. The commercial site now has 93 parking spaces, which translates to approximately 6.4 spaces per 1000 square feet of commercial. This meets the City's parking requirements if you take each use on an individual bases, which is not common for shopping centers. The proposed parking exceeds industry standards for parking of commercial centers where the peak parking times for each individual use will vary throughout the day, i.e. a donut shop and a pizza parlor. Circulation: The commercial parking lot layout and circulation were modified to address staff s concerns. Pedestrian Circulation: Pedestrian circulation is an important component of the project. We have provided 4' walkways from every unit to the public right of way and common areas, as well as to the commercial parking lots in the front and the back of the commercial center. Oaen space and landscape plan: This is an urban style redevelopment project, which provides commercial services within walking distance of every home. The project includes a centrally located tot lot, porches or decks on every unit, and small open spaces adjacent to each building. Planning Cover Sheet: 1. Vesting Tentative Map is added to the heading. PD Rezoning Exhibit: 1. Total gross and net area of the site was added to the plan. 2. Land use designations were added to the plan. Site Plan: 1. Dimensions were added for setbacks, walkways, landscape planters, driveways, and parking spaces; Tables showing Development Standards have been added to the plans; A parking lot plan and table have been added to the submittal package. Parking Plan Exhibit: 1. A parking lot exhibit has been included with this submittal package. 1 4 5 9 FIRST S T R E E T PH. (925) 455-1072 L I V E R M O R E, C A 9 4 5 5 0 FAX. (925) 455-1436 Ms. Ungo-McCormick ~ • 1/7/2004 Page 3 of 4 Landscape Plan: 1. Details sheets were added to the plan sets to show typical landscaping in specific locations requested by Paul Niemuth. Anticipated transformer locations are shown on the plan, and details are provided on how the transformers will be screened by landscaping. 2. Paul Niemuth's comments were addressed in the Landscape drawings. Elevation: All elevations have been dimensioned. Floor Plans: The floor plans were dimensioned, garages were modified to meet City standards, and mislabeling was corrected. Tree Disposition Plan: The trunk size of the trees was included with the revised plan. Inclusionary Housing Requirement: Bancor intends to construct the required affordable units on site. Preliminary locations of the affordable units are indicated on the Technical Site Plan. Written Statement: The Written Statement has been revised. Environmental: The Phase 1 Environmental Site Assessment dated May 25, 2002 was submitted to the City with the original submittal and addresses the environmental issues on the site requested in your letter. We have not determined the site to be suitable for residential development. Once the building is demolished, we will test the soil and take action as necessary. This issue and a copy of the "No Further Action" letter is included and addressed in the Environmental Site Assessment. Additional PRC Comments: Building and Safety Division: 1. The property line is now 10' from the commercial building. The canopy is made of steal. 2. The property line is now 10' from the commercial building. The canopy is made of steal. 3. A table showing type of construction, building size, etc., was added to the plans. 4. Item noted. 5. Item noted. 6. Item noted. Design Review(Babcockl: (see attached memo) 1 4 5 9 FIRST STREET L I V E R M O R E, C A 9 4 5 5 0 PH. (925) 455-1072 FAX. (925) 455-1436 Ms. Ungo-McCormick ~ • 1/7/2004 Page 4 of 4 Fire Department: 1. EVA's are twenty feet and a fire truck fuming radius exhibit is attached to the back of the plan set for the Deputy Fire Marshal's review. 2. Fire hydrant locations are shown on the Fire Department Turning Radius Exhibit and the minimum fire flow of 2250 GPM is shown on the exhibit as well. 3'. Commercial Property line was relocated ten feet from the building. Public Works Department: Comments were addressed on the plans. Police: Police comments are noted. Landscape Architect: Many of the comments were addressed on the plans. We did not change some of the plant materials as requested and we would like to discuss those comments further with Mr. Niemuth. If necessary, we will revise the plans prior to the Planning Commission meeting. As requested, 1"=8' scale detail plans are provided on L-3 and L-4 at key locations agreed upon with Mr. Niemuth. Bancor has made every attempt to submit a complete submittal, and if for any reason, the City requires more information, please let me know, and we will be more than happy to submit additional documents as soon as possible. We are eager to begin the project, therefore, we would appreciate being agendized for the next possible Planning Commission meeting. Thank you for your consideration of our submittal, and please give me a call if you have any questions or require additional information. Sincerely, Michael Banducci President Attachments: 10- Sets-Full, 10- Reduced Sized PD Package; Fire Department Turning Radius Exhibit (Back of Plan Set); Revised Project Written Statement Memo addressing Mr. Babcock's comments Colored Paving Material Sheets 3-Colored Parking Plan Exhibits (additional to plan set) cc: File e:\6ancor LLC\Projec[s\San Ramon Village Plaza\Agencies\City\Ciry of Dublin L07.04 1 4 5 9 FIRST STREET L I V E R M O R E, C A 9 4 5 5 0 PH. (925) 455-1072 FAX. (925) 455-1436 January 02, 2004 Re: San Ramon Village Plaza SW Corner of Alcosta and San Ramon Valley Blvd. Dublin, CA Dear Sirs: The following is an itemized response letter to your June 30, 2003 plan check comments describing corrections and their locations in the revised project documents. Item No. Question Response Sheet A-1- Retail Buildina Floor Plan 1. South side canopy overhangs the property line. The canopies are within 10' of the south property line but not beyond. And they will be of non-combustible construction. 2. Window openings not allowed on south property line per code. The existing window wall will be outside of the 10'. The new Tuned wall will be of type II 1 hr construction. Sheet A-2- Retail Buildina Elevations 1. What is the horizontal material at "Cellular" sign panel? It has been revised to stucco. 2. Stone finish and column guard up-light at column base is a nice touch. This has been revised to stucco. 3. Is there a trellis above "Nails"? Seems too high. See Sheet A-2. It is proposed parapet wall to hide the existing roof. 4. Metal trim at parapet cap is drawn as a cornice design. Describe what measures against "oil-canning" and slicing at the seams will be incorporated. This is a foam cornice detail with a stucco cap underlayed with flexible membrane flashing with the stucco cap sloped back to the roof. UdBancor LLC,Projau\Olivcr_SRVPUgemies\plarrtheck_I_3 O4.doe January 7, 2004 Page 2 r1 LI 5. What is the element next to "Mountain Mikes Pizza"? Are banners proposed for this proiect? The design has been simplified and this element removed. Metal awnings will be used. 6. Use of accent neon needs to be carefuliv studied especially next to residential units facing the retail building. Neon will not be used. Light signals will be provided with details provided at time of application for signage permit. Sheet A-3- Retail Building Elevations and Sections 1. Right side elevation indicates neon lights. (Same comment as #6 above). Same response as #b above. 2. Wood and metal trim note pointing to a column on Right Side Elevation. The trellis detail shown on Sheet A-101ndicates all metal. Which is it? It will be metal trellis. 3. What are the decorative elements (light?1 on the Right Side Elevation? They are wall sconces. 4. Trash Enclosure should have a solid metal sate to protect from damage. The structure is metal. 5. Section BB indicates existing walkwav to be refinished. Landscape plans indicate sandblasting existing sidewalks. Do the existing sidewalks have multiple cracks? Any cracks in the sidewalks will be filled prior to sandblasting as noted on drawing. Sheet A•4- Residential Unit Plans (A-4 to A-7 of Dec. 24, 03 Submittal) 1. Window locations do not match the elevations on Sheet A-6 and A-7. Windows are adjusted to match the elevations on Sheet A13 to A16. 2. How does the fireplace flue pass thru the upper floor on the 3 bedroom unit? See revised 3 bedroom unit plan on Sheet A-5 for fireplace flue. Sheet A-S- Residential Unit Sections and Typical Details )A-8, A-17 & A-18 of Dec. 24, 03 Submittal) U:\Benwr LLCVmjccss\Olivtt SRVMgcseics\pleMheck_I 3_Oa.doc January 7, 2004 • Page 3 • 1. The "Tvp. Awning Detail" shown on Sheet A-8 seems very different from the horizontal awning detail shown on Sheet A-10. What type of metal is proposed? See Sheet A-18 for Window Awning detail and Typ. Residential Awning @ Entry detail. The metal is steel with powder coat finish. 2. Provide sample of perforated metal awning material. Sample from "McNichols Co. Master Catalog 2003" page 5 Perforated Metal. sns° pt~ isaz• sry. co-s. 40% 0/A Sheet A-6- Residential Building Elevations. Buildings 4.6 8 8 )A-13 to A-16 of Dec. 24, 03 Submittal) 1. Provide additional elevation information. See revised building elevations on Sheet A-14 for additional elevation information. 2. Provide additional description Information. See revised building elevations on Sheet A-14 for typical materials, notes and dimensions. 3. Provide additional information regarding type, style and finish of garage doors. See revised building elevations on Sheet A-14 for metal insulated garage door. 4. What is the material used for the front entry stairs? Pre-manufactured concrete is used for stair treads and risers. See revised building elevations on Sheet A-14 for front entry stair information. 5: Propose a typical location for the townhouse address numbers? Ulaancor I.I.G~ProjctsWlivv_SRVTAgcrcics~pWCAeck_I 2 OC.doc January 7, 2004 • Page 4 • See revised building elevations on Sheet A-14 for townhouse address numbers location. They are black metal letters over gray metal plaque. 6. Identify the material used for the meter doors. Louver metal door with painted finish is used for meter closets. 7. Locate all the downspouts on the elevations. Identify aroaosed suffer and downsaout material. See revised building elevations on Sheet A-14 for downspouts. Galvanized metal downspout to match wall color and galvanized Ogee gutter in white. 8. Are there different sizes and shaaes to the attic vents? See revised building elevations on Sheet A-14 for 14"x20" decorative vent on rear elevation, 6"x12" recess detail on front and side elevations. Sheet A-7- Residential Building Elevations. Buildings 1, 5, 9. 10 8 11 (A-13 to A-16 of Dec. 24, 03 Submittal) 1. Are chimneys single or double wide? Elevations show both. There are both single and double chimneys. See Sheet A13 to A16 Building Elevations for detail. 2. Window locations don't match the floor clans. Windows are adjusted to match the unit plans on Sheet A4 to A7. 3. Same comments as above. Same responses as above. Sheet A-B- Residential Building Elevations, Buildings 3 8 7 (A-13 to A-16 of Dec. 24, 03 Submittal) 1. Same comments as above. Same responses as above. Sheet A-9- Residential Building Elevations, Building 2 (A-13 to A-16 of Dec. 24, 03 Submittal) 1. Same comments as above. Same responses as above. Sheet A-10- Material and Color Board 1. Guardrail details look good. No action required. U:\Benwr LLQProjttb\Olivcr SRVPNgewies\plancheck_I 3 00.doc ]anuary 7, 2004 • Page 5 2. Provide additional dimensional information of all foam trim details including height dimensions f2x). See building elevations on Sheet A-14 and details on Sheet A-18 for foam trim details. U:~auiwr LLQNojxts~0liva SRVPUgercia~ylarchcck 1 3 04.duc ~\ CITY OF DUBLIN 100 Civic Plaza, Dublin, California 94568 Website: http://www.ci.dublin.ca.us APPLICATION REFERRAL LETTER Date: January 9, 2004 PLANNING APPLICATION #: PA#02-063 - Bancor Alcosta Site PROJECT/SITE ADDRESS: San Ramon Village Plaza, Alcosta Blvd @ San Ramon Road ASSESSOR PARCEL: 941-0164-001-04 & 941-0164-003-03 TO: LAVTA (Wheels) Attn: Cyrus Sheik, Transit Planner Zoue 7, Alameda County Flood Control & Water Conservation District -Attn: John Koltz -Planning Referrals Dublin San Ramon Services District -Attn: Ken Peterson FROM: Deborah Ungo-McCormick, Contract Planner PROJECT DESCRIP'T'ION: Attached for your review and comment is a General Plan Amendment, Planned Development Rezone, Site Development Permit and Tentative Map application for approximately 4.62 acres of land within the Dublin General Plan area. There are four components to the project application that are as follows: 1. General Plan Amendment from Retail/Office to Medium-High Density Residential on 3.15 acres. 2. Planned Development Rezone and Stage 2 ,Development Plan to establish permitted, conditionally permitted and accessory uses, site area and maximum densities, maximum number of residential units by type and non residential by square footage, development regulations, architectural standards, circulation system, preliminary landscape plan and any other information necessary for the review of the proposed project. 3. Site Development Permit to ensure that the propose project is consistent with development regulations and requirements of the PD/Stages 2 Development Plan. 4. Vesting Tentative Map for subdivision of 4.62 acres into two lots. TIDE PROPOSED PROJECT PLANS ARE ATTACI~D FOR YOUR REVIEW Thank you in advance for your comments. Please forward written comments by January 29, 2004 to the City of Dublin, Atfi: Deborah Ungo-McCormick, Planning Department, 100 Civic Plaza, Dublin, CA 94568. For your convenience, if you will not be making any comments or sending any conditions of approval, please note such below and return this sheet back to me: ^ I do not have any Comments or Conditions of Approval to submit on this project (name and departmenUagency) Area Code (925) City Manager 833-6650 City Council 833-6650 Personnel 833-6605 Economic Development 833-6650 Finance 833-6640 Public Works/Engineering 833-6630 Parks 8 Community Services 633-6645 Police 833-6670 Planning/Code Enforcement 633-6610 Building Inspection 833-6620 Fire Prevention Bureau 833-6606 Printed on Recycled Paper CITY OF DUBLIN 100 Civic Plaza, Dublin, California 94568 Website: http://www.ci.dublin.ca.us APPLICATION REFERRAL LETTER (PRCI Re-submittal #2 Date: January 8, 2004 Planning Application #: PA#02-063 - Bancor Alcosta Site ProjecUSite Address: San Ramon Village Plaza-Alcosta & San Ramon Blvd. Assessor Parcel: 941-0164-001-04 & 941-0164-003-03 T0: Gregory Shreeve, Buildin; Official Paul Kruger, Civil Engineer Scott McMillan, ACFD Rose Macias, Police Services David Babcock, Consulting Architect Paul Niemuth, Landscape Architect Patricia Jeffery, Planning Consultant (Envronmental) Julia Abdala, Housing Specialist FROM: Deborah Ungo-McCormick, Contract Planner PROJECT DESCRIPTION: Attached for your review and comment are revised plans as the second re- submittal for an application for a the Bancor Properties -San Ramon Village Plaza project on approximately 4.62 acres of land. The components to the project application are as follows: 1. General Plan Amendment from RetaiUOffice to Medium-High Density Residential on 3.15 acres. 2. Planned Development Rezone and Stage 2 Development Plan to establish permitted, conditionally permitted and accessory uses, development standards and any other information necessary for the review of the proposed project. 3. Site Development Permit to ensure that the propose project is consistent with development regulations and requirements of the PD/Stages 2 Development Plan. 4. Vesting Tentative Map for subdivision of 4.62 acres into two lots. THE PROPOSED PROJECT PLANS ARE ATTACHED FOR YOUR REVIEW A Project Review Committee meeting has been scheduled for Thursday, January 22, at 10:00 a.m. Please plan on attending that meeting. Written comments and conditions of approval would be appreciated prior to or at that time. You may forwazd any issues to the Planning Department, Attn: Deborah Ungo-McCormick prior to the meeting or contact me @ (408) 297-8763. For your convenience, if you will not be making any comments or sending any conditions of approval, please note such below and return this sheet back to me: 1 do not have any Comments or Conditions of Approval to submit on this project (name and department/agency) Area Code (925) City Manager 833-6650 City Council 833-6650 Personnel 833-6605 Economic Development 833-6650 Finance 833-6640 Public Works/Engineering 833-6630 Parks 8 Community Services 833-6645 Police 833-6670 Planning/Code Enforcement 833-6610 Building Inspection 833-6620 Fire Prevention Bureau 833-6606 Panted on Recycled Paper ., January 14, 2003 BANGOR PROPERTIES LLC Ms. Jeri Ram, Planning Manager City of Dublin 100 Civic Plaza Dublin, CA 94568 RECEIVED JAN 16 2003 DUBIIW p~NNING Re: Request to Amend the Ceaeral Pla» / Alcosta blvd./San Ranron Road, APN 941-0164-001-04 & 941-0164-003-03 San Rauron Village Plaza, Dublin, California Dear Ms Ram: Bancor Properties is providing additional information as requested by the City of Dublin staff at our November 21S` meeting. Pease utilize this information to process our request for an amendment to the General Plan that would allow for the development of a traditional urban style neighborhood at the subject properties. The proposed project includes the construction of a pedestrian oriented residential neighborhood and the remodel and revitalization of a worn and underutilized commercial retail center. Project Summary Richard and Pamela Corbett, members of Bancor Properties LLC recently purchased "Parcels A and B" of the attached Base Map. Bancor Properties has an option to purchase the remainder of property, "Parcel C". The proposed project will feature distinct architecture, swell-landscaped project entry on Bellina Street, and a formal main street through the middle of the project between Bellina Street and Alcosta Boulevard. The main street includes two rows of "walkup" style townhouse units and a vibrantly remodeled retail center. As generally depicted on the included Base Map, the proposed project includes approximately 14,500 SF of commercial space on the 1.53 acre "Parcel A" and 55 townhouse units on the 3.1- acre "Parcels B and C". Alcosta Boulevard, San Ramon Road, Bellina Street and I-680 bound the project. Bancor Properties intends to revitalize this northern gateway into Dublin by creating a vibrant, high quality, neighborhood. The new neighborhood is proposed on an aging commercial center, which currently includes 48,400 square feet of building floor area and an asphalt parking lot containing approximately 255 parking spaces. Over 95% of the center is covered with impernreable surfaces, i.e. roofs, concrete walks, and asphalt parking lot. The center includes a 27,000 SF grocery store (now a furniture store), 7540 SF of full service and convenience eating establishments, and 13,860 SF of general neighborhood retail. 1 4 5 9 FIRST STREET L I V E R M O R E, C A 9 4 5 5 0 PH (925) 455- 1072 FAX. (925) 455-143r, ,~ .~ . • Ms.Jeri Rmn ///4/2003 Page 2 oj3 Our proposed project would retain 14,500 SF of commercial space, with approximately 5500 SF of full service and convenience eating establishments, 9000 SF of neighborhood retail, and 55 townhouse units. The retail portion of the proposed project includes 78-parking spaces: The proposed townhouse project includes 110-attached garage parking spaces (2/unit), l9-internal guest parking spaces, 8-"on-street" guest parking spaces on Bellina Street, and 6-"joint-use" parking spaces in rite parking lot fronting lire residential units. Retail Our goal is to create a vibrant and sustainable village that provides convenient services within walking distance of the residents; ultimately reducing the amount ot`vehicular trips generated by rite new neighborhood and provides destination retail for the surrounding neighborhoods. Currently, there are several successful businesses located at the site. Currently, there is a pizza parlor, nail salolt, and a liquor store that are successful. The remaining tenants are moderately successful, and we (tope to help tltent become store profitable by improving the overall appearance of the site, improving the signage, and providing a larger customer base by providing housing adjacent to the retail center. We also hope to attract new tenants who would add to the success attd viability of the center. Torvnlrouses The proposed tteigltborltood will also include approximately 55 "Georgetown, walk-up style" townhouses on rite remaining 3. I-acres. The density of the townhouse neighborhood is approximately 17.5 units per acre. 1'he unit types will include a 1550-square foot, three- bedrootn unit and a 1735-square foot; four-bedroom unit. The units will be split-level 3-story building, with two-car garages accessed front a driveway itt rite rear of the buildings. The project will include additional guest parking within the project ott the private streets and along Bellina Street. The parking ratio will be approximately 2.5 spaces per unit. Affordability Of the proposed residential units, approximately seven units or twelve and one-half percent (12.5%) of the total units, will be sold at below market rates, as required in the City's newly adopted ordinance. The remainder of the units will be sold at market rate. The proposed towttltouse units, even at market rates, are relatively more affordable than most of the new housing product provided in today's market. Environment The site is located at lire center of Dublin and is surrounded by public streets with retail to the north and northwest, residential to the west and south, and a freeway to the east. The most obvious environmental concerns are the noise generated front the freeway and San Ramon Boulevard, and the interface between rite retail and the residential. The orientation of the units is utilized to help ntinintize these impacts and we anticipate that rite sound wall along the freeway will have to be extended to rite north. camydocument\projects\paknsevelagenciw\City of Dublin SRVP 1.14.03.doc .' ~ ~ ~ • Ms.Jeri Rarn 1/14/1003 Page 3 oj3 A new driveway approach is proposed on San Ramon Road near the Shell station to accommodate the retail portion of the project and also Shell's desire to upgrade their facility. Currently, the abutter's rights have been relinquished along the San Ramon Road frontage, and eve are requesting the City remove the restriction to allow for the entrance. The homeowner's association will privately maintain all residential building exteriors, internal streets and driveways, some utilities, and the landscaping. CC&R's will address maintenance and issues relating to ingress and egress between the retail and residential portions of the neighborhood. Approvals ~ The project requires a General Plan Amendment, PD Zoning, Planned Development I & II, Tentative Tract Map, and Final Tract Map. Bancor will coordinate with City staff to obtain the appropriate approvals required to develop this unique mixed-use project. Conclusion This mixed residential/commercial neighborhood village will create a project with character, ambience, and most importantly, long term viability to an important gateway into the City of Dublin. A completed application with the requested deposit and agreement was submitted on November 13, 2002. Hopefully, this additional information is sufficient to continue with the initial studies for the General Plan Amendment. We intend to fine tune our program and site plan for the project in the following two weeks and once completed, we will submit a formal application for the remaining entitlements. If you have any questions or would like to discuss the project further, please do not hesitate to give me a call. Sincerely, Michael Banducci President Attachments: Base Plan Proposed Site Plan Preliminary Townhouse Elevations Preliminary Retail Elevations cc: iDeboiali Un'go~l4icComrick; City Planning Consultant_(w/attachments)y Michael Stella- Engineering (w/attachments) c:\mydocument\projects\paknsave\egencics\City of Dublin SRVP I.I4.OJ.doc SAN RAMON VILLAGE PLAZA Project Frontage Along San Ramon Road ~E~EIVEp B 0 ; 2003 L!N QLANNlM ~~~EIVEC F ~ 6 0 't 200: SAN RAMON VILLAGE PLAZA Project Frontage Along San Ramon Road ~lJ~il.1N ~PLANNli SAN RAMON VILLAGE ~L.AZA _~ ._ ~ . ` \ ,\ 1 Neighbors to the South 3E~E~~EC B ~ ~ Z00 n~gll~ p1 SAN RAMON VILLAGE ~AZA Southern Edge of Project adjacent Belling Street ;E~EIVE® B 0 '~ 200? :~ ~n~ ~~ .~ ~n~ SAN R~MON VILLAGE ~AZA ~E~EIVE® . B 0 `'l 2003 ~~ ~n~ ~~_A~n~t~~ . __ ~- ,:~ ~~ . -- Southern End of Project at Bellina Street -<. ~a,4.' mo=t, YL~ ~YLL•~ i j • i c io , .,,,_,. ( ~S DNff GCX+'B3INATI N) ~- T1'p SIDE EI EV_ATIO i (~Lt~~LO4~r~ I n ~_tJNL~..CD}"fP~Ih~1P.1~ 1(s'-1'-!'' _~tlNl;-~BWB~:P~~ Na..r_o•_ ~N RAMON VILLAGE PLAZA - BANCOR PROPERriEs JBLIN, CALIFORNIA ~7~_fKoKT_E~E Arlo ~N~T can4e~N~pctr~ DAHLIN GROUP ARCHTTECTS PLANNERS 1.27.2003 ~ECEI1/Ep ' EB 0 7 2003 PD SUBMITTAL 2671 CROW CANYON ROAD SAN RAMON, G 41583 www.d~blinpwgam ~IP~,IN PL,?r~Nr,~; ~«,~ Q..`- der, tciM K1+Lnlh '>7Y. Slut; £LEVAnoN _y~•-r-e• • P-,.FVi.T M+ FRONT ELEVATION ~~ ?~. ~. nY..w c. ~_ ._ - tlrPSrin 'aa[s'R.w. _ -; .f+u~ +wc+a - ua~ REAR ELEVATIO,'~: ~.~ ~y- "~'f~"°~ ~`-'a+rre him ...'~ ci^''.nL' DUBLIN, CALIFORNIA 2.3.2003 '~ ~ B 0 ~( 2003 ''~UBI IN DI n~uu. siC ~1T,~.t_ ~L6v tigJ!rAf]IA~J PD SUBMITTAL ..I.rr..ii M 5 f~q' if r/~'a~. 7r~1 •!J l SAN R~MON VILLAGE ~i.AZA Western End of Project from Bellina Street ~EC:EIVEC B 0 'r 200: ~~e~ ~~..~~~ SAN ~MON VILLAGE ~L,AZA Future Main Street (Location of Existing Sanitary Sewer and Water Main) ~' RE~ErvE® ~'EB 0 "r 2003 UBLIN PLgNNIN • SAN RAMON VILLAGE PLAZA Portion of Building to be Demolished (Front Elevation) ~E~EIVE[ B 0 ~ 200: 1_I~ PI AI-IR~ RE~EIVEC ~B 0 '; 200; • SAN RAMON VILLAGE I~LAZA Portion of Building to be Demolished (Front Elevation) ~~9"~~..~M ~~n~vn~~r • SAN RAMON ~ILLAC~E AZA . SL`s ~ ,I Iii ~~ ~~ _ . ~ ~_ ' '~ ~ Flood Control Canal to the South ~pE~EIVE~ .B Orr 2()03 -19L1P1'PLA9vNIP ~t SAN I~AMON VILLAGE FLAZA Portion of Building to be Demolished (South Elevation) RE~EIVEI 'EB o Pr 2oa _~ l~3LIN PLANN _ - ~ -... ....- . .,. .,, SAN RAMON VILLAGE ~LAZA Rear of Existing Buildings ~E~EIVEtS B 4 '( 2003 e~iru P~4n-Nir SAN R~MON VILLAGE PLAZA Rear of Existing Buildings RE~EIVEI3 E B 0 'T 200; SAN R~MON VILLAGE ~i.AZA Shell Gas Station at Intersection of Alcosta Blvd. and San Ramon Road _ ~E~EIVE® EB 0 + 2003 !~stsw p. ~-a~.,,.. SAN R~MON VILLAGE FL,AZA View from San Ramon Road ~E~EIVEC ~~B 0 '~~ 200; ~1'~1.1M ~PLANNf January 14, 2003 Ms. Jeri Ram, Planning Manager City of Dublin 100 Civic Plaza llublin, CA 94568 . BANGOR PROPERTIES LLC Re: Request to Anrend tGe Genera[ Plan Alcosta Blvd./San Rarrtore Road, APN 941-0164-001-04 San Banton Village Plaza, Dublin, California Dear Ms Ram: RECEIVE[l' = EB 0 " 2003 :"JEiI.ItN ~!-ANIdlRlG ~- U2 -0~ 3 & 941-0164-003-03 Bancor Properties is providing additional information as requested by the City of Dublin staff at our November 21s` meeting. Please utilize this information to process our request for an amendment to the General Plan that would allow for the development of a traditional urban style neighborhood at the subject properties. The proposed project includes the construction of a pedestrian oriented residential neighborhood and the remodel and revitalization of a worn and underutilized commercial retail center. Project Snrnrnary Richard and Pamela Corbett, members of Bancor Properties LLC recently purchased "Parcels A and B" of the attached Base Map. Bancor Properties has an option to purchase the remainder of property, "Parcel C". TI1e proposed project will feature distinct architecture, awell-landscaped project entry on Belliua Street, and a formal main street through the middle of the project between Belling Street and Alcosta Boulevard. The main street includes two rows of "walk up" style townhouse units and a vibrantly remodeled retail center. As generally depicted on the included Base Map, the proposed project includes approximately 14,500 SF of commercial space on the 1.53 acre "Parcel A" and 55 townhouse units on the 3.(- acre "Parcels B and C". Alcosta Boulevard, San Ramon Road, Belling Street and I-680 bound the project. Bancor Properties intends to revitalize this northern gateway into Dublin by creating a vibrant, high quality, neighborhood. The new neighborhood is proposed on an aging commercial center, wllicll currently includes 48,400 square feet of building floor area and an asphalt parking lot containing approximately 255 parking spaces. Over 95% of the center is covered with impermeable surfaces, i.e. roofs, concrete walks, and asphalt parking lot. The center includes a 27,000 SF grocery store (now a furniture store), 7540 SF of full service and convenience eating establishments, and 13,860 SF of general neighborhood retail. 1 4 5 9 FIRST STREET L 1 V E R M O R E C A 9 4 5 5 0 P H (9 2 5) 4 5 5- 1 0 7? FAX . (9 2 5) 4 5 5- 1 4 3 6 Ms.Jeri Ram 1 /14/1003 Page 2 oj3 Our proposed project would retain 14,500 SF of commercial space, with approximately 5500 SF of full service and convenience eating establishments, 9000 SF of neighborhood retail, and 55 townhouse units. The retail portion of the proposed project includes 78-parking spaces. The proposed townhouse project includes 110-attached garage parking spaces (2/unit), l9-internal guest parking spaces, 8-"on-street" guest parking spaces on Bellina Street, and 6"joint-use" parking spaces in the parking lot fronting the residential units. Retail Our goal is to create a vibrant and sustainable village that provides convenient services within walking distance of the residents; ultimately reducing the amount of`vehicular trips generated by the new neighborhood and provides destination retail for the surrounding neighborhoods. Currently, there are several successful businesses located at the site. Currently, there is a pizza parlor, nail salon, and a liquor store that are successful. The remaining tenants are moderately successful, and we hope to help them become more profitable by improving the overall appearance of the site, improving the signage, and providing a larger customer base by providing housing adjacent to the retail center. We also hope to attract new tenants who would add to the success and viability of the center. Townhouses The proposed neighborhood will also include approximately 55 "Georgetown, walk-up style" townhouses on the remaining 3.1-acres. The density of the townhouse neighborhood is approximately 17.5 units per acre. The unit types will include a 1550-square foot, three- bedroom unit and a 1735-square foot, four-bedroom unit. The units will be split-level 3-story building, with two-car garages accessed from a driveway in the rear of the buildings. The project will include additional guest parking within the project on the private streets and along Bellina Street. The parking ratio will be approximately 2.5 spaces per unit. Affordability Of the proposed residential units, approximately seven units or twelve and one-half percent (12.5%) of the total units, will be sold at below market rates, as required in the City's newly adopted ordinance. The remainder of the units will be sold at market rate. The proposed townhouse units, even at market rates, are relatively more affordable than most of the new housing product provided in today's market. Lnvironnrent The site is located at the center of Dublin and is surrounded by public streets with retail to the north and northwest, residential to the west and south, and a freeway to the east. TIJe most obvious environmental concerns are the noise generated from the freeway and San Ramon Boulevard, and the interface between the retail and the residential. The orientation of the units is utilized to help minimize these impacts and we anticipate that the sound wall along the freeway will have to be extended to the north. c:\mydocument\projecls\paknsave\ngencies\Ci~y of Dublin SRVP 1.14.OJ.doc Ms.Jeri Rant !/14/1003 Page 3 oj3 A new driveway approach is proposed on San Ramon Road near the Shell station to accommodate the retail portion of the project and also Shell's desire to upgrade their facility. Currently, the abutter's rights have been relinquished along the San Ramon Road frontage, and we are requesting the City remove the restriction to allow for the entrance. The homeowner's association will privately maintain all residential building exteriors, internal streets and driveways, some utilities, and the landscaping. CC&R's will address maintenance and issues relating to ingress and egress between the retail and residential portions of the neighborhood. Approvals ~ The project requires a General Plan Amendment, PD Zoning, Planned Development I & II, Tentative Tract Map, and Final Tract Map. Bancor will coordinate with City staff to obtain the appropriate approvals required to develop this unique mixed-use project. Conclusion This mixed residential/commercial neighborhood village will create a project with character, ambience, and most importantly, long term viability to an important gateway into the City of Dublin. A completed application with the requested deposit and agreement was submitted on November 13, 2002. Hopefully, this additional information is sufficient to continue with the initial studies for the General Plan Amendment. We intend to fine tune our program and site plan for the project in the following two weeks and once completed, we will submit a formal application for the remaining entitlements. If you Dave any questions or would like to discuss the project further, please do not hesitate to give me a call. Sincerely, Michael Banducci President Attachments: Base Plan Proposed Site Plan Preliminary Townhouse Elevations Preliminary Retail Elevations cc: Deborah Ungo-McCormick, City Planning Consultant (w/attachments) Michael Stella- Engineering (w/attachments) c:\mydocument\projects\paknsave\agencics\City or Dublin $RVP 1.14.03.doc FW: Rethinking Parking Requir~ents • Page 1 of 2 Mike Banducci From: John Waldron [jwaldron@mve-architects.com] Sent: Wednesday, January 07, 20041:54 PM To: Michael B. Banducci (E-mail) Subject: FW: Rethinking Parking Requirements thought you might find this interesting. -----Original Message----- From: Steve [mailto:steve@Icaarchitects.com] Sent: Monday, January O5, z004 9:31 AM To: Ernie Vasquez; John Waldron Subject: FW: Rethinking Parking Requirements FYI Rethinking Parking Requirements http://www.l ivableplaces.org/policy/parking.html Most cities set minimum parking requirements which mandate ample off-street parking for any new development. However, the provision of parking can be a major barrier to creating more livable communities that adhere to smart growth principles. Download "Rethinking Parking" Fact Sheet in PDF format. The Problems with Minimum Parking Requirements Creates excess parking Minimum parking requirements are usually set arbitrarily by city planners from standardized transportation planning manuals, which typically measure parking and trip generation rates in suburban areas at peak periods with ample free parking and no public transit. These parking standards can cause an oversupply of parking -taking up valuable land and lowering the price of parking below cost. Promotes automobile use Providing plentiful and free parking encourages automobile use and discourages walking, cycling and transit use. Donald Shoup, a professor of urban planning at UCLA recognized as a leading scholar on parking issues, compares minimum parking requirements that mandate excessive off-street parking to "fertility drugs for cars." By generating more car trips, inefficient parking requirements contribute to increased air pollution and reduced physical activity. Average development cost of parking (excluding land) Type of parking facility Cost/space Surface lot $2,000 Multi-level above ground $10,000 Subterranean $20,000 Increases the cost of development Requiring developers to provide large amounts ofoff-street parking significantly adds to the cost of new development, especially in dense, urban areas where land costs are high. These costs are typically passed to consumers, through higher housing prices and rents. "Smart" Solutions for Dealing with Parking 1 /7/2004 FW: Rethinking Parking Requirents . Page 2 of 2 Reduce minimum parking standards Urban planners need to re-examine parking demand in urban areas where land (and therefore parking) costs are higher, and transportation alternatives exist. Reducing minimum parking requirements will help to create more livable communities by reducing the abundant supply of free parking and encourage the use of compact urban design and alternative modes of travel. Establish maximum parking requirements near major transit stops In areas well served by transit, planners should consider the use of maximum parking requirements to limit the amount ofoff-street parking built. These requirements prevent auto-oriented uses from occupying land near rail and bus stations, and encourage the creation oftransit-oriented districts. Unbundle the cost of parking in residential projects Typically, the cost of parking is included in the home price or rent of a condominium or apartment. Unbundling the cost of parking from housing costs allows off-street parking to be priced in response to the actual demand for parking, and gives consumers more information about cost of their transportation choices. Shared parking Shared parking is an effective tool for reducing the number of parking spaces needed for a project or neighborhood. Shared parking strategies can be implemented within a new mixed-use development, through simple agreements between adjacent uses, or through a parking management district. Parking districts can also encourage pedestrian activity by encouraging people to park once and walk from destination to destination. Car Sharing Car sharing programs allow many individuals to share access to a vehicle. Located within a housing development, car sharing can reduce the average household vehicle ownership rate, reducing the demand for parking. Several car sharing companies are starting to partner with housing developers to include car sharing programs within their new developments. ------ End of Forwarded Message 1/7/2004 • the bea uty f11t wwwstreetprint.com/spec_support Dtasphalt Frisco Cobble (~-c~d Pat+~rn) ,~,_,s= ~,.- ~.. ^~ „y.' ~--~ sy.• os RECEIVED N 8 2004 A ~Z-D63 DUBLIN PLANNING Document: 300.200.008 page ~ Revision number: 1 Updated: 25/0212003 Specification Support ~ • Pagc 1 of ~.'sl1Jr?£•r;i' `at~~~r~I,i~:trlt+F. 4~'s11i'ir-a;iRS]l~~ Specification Support - Introduction - What is StreetPrint - Specification Binder - Table of Contents - Specifier Services - Solutions - Project profiles - Design - Color Card - Standard colors - Fashion colors - Standard Templates - Specificatlons - Guide to Inspecting StreetPrint - Guide to selecting and Specifying the type and Number of Coating Applications - Sample specification -wet region - Microsoft Word DOC - Acrobat PDF - Sample Specification -dry region - Microsoft Word DOC - Acrobat PDF - Generic Specification - Sample Specification For Recoat - Asphalt Basics - Asphalt Basics -Typical Gradation For Asphalt For StreetPrint - Asphalt Mix Design & Performance - Scuffing & Aggregate Gradation - Gilsonite HMA Modifier - Gilsonite Specifications - Get tech. updates, project profiles by email - StreetPrint'" CAD Drawings at CADdetalls.com - wpb education series Search Mocha Butterscotch http://www.streetprint.com/spec_supportldesign/colorcard/fashioncolors.htm ~~ o~p~ ~ ~' Nutmeg 12/30/2003 Fashion Colors Disclaimer: The color samples below may not match exactly their physical equivalents. Always refer to physical samples before making your color choices. SE~crif~ir,iti~m Su~~Emrt ~ ~ Page 2 of 2 Stormy Blue Pewter Seafoam Midnight Blue Gunmetal Gray Olive Sage http://www.streetprint.com/spec_support/design/colorcard/fashioncolors.htm 12/30/2003 • r~" ~ ~ thebeauty www.streetprint.com/spec support Of asphalt Flexible Texas Cobble Border (~jordGr pa+~~ern} is-t-2os ,, N ~. ~ +~^ f 4 G Document: 300.200.014 Page 1 Specification Support Page I of 1 t._~t ~~1zT11t:.'r~ (_?{~:^tilt}~: i[itY: f;~~lu~i:~ftl~ltr 1-,'~d wc3r~'"i'f[r.-ors ;~?':3E~"'i ~'t~t'ilrlJ;Y~1n ~ . ~'Eri~!~vs . `:;~•:,:_ , Specification Support Standard Colors Introduction Disclaimer: The color samples below may not match exactly their - What is StreetPrint physical equivalents. Always refer to physical samples before making - Specification Binder your color choices. - Table of Contents Specifier Services Solutions L -Project profiles ~~fi~~I Design 5 psp~~r - Color Card ~'r - Standard colors tip( Or -Fashion colors Cp~ - Standard Templates Speciflcation5 Burnt Sienna - Guide to Inspecting StreetPrint - Guide to selecting and Specifying the type and Number of Coating Applications - Sample specification -wet region - Microsoft Word DOC - Acrobat PDF - Sample Specification -dry region - Microsoft Word DOC - Acrobat PDF - Generic Specification - Sample Specification For Recoat Asphalt Basics - Asphalt Basics -Typical Gradation For Asphalt For StreetPrint -Asphalt Mix Design & Performance - Scuffing & Aggregate Gradation - Gilsonite HMA Modifier - G[Isonlte Specifications Get tech. updates, project profiles by email StreetPrint`"' CAD Drawings at CADdetails.com Web education series Search Slate Sierra Concrete Gray Granite http://www.streetprint.com/spec_support/design/colorcard/standardcolors.htm 12/30/2003 Message Page 1 of 1 ~'~ Gregory Shreeve From: Jeri Ram Sent: Monday, November 07, 200511:24 AM To: Jeri Ram Cc: Gregory Shreeve Subject: RE: San Ramon Village (Bancor/Braddock & Logan) Libby -did anything happen on this while I was gone? Jeri From: Jeri Ram Sent: Thursday, October 27, 2005 6:01 PM To: 'Silver, Elizabeth' Subject: RE: San Ramon Village (Bancor/Braddock & Logan) Libby - I am on my way out of town until Thursday -let's discuss when I get back. Jeri From: Silver, Elizabeth [mailto:esilver@meyersnave.com] Sent: Thursday, October 27, 2005 5:55 PM To: Jeri Ram; Rich Ambrose; Gregory Shreeve Subject: RE: San Ramon Village (Bancor/Braddock & Logan) Looks to me like we have the handle we need re the fire sprinkler issue. Am I missing something? f: 114.235 -----Original Message----- From: Jeri Ram [mailto:]eri.Ram@ci.dublin.ca.us] Sent: Thursday, October 27, 2005 3:40 PM To: Silver, Elizabeth; Rich Ambrose; Gregory Shreeve Subject: San Ramon Village (Bancor/Braddock & Logan) I have reviewed the file and the project was approved in two phases: Phase One: Parcels 1 & 2 - 43 condos 8 14,377 sq.ft of commercial Phase Two: Parcel 3 - 13 condos I did not locate any infonnation regarding timing -that appears to be addressed by the condition for a phasing plan. Jeri 5/2/2006 May 23 06 01:06p ITo ~ p.1 ~~ ~~ Msw = R~A =- BANG OR ~s PROPERTIES Qob>v ~g~,,lkcr LLC May 22, 2006 Ms. Jeri Ram Conununity Development Director City of Dublin 100 Civic Plaza Dublin, CA 94568 Re: San Banton Village Plaza Exterior Renrode! 8931-8953 San Ramon Road Plan Check 1Vo. 11389 Dear Jeri: On behalfof the owner, the 2000 Corbett Family Trust; we once again apologize for the delay of resubmitting our plans and not obtaining a building pemtit in a timelier manner. There have been many factors in the delay; one of which was the exorbitant costs of doing the remodel as submitted in our first plan check. As you arc awaze, the majority of tenants have long team ]eases signed by the previous owner at rates well below market rate. \Ne had a budget amount that made sense for the project and the revenue generated from Ute existing rents. Wheri the bids came in over double our budget, we decided we had to look for areas that we could save money, yet not affect the overall quality of the project. The ntailt area where we felt we could save a substantial amount of money was at the rear of the building near the freeway. The revised design retains a major portion of the curb and removed the metal trellises on the rear of the building and replaced them with trees. On the remainder of the project, we retained more of the existing curbs and added landscape in souse areas where we had proposed hardscape. It is our belief that these changes are relatively minor from a quality and appearance standpoint, but could sa~re several hundred thousand dollars from the site work costs. We also believe these are minor deviations from our approved plans and we trope that you can utilize your authority to approve [he changes. We know that your consulting City Landscape Architect will make a big deal about the changes and we would appreciate your assistant in obtaining his approval. If you ]rave any questions, please contact me at (925) 455-10i2. Sincerely, /~,~7 -'7'~fsrCo-,/'iJ a~~a Michael Banducci President I J59 FI ILST 5 TREL-T LI VERMOK.E CA 9.1550 PH (42S) =5 i- I ri?'- FAX. (9?5) a 55- 1136 05/23/2006 T1JE 13:51 [TX/ILL NO 5022] X001 ,. 19 ~~ ~ Q v CITY OF DUBLIN Pn~'-~3 ~~e 100 Civic Plaza, Dublin, California.94568 FAX TRANSMITTAL DA'I'E:~~MG,~6/p # OF PAGES (INCLUDING COVER): ~ TO: ~ J~ V l YL ~ ~ ~,~i~' FROM: Community Development Dept. FAX: 5~c~ - ~-~4~-) " I l c~~ PHONE: CC: SUBJECT: DEPT: Planning Division -,~ eli;, `~(,{, yyl, FAX: (925) 833-6628 PHONE: (925) 833-6610 ^ URGENT ^ FYI ^ PLEASE REVIEW ^ PLEASE COMMENT ^ AS REQUESTED MESSAGE: B~ ~1- B~ 53 5~.,,, `~C~.,•tdvi. ~~ ~-~.~-n- C~~~ ~o . 11~3~~ 'T'HIS FAX TRANSMISSION OONTAINS CONFIDENTIAL INFORMATION BELONGING 70 THE SENDER WHICH IS WORK PRODUCT OR LEGALLY PRNQ.EGED. THE INFORMATION IS WI'ENDED ONLY FOR THE USE OF THE ADDRESSEE NAMED ABOVE. IF YOU ARE NOT THE IlVTENDED RECII'IEN'I, YOU ARE HEREBY NOTIFIED THAT ANY USE, DLSCLOSURE, OOPYING OR DISTRIBUTION OF THIS TRAIVSNIISSION IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS TRANSMISSION IN ERROR PLEASE IMMEDIATELY NOTIFY THE SENDER OF 1I~. FAX May 23 06 01:06p ,. ~~ •, .BANGOR PROPERTIES LLC May zz, 2006 Ms. Jeri Ram Contntunity Development Director City of Dublin I00 Civic Plaza Dublin, CA 94568 Re: San Raneon ![age Plaza Exterior Renradel 8931-8953 San Ramon Road Plan Check 1Vn. 11389 Dear Jeri: r `~('~ T o ~ P•1 mS>n1 - ~~^.. MN = GS - ~ohr 'F~.Kkc: P/k u 2-ota3 On behalfof the owner, the 2000 Cornett Family Trust, we once again apologia for the delay of resubmitting our plans and not obtaining a buildiug pemtit in a timelier manner. There have been many factors in the delay; one of which was the exorbitant costs of doing the remodel as submitted in our first plan check. As you arc aware, the majority of tenants have long team ]eases signed by the previous owner a[ rates well belo\v market rate. We had a budget amount that made sense for the project and the revenue generated from the existing renu. When the bids came in over double our budget, we decided we had to look for areas that we could save money, yet not affect the overall quality of ffie project. The ntailt area where we felt we could save a substantial amount of money was at the reaz of the building near the freeway. The revised design retains a major portion of the curb and removed the meta] trellises on the rear of the building and replaced them with trees. On the reanainder of the project, we retained more o2 the eiisting curbs and added landscape in some aeeas where we had proposed hardscape. It is our belief that these changes are relatively minor from a quality and appearance standpoint, but could save several hundred thousand dollars from the site work costs. We also believe these are minor deviations from our approved plans and we hope that you can utilize your authority to approve the changes. We know that your consulting City Landscape Architect will make a big deal about the changes and we would appr~iate your assistant in obtaining his approval. If you have any questiors, please contact me at (925) 455-IO i2. Sincerely, - JYfy~~pr / !, Michael 13anducci President I d 59 F I IiST STILEET L[ VERMOIL E CA Ya 550 P H (92 S) =55- I fi?? FTX (925) 355- I ~,lG 05/23/2006 TUE 13:51 [TA/Ra NO 5022] X001 • a l..I • .8 R- n :~ / ~y: ~j.t Y ~• '{ .i :~ ,m , .~ a '~ ~,:;,. ~~<,;~I. ~~~1 r~p~ Ysy( t lY: r~ Y.Y ~, k° ~~~, a ' .r~.~ ~si A~ R ~' ~p Y ,. r 1 CITY OF DUBLIN 100 Civic Plaza, Dublin, California 94568 Website: http://www.ci.dublin.ca.us NOTICE OF INTENT TO ADOPT A MITIGATED NEGATIVE DECLARATION The City of Dublin, as the Lead Agency pursuant to the California Environmental Quality Act (CEQA), intends to adopt a Mitigated Negative Declaration for the project: PROJECT TITLE: PA#02-063 San Ramon Village Plaza DESCRIPTION: PA 02-063 consists of the proposed revitalization of a portion of an existing commercial shopping center and construction of 56 new residential townhouse-style units on the remainder of the site .Project features would include: • Demolition of approximately 34,000 square feet of existing commercial buildings to provide for construction of 56 residential town homes-style condominium units. The remaining 14,400 square feet of retail space would be remodeled and designed to compliment the residential project and create a village type neighborhood. • Construction and redesign of parking and landscaping that would include planters, new trees and shrubs in the parking lot, building perimeters and site perimeters along Alcosta Boulevard, Bellina Street and 1-680. • Consideration of the following land use entitlements: Project applications considered in this Mitigated Negative Declaration include a General Plan Amendment to change the land use designation of a 4.62 acres site from RetaiUOffices to Mixed Use (RetaiVOffices/Medium- High Density); a PD-Planned Development Stage 1 and Stage 2 rezoning, Site Development Review, and Vesting Tentative Map. LOCATION: The project site is located west of 1-680 on the east side of San Ramon Road between Bellina Street and Alcosta Boulevard (also identified as APN#941-0164-001-04 & 941-0164-n03-03. PUBLIC REVIEW PERIOD: Comments on the Initial Smdy/Mitigated Negative Declaration may be submitted to the Ciry of Dublin Community Development Department by 5:00 p. m. on Monday, March 22, 2004 APPLICANT: Michael Banducci Bancor Properties LLC 1459 First Street Livermore, Califomia 94550 . The Initial Study/Mitigated Negative Declaration and the accompanying project plans are available for review at the Dublin Community Development Department, 100 Civic Plaza, Dublin, Califomia. If you have any questions or comments, contact Deborah Ungo-McCormick, Contract Planner at (925) 833-6610. If you challenge the above-described action in court, you may be limited to raising only those issues which you or someone else raised at the public hearing described in this notice, or in written correspondence delivered to the City of Dublin at, or prior to, the public hearing. Jeri Ra -' Plannin Manager Da[cd: Area Cod~~~l' 20~ty Manager 833-6650 City Council 833-6650 Personnel 833-6605 Economic Development 833-6650 Published: FinaS~€°~3;3-~4b Public Works/Engineering 833-6630 ~'~~d~c~~~8~»~r~i ~~r~3SS[P(i~ t0~~~e 633-6670 PlanninglCode Enforcement 833-6610 Building Inspection 833-6620 Fire Prevention Bureau 833-6606 Printed on Recycled Paper (~ NOTICE OF INTENT TO ADOPT A MND DISTRIBUTION LIST Bancor San Ramon Village Plaza Project March 2004 Dublin San Ramon Services District (Greg Taylor)' Dublin Unified School District -John Sugiyama/Kim McNeeley LAVTA -Austin O'Dell Zone 7, ACFC&WCD - Yan Kee Chan PG&E Pacific Bell AT&T Livermore Dublin Disposal Service -Dan Borges U.S. Postal Service -Postmaster City of San Ramon Planning Department Regional Water Quality Control Board Bay Area Air Quality Management District Alameda County Congestion Management Agency City Departments Melissa Morton, City Engineer Chris Foss, Economic Development Director Ray Kuzbari, Senior Traffic Engineer r~ MITIGATED NEGATIVE DECLARATION SAN RAMON VILLAGE PLAZA CITY OF DUBLIN PROJECT DESCRIPTION Site Derniption The project site is located west of I-680 on San Ramon Road between Belling S¢eet and Alcosta Boulevazd. A Zone 7 channel and storm drain outfall abuts the southeasterly boundary of the site. Project development would not enaoach into the Caltrans I-680 right- of-way or the Zone 7 channel. The site contains an existing retail center and pazking lot for a total of approximately 48,400 squaze feet. The project site comprises about 4.6 acres. Peaz trees aze located along the San Ramon Road frontage with Monterey pines and shrubs planted at the easterly perimeter of the property and several elm trees located at the southerly portion of the property. Additional trees are dispersed throughout the parking lot. Project Dentipttoa The proposed project consists of a General Plan Amendment from Retail/Office to Mixed- Use (Retail/Office, Medium Density Residential); a Stage 1 Development Plan to estabhsh zoning of the site; a State 2 Development Plan to establish standazds for development of the site; a Vesting Tentative Map and Site Development Permit for review of design and architecrural features to provide.for the revitalization of a portion of an existing retail center and the construction of residential townhouse units. Of the 48,400 squaze feet of existing retail space, approximately 34,000 squaze Eeet would be demolished to construct residential town homes. The remaining ] 4,400 squaze feet of retail space would be remodeled and designed to compliment the residential project and create a village type neighborhood. The remodeled retail development would include new roof lines and the building surface would be colored stucco. Metal roofing and awnings, new signage and lighting would provide architectural detail. Building heights would range from about 19 feet to 32 feet. Landscaping would include planters, new trees and shrubs in the parking lot and building perimetezs and new peaz street trees along Alcosta Boulevazd. The pazking lot would provide 93 parking spaces. The residential development would be constructed on the southern half of the property. Primary access to the town homes would be off of Belling Street with secondary access through the retail component onto San Ramon Road and Alcosta Boulevard. The townhome-style condominiums would consist of 56 units distributed throughout eleven three-storey buildings with a garage on the first Eloor and two levels of residential space. The maximum building height would be approximately 41.5 feet. The [own homes would be two and three bedroom units ranging in size between 1,218 squaze feet and 1,654 square feet. i San Ramon Villa¢e Plaza - 1`IitiQat~eAative Declaration - The project would include seven below mazket rate units. The budding surface would be colored stucco with asphalt rile roofs. Balconies and porch areas would have wrought iron railings. Pazking for the residential development would include 112 spaces (two spaces for each townhouse garage) and 28 non-designated guest spaces located on site. Three landscaped open space areas aze located in the residential development. There is a tot lot located at the central portion of the development; a sitting garden with public azt is located at the comer of Belling Street and San Ramon Road; and a sitting gazden is located at the easterly project boundary. General landscaping throughout the residential development would include trees and other plantings. Asix-foot high wrought uon fence with hedge border would be located along the westerly and southerly perimeters of the residential development. A wrought uon fence with panels would be located at the northeasterly portion of the residential development. Trees and other plantings would be installed along pedestrian pathways. The pedestrian pathways connect the residential buildings and provide access to the open space areas, tot lot and retail development. The project will require a general plan amendment from Retail/Office to Medium-High Density on 2.94 acres of the project site. The site is cuarndy zoned C-N, C-] and C-2 and will require a rezone to Planned Development to allow the proposed mixed use program. A Stage 2 Development Plan will be required to establish permitted, conditionally permitted and accessory uses, site area and maximum densities, maximum number of residential units by type and non-residential square footage, development regulations, azchitecrural standards, circulation system preliminary landscape plan and any other information necessary for the review of the proposed project. A Site Development Permit must be granted to ensure the proposed project is consistent with the development regulations and requirements of the PD/Stage 2 Development Plan. The project applicant is proposing to split the project site into two lots, which will require a Vesting Tentative Map for subdivision of the property into two lots. It is anticipated project constmcdon will take approxunately one and one-half to two years. PROJECT LOCATION San Ramon Village on San Ramon Road between Belling Street and Alcosta Boulevazd in Dublin, California. PROJECT SPONSOR Michael Banducu Bancor Properties LLC 1459 First Street Livermore, California 94550 FINDING The project will not have a significant effect on the environment based on the Initial Srudy prepazed according to CEQA Guidelines. Mitigations have been incorporated into the project to reduce all potentially significant impacts to a less than significant level. San Ramon Village Plaza Mitigated I~e~ative Declaration - pa POTENTIALLY SIGNIFICANT IMPACTS The attached Initial Study indicates that the project could adversely affect the environment The following potentially significant impacts were identified: • Potentially significant air quality impacts during consttvcdon. • Potentially significant impacts to unknown cultural resources • Project improvements may be subject to strong seismic ground shaking. • Soll contaminated with Residential PRGs • On-site erosion during construction activities. • Temporary noise impacts during construction activities. • Permanent noise impacts due to traffic. MITIGATION MEASURES In the interest of reducing the potential impacts to the point where the net effect of the project is insignificant, mitigation measures aze recommended. A discussion of the potential impacts of interest and the associated mitigation measures is provided below. Impact: Temporary construction activities may adversely affect air quality. Mitigation Measures: 3.1 Constriction contractors shall be required to water all active earth construction azeas at least twice daily. 3.2 Construction contractors shall be required to cover all trucks hauling soil, sand and other loose materials or require all trucks to maintain at least two Eeet of freeboazd. 3.3 Construction contractors shall be required to sweep dail}' (preferably with water sweepers) all paved access roads, parking azeas and staging areas at construction sites. 3.4 If visible soil material is carried onto adjacent public streets, require construction contractor to sweep streets dail}'~ 3.5 Construction contractor shall be required to enclose, cover or apply (non-toxic) soil binders to exposed stockpiles (dirt, sand, etc.). 3.6 Construction contractor shall be required to install sandbags or other erosion control measures identified in the project's Storm Water Pollution Prevention Plan. Residual Impact: Less than significant with mitigation measures. Impact: Unknown cultural resources may be impacted. Mitigation Measure: Should any cultural materials or human remains be exposed or discovered during eazth moving activities, the following titigaton measures shall be implemented: 5.1 Operations shall stop within 100 feet of the find and a qualified professional archaeologist shall be contacted for further review and recommendations. San Ramon Village Plaza ~ Mitigat~egative Declaration - 5.2 If human remains are discovered, the Alameda County Coroner shall be notified. The Coroner would determine whether or not the remains were Native American. If the Coroner determines the remains aze not subject to his authority, the Native American Heritage Commission will be notified, who would attempt to identify descendants of the deceased Native American. 5.3 If the Community Development Director finds that the azchaeological find is not a significant resource, work would resume only after the submittal of a prelitninary azchaeological report and after provision for reburial and ongoing monitoring accepted. Provisions for identifying descendants of a deceased Native American and for reburial would follow the protocol set forth in the CEQA Guidelines. If the site is found to be a significant azchaeological site, a mitigation program will be prepared and submitted to the Community Development Duector for consideration and approval in conformance with the protocol set forth in the CEQA Guidelines. Residual Impact: Less than significant with the mitigation measure. Impact: There is a potential of ground shaking hazazds to people, structures and property. Mitigation Measures: 6.1 Implement the recommendations identified in the geotechnical investigation prepared by Terraseazch, Inc. (2002). 6.2 Any changes in grading or building design that would be significantly affected by geologic hazazds or soils conditions, or in tum would significantly alter geologic or soils conditions, shall be accompanied by a re-analysis of those conditions. In addition, any conditions discovered during excavation or grading that significantly depazt from the previously described geologic and soils setting shall be evaluated. Residual Impact: Less than significant with mitigation measures. Impact: Soils have been contaminated with Residential PRGs. Mitigation Measures: 7.1 Affected soil exceeding the Residential PRGS shall be excavated and removed from the site as hazazdous waste. Once cleaned up, a human Health Risk Assessment shall be prepazed to demonstrate that soil gas emanating from the site will not pose a health threat to future site residents. 7.2 A site Health and Safety Plan shall be prepared that documents the appropriate protocol for construction personnel that may come in contact with contaminated soils. 7.3 Prior to demolition, the three roof sections of the building shall be sampled to detemtine if they contain asbestos. If it is determined asbestos is present, it shall be disposed of as a hazardous material. 7.4 Site clean up and remediadon shall be required to meet all federal, state and local regulations. Residual Impact: Less than significant with mitigation measures. San Ramon Village Plaza alive Declaration - Impact: There is a potential for erosion during construction activities. Construction activities would generate additional pollutants such as oil, grease and heavy metals. Mitigation Measures: 8.1 A Storm Water Pollution Prevention Plan shall be prepazed in comphance with the NPDES permit included in the erosion control measures appropriate for the project. Design of these measures shall be updated each year prior to September 30 and approved by the Ciry Engineer. Residual Impact: Less than significant with mitigation measures. Impact: Construction-related noise could adversely affect nearby residential development. Mitigation Measures: 11.1 Applicant shall prepaze a construction noise mitigation plan. The plan shall include but not be limited to the following: • Construction phasing plan showing the duration of each phase and equipment to be used. • Location of stationary equipment. • Calculation of noise levels at nearest residences and noise sensitive retail spaces. • Name of construction noise coordinator that can be posted at the entry to the site. Person responsible for responding to complaints and enacting solutions. Residual Impact: Less than signi&cant with mitigation measures. Impact: Traffic noise could adversely affect the proposed residential development. 11.2 Sound-rated building construction shall be used to achieve acceptable indoor noise levels as per the State Budding Code and City's Noise Element. The specification of these treatments should be developed during the architectural design of the buildings. In general, rooms along the petimeter of the site will require sound rated windows. Units in Buildings 1 (the four east end ututs), 2 (the four east end units), 3 (the four east end units) and 4 (all units) along I-680 would be exposed to levels over CNEL 65 dBA and will require sound rated building constructions (windows and/or ex[erior walls) to meet the State Building Code requirement. All residential units in the project will require mechanical ventilation to allow the windows to be closed for noise control. An acoustical consultant should review the architectural design to be sure that the requited treatments are incorporated into the construction documents. 11.3 Porches and decks exposed to a CNEL of 65 to 70 dBA (Buildings 1, 2, 3, 4, 9 and 10) shall be partially enclosed or eliminated. A partial enclosure would consist of a solid six- foot tall balcony railing that would act as a local noise bamer. Porches or decks exposed to levels greater than 70 dBA (Buildings 2, 3, 4, 9 and 10) shall be fully enclosed. A full enclosure would create a deck or porch that is similar to a sun room. It would be constructed out of standazd building materials bu[ need to provide adequate noise reduction. The enclosure could include operable windows ox sliding glass doors so that the area can be open if the occupant desires. An acoustical consultant shall review the design of the porch/deck treatments to confirm that noise levels will achieve the City's goal. San Ramon Village Plaza alive Dedaradon - pa The sitting garden along I-680 would be exposed to a future CNEL in excess of 75 dBA which is considered "deazly unacceptable" for residential development. To reduce noise at the outdoor use azea and at Buildings 2, 3 and 4, the existing sound wall could be extended an additional 275 feet. Aten-foot sound wall would reduce the CNEL to less than 70 dBA which is considered to be "conditionally acceptable". It would be difficult to achieve the City's goal of CNEL 65 dBA at the sitting gazden. Preliminary calculations indicate that the wall will need to be about 18 feet tall to meet the City's outdoor noise goal. Alternatively, a wall could be located immediately adjacent to the sitting guden to block freeway noise. The wall could be one to two feet shorter and achieve the same noise reduction. The exact height and composition can be determined during the detailed design phase. If there is a concern that the baxriex would block views, a clear bamer made of acrylic or glass could be used. An acoustical consultant shall review the design of the bamer to confirm that noise levels will achieve the City's goals. 11.4 The City does not have a quantitative noise standazd for mechanical equipment such as refrigeration units or air-conditioning systems. Noise generated by stationary sources (residential and retail) will need to meet, at a minimum, the performance standards contained in the Noise Element (CNEL of 60 dBA for residential uses). The mechanical design shall be reviewed by an acoustical consultant to verify that the Ciry's standards will be met and that the equipment will not significandy increase existing noise levels at residences and the common outdoor use area adjacent to the retail building. The mechanical and azchitecntral plans should show all required sound attenuating features such as silencers and bamers. Residual Impact: Less than significant with mitigation measures. San Ramon Village Plea • ~ Initial Study - 1 ENVIRONMENTAL REVIEW -INITIAL STUDY 1. Project Title: San Ramon Village Plaza 2. Lead Agency Name and Address: City of Dublin Community Development Department 100 Civic Plaza Dublin, California 94568 3. Contact Person and Phone Number: Deborah Ungo-McComvck, Contract Planner 925.833.6610 4. Project Location: San Ramon Village 8909, 8913-8925 San Ramon Road Dublin, California APN#941-0164-007-04 & 941-0164-003-03 5. Project Sponsor's Name and Address: Michael Banducci Bancor Properties LLC 149 Fust Street Livermore, California 94550 G. Existing General Plan Designation: Retail/Office 7. Existing Zoning Designation: C-N, Retail/Office 8. Description of Project: Site Dennption The project site is located west of I-680 on San Ramon Road between Bellina Street and Alcosta Boulevazd. A Zone 7 channel and storm drain outfall abuts the southeasterly boundary of the site. Project development would not encroach into the Caltrans I-680 right-oE--way or the Zone 7 channel. Figtue 1 shows the project location. San Ramon Village Plaza The site contains an existing retail center and pazking lot for a total of approximately 48,400 squaze feet The project site comprises about 4.6 acres. Peaz uees aze located along the San Ramon Road fiontage with Montece}' pines and shrubs planted at the eastuly perimeter of the property and several Figure 1 Project Vicinity San Ramon Village Plaza + Initial Study _ 3 elm trees located at the southerly portion of the property. Additional trees aze dispersed throughout the parking lot. Project Dercriptiom The proposed project consists of a General Plan Amendment from Retail/Office to Mixed-Use (Retail/Office, Medium Density Residential); a Stage 1 Development Plan to establish zoning of the site; a Statc 2 Development Plan to establish standazds for development of the site; a Vesting Tentative Map and Site Development Permit for review of design and architectural features to provide for the revitalization of a portion of an existing retail center and the construction of residential townhouse uttts. Of the 48,400 squaze feet of existing retail space, approximately 34,000 squaze feet would be demolished to construct residential town homes. The remaining 14,400 squaze feet of retail space would be remodeled and designed to compliment the residential project and create a village type neighborhood. Figute 2 shows the project site plan. The remodeled retail development would include new roof lines and the building surface would be colored stucco. Metal roofing and awnings, new signage and lighting would provide azchitectural detail. Building heights would range from about 19 feet to 32 feet. Landscaping would include planters, new trees and shrubs in the parking lot and building perimeters and new pear street trees along Alcosta Boulevazd. The pazking lot would provide 93 pazking spaces. Figure 3 shows the retail building elevations. The residential development would be constructed on the southern half of the property. Figure 4 shows the residential building elevations. Primary access to the town homes would be off of Bellina Sweet with secondary access through the retail component onto San Ramon Road and Alcosta Boulevazd. The tow~nhome-style condominiums would consist of SG units distributed throughout eleven three-storey buildings with a garage on the fast floor and•two levels of residential space. The maximum building height would be approximately 47.5 feet. The town homes would be two and three bedroom units ranging in size between 1,218 squaze feet and 1,654 squaze fee[. The project would include seven below market rate units. The building surface would.be colored stucco with asphalt rile roofs. Balconies and porch aeeas would have wrought iron railings. Pazking for the residential development would include 112 spaces (two spaces for each townhouse gazage) and 28 non-designated guest spaces located on site. Table ]summarizes the proposed land use components. Table 1: Project Land Use Y~ ~ ~ v~ -~~~--___ _-_ ____.___~ ' Number of Number of Patldng ' i Use Sq. Feet i Housing Units Spaces Retail Space 14,400 ~ - ~ 93 Residential -Mazket Rate ~ - ~ 49 ~ 138*', Residential -Below Mazket ~ ___ -~ Rate i - 7I ' Total 14,400 56j ____ 2311 ; - 1 --~~--- - - - ~--~~_~~~_~-~_- _~~-----~---~ i*Indudes Below Mazkct Rate housing ` ~ Three landscaped open space areas aze located in the residential development There is a tot lot located at the central portion of the development; a sitting garden with public art is located at the comer of Bellina Street and San Ramon Road; and a sitting gazden is located at the easterly project San Ramon Village Plaza Initial Study - 4 boundary. General landscaping throughout the residential development would include trees and other plantings. Asix-foot high wrought iron fence with hedge border would be located along the westerly and southerly perimeters of the residential development. A wrought iron fence with panels would be located at the northeasterly portion of the residential development. Trees and other plantings would be installed along pedestrian pathways. The pedestrian pathways connect the residential buildings and provide access to the open space areas, tot lot and retail development. The project will require a general plan amendment from Retail/Office to Medium-High Density on 2.94 acres of the project site. The site is currently zoned C-N, C-1 and C-2 and will require a rezone to Planned Development to allow the proposed mixed use program. A Stage 2 Development Plan will be required to establish permitted, conditionally permitted and accessory uses, site azea and maximum densities, maximum number of residential units by type and non-residential squaze footage, development regulations, azchitectural standazds, dreuladon system preliminary landscape plan and any other information necessary• for the review of the proposed project. A Site Development Permit must be granted to ensure the proposed project is consistent with the development regulations and requirements of the PD/Stage 2 Development Plan. The project applicant is proposing to split the project site into two lots, which will require a Vesting Tentative Map Eor subdivision of the property into two lots. It is anticipated project construction will take approximately one and one-half to two years. Surrounding Land Uses and Setting: Land uses in the immediate project vicinity include single family residential development to the south and west, a gas station adjacent at the northwest comer of the property and commercial/retail development aaoss Alcosta Boulevazd to the north. Interstate 680 is located to the cast of the project site. 10. Other public agencies whose approval is required: • Building Permits (City of Dublin, Building Depaztment) , • Grading Permits (City of Dublin, Public Works Department • Water and Sanitary Sewer, Dublin San Ramon Service District (DSRSD) t ~~ ,,, L ~, ~. y. s _ ,-= ' ~; ~.~ ----- Project Boundary ~y.,: `- ^ ' ,~ , \ \~ ,, .F t ~ ~~~~ *ti+yv ,J~ /n !~ vL i 1 J ~_ ~~ L _~~~-~ •' tom= ` o ~ ,r h ' _ i• i _ Z ic.,~ \ `\/ ` i N 1N Figure 2 Project Site Plan FwNT F_i.F_v. 2iGHT 5106 F1 EV, SOURCE Dahlin Gmup ~ _~ ~m~~ '/ 'Q cg7r< Q 6aoes P Fv moot P nooen ~ twuoRS C .rnm.r ~ ea~mr ~ mw~.v P r__., S ~.___.~ Vii. ` f~ ~ I i ----- ,\ - W. m ,,\~ EY.cK Fa,sy. •a• Figure 3 Retail Building Elevations L£FT 3ipi 44Y LLL~~~~///~jj~ uu'~c~'~~a' xi; SOURCE,: Oahlin Cmup FRONT ELEVATION REAR ELEVATION t~ Figure 4 Residenrial Building Elevations TYP. SIDE ELEVATION TYP. SIDE ELEVATION (METERED CLOSET) San Ramon Plaza Initial ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED: The environmental factors checked below would be potentially affected by the project, involving at least one impact that is a potentially significant impact as indicated by the checklist on the following pages. ^ Aesthetics ^ Biological Resources ® Hazazds/Hazazdous Materials ^ Miaeral Resources ^ Public Services ^ Utilities/Service Systems DETERMINATION: On the basis of this initial evaluation: ^ Agricultural Resources ^ Cultural Resources ® Hydrology/Water QuaGry ® Noise ^ Reueation ® Mandatory Findings of Significance ® Air Qvality ® Geology/Soils ^ band Use/Planning ^ Population/Housing ^ Transportation/Traffic ^ I find that the proposed project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be pzepazed. ® I find that although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because the revisions in the project have been made by or agreed to by the project proponent. A MITIGATED NEGATIVE DECLARATION will be prepazed. ^ I find that the proposed project MAY have a significant effect on the environment, and an ENVIRONMENTAL IMPACT REPORT is required ^ I find that the proposed project MAY have a "potentially significant impact" or "potentially significant unless mitigated" impact on the environment, but at least one effect 1) has been adequately analyzed in an eazlier document pursuant to applicable legal standazds, and 2) has been addressed by mitigation measures based on the earlier analysis as described on attached sheets. An ENVIRONMENTAL IMPACT REPORT is required, but it must analyze only the effects that remain to be addressed. ^ I ford that although the proposed project could have a significant effect on the environment, because all potentially significant effects (a) have been analyzed adequately in an earlier EIR or NEGATIVE DECLARATION pursuant to applicable standazds, and (b) have been avoided or mitigated pursuant to that eazlier EIR or NEGATIVE DECLARATION, including revisions or mitigation measures that are imposed upon the proposed project, nothing further is required. Signa e ~T~ c,' (Zc.~ty. Printed Name ~~~ zoo ~{ Date For San Ramon Village Plaza ~ ~ ~ Initial Study - 9 EVALUATION OF ENVIRONMENTAL IMPACTS A brief explanation is required fox all answers except "No Impact" answers that aze adequately supported b}' the information sources identified in the References section of this document. ENVIRONMENTAL ISSUES Potrnvally SigniF~ans Posrnmlly Unless less Than SiBsifians Mitigavon Sigvifnns No Impart Inmsponccd Impart Impact 1. AESTHETICS. Would the project: ' a) Have a substantial adverse effect on a scenic vista? ^ ^ ^ b) Substantially damage scenic resources, including, but not hmited 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 its surroundings? ^ ^ ® ^ d) Create a new source of substantial light or ^ ^ ® ^ glare, which would adversely affect day or nighttime views in the area? Discussion: The proposed project would not result in significant adverse impacts to visual resources. A brief discussion of each environmental topic included under Section 1 is presented below. a) The project site is not within a designated scenic vista or scenic highway. Project development would not obstruct any scenic views. b) The project site is developed with retail buildings and pazking lots. Street trees are located along the entire San Ramon Road frontage, along the Belling Street frontage; and groups of trees are located along the easterly boundary of the site and dispersed throughout the existing pazking lot on the westerly portion of the site. Project development would remove 28, ox about 60 percent, of the existing trees. None of the trees planned fox removal are "Heritage Trees" as defined in the City's Tree Ordinance. Of these, ten are located in the parking lot and the remaining 18 trees are located along San Ramon Road, Belling Street and I-680. Eight of the 11 street trees along San Ramon Road would be retained. Of the six trees along Belling Street, five would be removed. Ten of the 18 trees along I-680 would be .removed. Plantings of new street trees along the southerly and westerly project boundaries, combined with a proposed hedge would provide adequate screening. The project wotild include new trees throughout the retail pazking azeas and the residential development. The proposed planting of trees along the easterly boundary would screen views of I-680 from the project site. Project development would not degrade scenic resources at the project site. c) Generally, project development would improve the visual appeazance of the project site. Currently the project site contains two single story buildings that house small retail shops and restaurants and a large retail store. The buildings aze in need of painting and repair. Landscaping is limited to trees located along the westerly, southerly and easterly site boundaries and trees scattered in the pazking San Ramon village Plaza Initial Studv - 10 lot. The proposed project would renovate one of the buildings containing small retail shops and restaurants. The new building roofline would inaease the height of portions of the building. New signage, fa4ade treatments, lighting and plantings would improve the visual appearance of the building. The other building containing retail shops and the lazger structure would be demolished and replaced with the proposed residential development. Extensive landscaping including trees, hedges, plantings and open space azeas would increase the amount of green space at the project site. d) Outdoor night lighting currently exists at the project site including light fixtures in the pazking lot and building signage. The amount of outdoor lighting would increase over what is currently in use because of the increase in development at the site. However, the project landscaping would screen most of the night lights from view, especially along San Ramon Road and Belling Street (where residential development is located). Night lighting and glaze would not significantly increase as a result of the project. Mitigation Measures. None required. F Project development would not have an adverse affect on the ~risual chazacter and quality of the site and surrounding azea. Potrntia0}' Signifiant Po¢nrisay Udns Ics Than Signiritant M1liu~oon Signifiant No Imgn Inmryonttd Impam Imps 2. AGRICULTURAL RESOURCES. In determining whether impacts to agrcculnural resources are significant environmental effects, lead agencies may refer to the California Agricultural Land Evaluation and Site Assessment Mode] (199'n prepared by the Califomia Dept. of Conservation as an optional model to use in assessing impacts on agriculture and fam>land. Would the project. a) Convert Prime Farmland, Unique Farmland, or Farmland of Statewide Imponance (Famrland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the Califomia Resources Agencp, to non-agricultural use? ^ ^ ^ b) Conflict with existing zoning for agricultural use, or a Williamson Act contract? ^ ^ ^ c) Im~olve other changes in the existing environment, which due to their location or nature could result in conversion of Farmland, to non-agricultural use? ^ ^ ^ Discussion: The proposed project would not result in significant adverse impacts to agricultural resources. A brief discussion of each environmental topic included under Section 2 is presented below. a) The project site is a developed retail strip mall in an urban azea. San Ramon Village Plaza Initial Studv - 11 b) The project site is currently zoned C-N Retail/Office. The project site is not subject to the Williamson Act. c) Surrounding lands consist of urban development including residential, commercial and retail. Development of the project site would not result in the conversion of any farmland in the project vicutity. Mitieation Measures: None required. Findine: Project development would not result in a significant impact to agricultural resources. Po~m~Y s~Nr~m Potmtiaap UNas Ins Than Sigiifiant Miugsuon Sippilans No Impart Inm.ponnd Impatt Impart 3. AIR QUALITY. Where available, the significance criteria estabhshed by the applicable air quality management or air pollution control district may be relied upon to make the following determinations. P7ould the project: a) Conflict with or obstruct implememation of the applicable air quality plan? ^ ^ ^ b) Violate any air quality standard or contribute substantially to an existing or projected air quality violation? ^ ^ ® ^ c) Result in a cumulatively considerable net increase of any critetia pollutant for which the project region is nonattainment under an applicable federal or state ambient air quality standard (including releasing emissions, which exceed quantitative thresholds for ozone precursors)? ^ ^ ® ^ d) Expose sensitive receptors to substantial pollutant concentrations? ~ ^ ® ~ ^ ^ e) Create objectionable odors affecting a substantial number of people? ^ ^ ^ Discussion: The proposed project would result in less than significant operational air quality impacts. Potentially significant impacts due to construction actinides could occur. The recommended mitigation measures would reduce potentially significant construction air quality impacts to a less than significant level. A brief discussion of each environmental topic included under Section 3 is presented below. a) The project would not conflict with the Bay Area Air 2000 Clean Air Plan (BAAQMD 2000). San Ramon Village Plaza ~ ~ Initial Study - 12 b) Local Climate The project is within the Livermore Valley. The Livermore Valley forms a small sub-regional air basin distinct from the larger San Francisco Bay Area Air Basin. The Livermore Valley air basin is surrounded on all sides by high hills or mountains. Significant breaks in the hills surrounding the air basin are Niles Canyon and the San Ramon Valle}', which extends northward in[o Contra Costa County. The terrain of the Livermore Valley influences both the climate and air pollution potential of the sub-regional air basin. As an inland, protected valley, the azea has generally lighter winds and a higher frequency of calm conditions when compared to the greater Bay Area. The occurrence of episodes of high atmospheric stability, known as inversion conditions, severely limits the ability of the atmosphere to disperse pollutants verticall}'. Inversions can be found during all seasons in the Bay Area, but are particulazly prevalent in the summer months when they aze present about 90 percent of the time in both morning and afternoon. According to the Bay Area Au Quality Management District, air pollution potential is high in the Livermore Valley, especially for ozone in the summer and fall. High temperatures increase the potential for ozone. The valley traps locally generated pollutants and is often the receptor of ozone and ozone precursors from upwind portions of the greater Bay Area. Transpozt of pollutants also occurs between the Livermore Valley and the San Joaquin Valley to the east. During the winter, the sheltering effect of terrain and its inland location results in frequent surface based inversions. Under these conditions, pollutants such as carbon monoxide from automobiles and particulate matter generated by fireplaces and agricultural burning can become concentrated. Ambient Air Quality Standards. Both the U. S. Environmental Protection Agency (EPA) and the California Air Resources Board (GARB) have established ambient air quality standazds for common pollutants. These ambient air quality standazds aze levels of contaminants which represent safe levels that avoid specific adverse health effects assouated with each pollutant The federal and state ambient standazds were developed independently with differing purposes and methods, although both federal and state standazds aze intended to avoid health related effects. As a result, the federal and state standards differ in some cases. In general, the California state standazds aze more stringent This is pazticulazly true for ozone and PM~o. Federal Air Quality Standards The 1977 Federal Clean Air Act requires the U.S. Environmental Protection Agency (EPA) to identify National Ambient Au Quality standazds (NAAQS) to protect public health and welfare. NAAQS have been established for the six "criteria" air pollutants. These criteria pollutants include ozone (O3), cazbon monoxide (CO), nitrogen dioxide (NOz), sulfur dioxide (SOz), suspended pazticulate matter (PMto), and lead (Pb). EPA publishes criteria documents to justify the choice of standazds. standazds for these pollutants aze listed in Table 2. These standazds represent the levels of air quality necessary, with an adequate mazgin of safety, to protect the public health and welfare. In June 1997, the EPA adopted new national air quality standards for ground level ozone and for fine particulate matter. The EPA intends to phase out the 1-hour ozone standard of 0.12 pazts per million (PPM) and replace i[ with an 8-hour standard of 0.08 PPM. The EPA also adopted an additional standazd for pazticulate matter less than 2.~ microns in diameter (PMzs)• Although currently in effect, the planning process to determine compliance with these new standards and the development of control programs to meet these standards, if needed, aze several yeazs away since a monitoring network has to be established and a minimum 3-yeaz monitoring period is required to determine designations. San Ramon Village Plaza Initial Study - 13 Implementation of the new standards has been further complicated by a recent court decision. On May ]4, 1999, the Court of Appeals for the District of Columbia Circuit ruled that the application of the Clean Air Act, in setting the new public health standazds for ozone and pazticulate matter, was an improper delegation of legislative authority to the EPA, and thus unconstitutional. The decision was appealed to the Supreme Court and on February 27, 2001 the Supreme Cour[ unanimously ruled in favor of the EPA, clearing the way for implementation of the new standazds. State Air Quality Standards The 1988 California Clean Air Act established state standazds for criteria pollutants, which aze also identified in Table 2. These standazds aze referred to as State Ambient Air Quality standazds (SAAQS), and are equal to, or more stringent than, their NAAQS counterpazts. SAAQS have also been established for certain pollutants not covered by the NAAQS, such as hydrogen sulfide and ~~nyl chloride. Bay Area Air Basin Attainment Status The project is within the nine county Bay Area Au Basin. Pursuant to 1990 amendments to the federal Clean Air Act and the California Clean Au Act of 1988, the EPA and CARB have designated air basins within the state where the federal or state ambient au quality standazds aze not met as "nonattainment areas", based on compliance with NAAQS and SAAQS standazds. Because of the differences between the federal and state standards, the designation of nonattainment aeeas is different under the federal and state legislation. Air basins may be either attainment ornon-attainment for each criteria air pollutant. Under the federal Clean Air Act, the Bay Area is currently considered a nonattainment azea for the federal 1- hour ozone standazd and a nonattainment azea for ozone and PMto under the California Clean Au Act. CARB has developed recommended designations for Cahforttia air basins, proposing that the Bay Area be designated as nonattainment for the new EPA 8-hour ozone standards. Levels of PMto at the Liverrttore monitoring site (the monitoring site neazest Dublin) meet the federal ambient standards but exceed the more stringent state standazd. When it passed the California Clean Air Act in 1988, the California Legislamre recognized the relative intractability of the PMto problem with respect to the state ambient standard and excluded it from the basic planning requirements of the Act. The Act did require the CARB to prepaze a report to the Legislature regarding the prospect of achieving the State ambient air quality standard for PMto• This report recommended a menu of actions, but did not recommend imposing a planning process similar to that for ozone or other pollutants for achievement of the standazd within a certain period of time. In addition, a region can be designated non-attainment, transitional or unclassified. The transitional designation recognizes a region's improving air quality, but still maintains some regulatory restrictions and obligations. The unclassified designation is given for a region where data is absent or too limited for designation. California Clean Air Act requirements include annual emission reductions, increased development and use of low emission vehicles, and the submittal of air quality attainment plans by au districts. Bay Area Air Quality Management District The Bav Area Air Quality Management District (BAAQMD) operates a network of air quality monitoring sites in the region, including one in central Livermore on Old First Street. Table 3 shoos a three year summary of air quality data for the Livermore monitoring site for the period 2000-2002. Data are shown for ozone, carbon monoxide, nitrogen dioxide and PMto• The number of days exceeding each standazd is shown for each yeaz. f, San Ramon Village Plaza Initial Study - 14 ;Table 2: Ambient Air Quality Standards & Bay Area Atraiiunent Status ~Averaging~ California ;Attainment 'j Federal Attainment Pollutant ~ Time j Standards ~ Status ~ Standards ~ Status Ozone ~1-Hour (0.09 PPM ( N 10.12 PPM ( N I~ _._. t _.._.._. {__ -_ 8-Hour - 1 0 08 PPM _._... ...---- ~ U ` ?Carbon Monoxide -._~ i { 1 -Hour X20 PPM A (35.0 PPM ~~--t----_- 8-Hour 19.0 PPM ~ A 9.00 PPM A f A ~ Nitrogen Annual ~ t (Dioxide - - -0.05 PPM ( Average i - A j 1 1-Hour '0.25 PPM j A ~ - - Sulfur ~ _ _ Annual Dioxide .--- - Average ~_ v_ - '0.03 PPM ~ r- - --1 -- _ A __ j I 1-Hour ,0.25 PPM ~ A 1 24-Hour j0.04 PPM A 0.14 PPM A I ~Mto i - _. __..- Annual !20 Ng/m3 j `N 50 Ng/m3 _ _ _~ A_~' j 1 24-Hour ',50 Ng/m3 ', N ?150 Ng/m3 ~ U {j IPM2.5 Annual 12 Ng/m3 N 115 Ng/m3 ; ~~ i ~ 1 --------- ~ 3 24-Hour ~- - - ~GS Ng/mY 30-day ~" i .-__- --- - ~ ~ - U - ~ 1 ~ L-ead _ ( ~~ Average _1.5 Ng/m_h A - __ _ ~ ~ _____ ~ { ( ~ Month i I s Average - - ' 1.5 Ng/m A }I ~ PPM =Pats Per hlillion ~ ( ~] INg/m'=Mtccograms per Cubic Meter___ __. _._________,____.____.___ ~ ._-___-~' IA = Attainment N = Nonattainment U =Unclassified Source: Ambient Au Quality standazds & BayArea Attainment Status,.]an 2003 BAAQ To meet federal Clean Air Act requirements, the BAAQMD has adopted an Ozone Attainment Demonstration Plan. In addition, to meet California Clean Au Act requirements, the BAAQMD has also adopted and updated a Clean Air Plan addressing the California ozone s[andard. The control stra[egy con[ained in these plans include new limits on emissions from industry, prohibitions on sources of hydrocarbons, regional transit and HOV programs, buy back programs for older vehicles and educational programs. Table 3 shows that concentrations of carbon monoxide and nitrogen dioxide at the Livermore monitoring site meet state/federal standazds. Ozone concentrations exceed both the state and federal standazds, and exhibit wide variations from yeaz to year related to meteorological conditions. Yeazs where the summer months tend to be warmer than average [end to have higher average ozone concentrations while yeazs with cooler than average temperatures tend to have lower average ozone concentrations. The federal Clean Air Act Amendments of 1970 established national ambient air quality standazds (AAQS), and individual states retained the option to adopt standards that aze more stringent and to include other pollution sources. California had already established its own air quality standards when federal standazds were established. Because of the unique meteorological problems in the San Ramon Village.Plaza ~ ~ Initial Study - 15 state, there is considerable diversity between state (SAAQS) and federal (NAAQS) standazds currently in effect in California, as shown in Table 2. The ambient air quality standards aze intended to protect the public health and welfare, and they incorporate an adequate mazgin of safety. They aze designed to protect those segments of the public most susceptible to respiratory distress, known as "sensitive receptors", including asthmatics, the very young, the elderly, people weak from other illness ox disease, ox persons engaged in strenuous work or exercise. Healthy adults can tolerate occasional exposure to au pollution levels somewhat above the ambient air quality standards before adverse health effects are observed. The Bay Area Air Quality Management District (BAAQMD) operates a regional monitoring network which measures the ambient concentrations of six criteria air pollutants: ozone, carbon monoxide, small diameter pazticulate matter (PM-10), lead, nitrogen dioxide, and sulfur dioxide. Monitoring for ultra-small diameter particulate matter (PM-2.5) began in 1999 using the federal reference method monitoring procedures. Sensitive Receptors BAAQMD defines sensitive receptors as facilities where sensitive receptor population groups (children, the elderly, the acutely ill and the chronically ill) are likely to be located. These land uses include residences, schools, playgrounds, child caze centers, retirement homes, convalescent homes and hospitals. The nearest sensitive receptors to the project site are homes located to the south of the project site and to the east across San Ramon Road. Table 3: Air Quality At Livermore Monitoring Site Pollutant ~ Standard '' Days Standard Exceeded: 2000 ! 2001 j 2002 i Ozone lFedesall-Hour 2 0 ~ 2 F---_~_...._ (Ozone r---------.Y jSrate 1-Hour_ .___._ _7 ~ ------.- 9 ~ _---- ~__-----~ 10 ,__~ Ozone IFedexal8 Hour 2 ____._ 2 _-___. _._ 6uJ Cazbon !State/Federal , , ~Monoxtde~ 8-Hoot 0 0 1. 0 Nitrogen f ~- ~ Dioxide 2 ~Srate 1 Hour 0 0 0 f PMto ~Fedexa124-Hoot 0 ~ 0~ 0 f PMto i Srate 24Hour 2 ~ 3 2 ~ ~ ~Souro-: Annual Bay Area Air,Quaht}•Summanes 2000 2002, BAA Qh1D,__ Operational Impacts The BAAQMD has established thresholds for determining whether a given project has the potential for significant air quality impacts. If a project exceeds the thresholds, detailed air quality analyses are usually required. If the project does not exceed the thresholds, it is typically assumed to have a less than significant impact on air quality. BAAQMD generally does not recommend a detailed air quality analysis for projects generating less than 2,000 vehicle trips per day. The proposed project would generate 970 vehicle trips per day, thus, a detailed air quahty analysis is not warranted. The project would not expose the public to sources of toxic air contaminants or odors. Thus, the project would fall below the BAAQMD thresholds for significant air quality impacts and is not considered a project that could cause an adverse air quality impact. San Ramon Village Plaza Initial Study - 16 Construction Impacts Temporary construction activities may impact air quality, but such impacts aze highly variable from day-to-day depending on the type of construction activity. The BAAQMD has therefore developed a menu of mitigation measures, which if fully implemented, are presumed to achieve a less than significant air quality impact. The range of mitigation measures includes a set of `Basic Control Measures" and "Enhanced Control Measures" if the project construction azea exceeds four acres. Because the project site is lazger than four acres in size, enhanced dust control measures will be required during construction. With implementation of these measures, dust emission impacts during construction would be less than significant. c) The project would not result in significant cumulative net increases in criteria pollutants. The project would generate less than 2,000 daily vehicle trips and, thus, is below the significance threshold. The project would not generate odors, toxics or have the potential for accidental releases of toxics. The project would require a general plan amendment on 3.15 acres of the project site changing the land use from Retail/Office to Medium-High Density residential. The proposed project would not result in significant land use changes that would affect the growth assumed for the city in the Clean Air Plan (CAP) nor would it adversely affect the passenger vehicle trips and miles traveled (VMT). d) Sensitive receptors in the project azea include residential area. Residential uses aze considered more sensitive to air quality conditions than commercial and retail areas because people generally spend longer periods of time at then residences, resulting in greater exposure to ambient air quality conditions. Project operations would not expose the nearby sensitive receptors to significant pollutant concentrations. However, during constrnction activities, sensitive receptors could be exposed to high levels of dust emissions. With implementation of the recommended mitigation measures, dust emission impacts would be less than significant. e) The project would not create any objectionable odors. Mitigation Measures: 3.1 Constmction contractors shall be required to water all active eazth construction areas at least twice daily. 3.2 Construction contractors shall be required to cover all trucks hauling soil, sand and other loose materials or require all trucks to maintain at least two feet of freeboard. 3.3 Construction contractors shall be required to sweep daily (preferabl}' with water sweepers) all paved access roads, parking areas and staging areas at constmction sites. 3.4 If visible soil material is carried onto adjacent public streets, require construction contractor to sweep streets daily. 3.5 Constmcdon contractor shall be required to enclose, cover or apply (non-toxic) soil binders to exposed stockpiles (dirt, sand, etc.). 3.6 Construction contractor shall be required to install sandbags or other erosion control measures identified in the project's Storm Water Pollution Prevention Plan. San Ramon Villaee Plaza • Initial Srudv - 17 Findine: According to the current BAAQbII~ CEQA guidelines, the recommended mitigation measures would reduce construction period air quality impacts to a less than significant level. Po~~, Signif s Pocmmap Udas Ins llnn Signi! s ntiepvon Signifians No Impsn Incoryonrcd Imgn Impsn 4. BIOLOGICAL RESOURCES. Would the project: a) Have a substantial adverse effect, either directly of through habitat modiflcarions, on any species identified as a candidate, sensitive, or speual status species in local or regional plans, polities, or regulations or by the California Department of Fish and Game or U.S. Fish and Wildlife Service? ^ ~ ^ ^ b) Have a substantial adverse effect on any riparian habitat or other sensitive narural community identified in local or regional plans, policies, regulations or by the Califomia Depanment of Fish and Game or US Fish and Wildlife Service? ^ ^ ^ c) Have a substantial adverse effect on federally protected wetlands as defined by Section 404 of the Clean Water Act (including, but not limited to marsh, vema] pool, coastal, etc.) tluough direct removal, filling, hydrological intermption, or other means? ^ ^ ^ d) Interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites? ^ ^ ^ e) Conflict with any local policies or ordinances protecting biological resources, such as a tree preservation pohry or ordinance? ^ ^ ^ f) Conflict with the provisions of an adopted Habitat Conservation Plan, \atural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan? ^ ^ ^ Discussion: The proposed project would not result in significant adverse impacts to biological resources. A brief discussion of each environmental topic included under Section 4 is presented below. a) The project site is cuaendy developed with buildings and a pazking lot. Existing trees were planted when the site was developed. Project development would not adversely affect candidate, sensitive or speual status species. b) There is no riparian habitat located on the project site. A Zone 7 concrete lined canal is located off site adjacent to the southerly project boundary. Project development would not affect the canal. San Ramon Village Plaza c) There are no wetland azeas on the project site. Initial Study - 18 d) Project development would not substantially interfere with the movement of rrrigratory fish and wildlife. e) Project development would result in the removal of approximately 27 trees. None of the trees planned for removal aze "Heritage Trees" as defined in the City's Tree Ordinance. The project landscape plan proposes extensive tree planting including redwoods and oaks. The proposed landscape plan shows the number of replacement trees to be greater than the 27 trees to be removed. The project would not interfere with any adopted habitat conservation plans, narural community conservation plans or other conservation plans. Mitigation Measures: None required. Findine: The project would riot adversely affect biological resources. Potentully Signifioni Patrntislly Unless Less 71ssn Signifinm Miu~uan Signifnns Nn Impact 1nco.p~mN Impact Imgm 5. CULTURAL RESOURCES. Would the project: a) Cause a substantial adverse change in the signi&cance 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 formal cemeteries? Discussion: The proposed project would not result in significant adverse impacts to known cultural resources. In the event unknown cultural resources are discovered on site during earth moving activities, the recommended mitigation measures would reduce potential impacts to unknown cultural resources to a less than significant level. A brief discussion of each environmental topic included under Section 5 is presented below. a) The project site contains a 1970's era shopping center. There axe no buildings on site that are considered historical resources as defined in Section 15064.5. b) There aze no known archaeological resources present on the project site. c) There are no known palentological resources present on site. d) Project development would not disturb any known human remains. San Ramon Villaee Plaza Initial Studs - 19 Mitigation Measures: Should any cultural materials or human remains be exposed or discovered during earth moving activities, the following mitigation measures shall be implemented: 5.] Operations shall stop within 100 feet of the find and a qualified professional azchaeologist shall be contacted for further review and recommendations. 5.2 If human remains are discovered, the Alameda County Coroner shall be notified. The Coroner would determine whether or not the remains were Native American. If the Coroner determines the remains aze not subject to his authority, the Native American Heritage Commission will be notified, who would attempt to idenrify descendants of the deceased Native American. 5.3 If the Community Development Director Fmds that the archaeological fmd is not a significant resource, work would resume only after the submittal of a preliminary archaeological report and after provision Eor reburial and ongoing monitoring accepted. Provisions for identifying descendants of a deceased Native American and for reburial would follow the protocol set forth in the CEQA Guidelines. If the site is found to be a significant archaeological site, a mitigation program will be prepazed and submitted to the Community Development Director for consideration and approval in conformance with the protocol set forth in the CEQA Guidelines. Findine Project development would not adversely affect and known cultural resources. Potmtclle Signifiani Potmeaal~ UNnt Io5'ILn Signifiom AStigarion Signi! t Ko Imgn IncoryontM Imga Imga G. GEOLOGY AND SOILS. Would the project: a) Expose people or stmctures to potential substantial adverse effects, including the risk of loss, injury, or death involving: i) Rupture of a known earthquake fault, as delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other substantial evidence of a know fault? Refer to Division of Mines and Geology Spedal Publication 42. ^ ^ ® ^ ii) Strong seismic ground shaking? ^ ® ^ ^ iii) Seismic-related ground failure, including liquefaction? ^ ^ ® ^ iv) Landslides? ^ ^ ® ^ b) Result in substantial soil erosion or the loss of topsoil? ^ ® ^ ^ c) Be located on a geologic unit of soil that is unstable, or that would become unstable as a result of the San Ramon Village Plua Initial Study - 20 project, and potentially result in on- or off-site landslide, lateral spreading, subsidence, liquefaction or collapse? ^ ^ ® ^ d) Be located on expansive soil, as defined m Table 18-1-B of the Uniform Building Code (1994), creating substantial asks to life or property? ^ ® ^ ^ e) Have soils incapable of adequately supporting the use of septic tanks or alternative wastewater disposal systems where sewers are not available for the disposal of wastewater? ^ ^ ^ Discussion: The Geotechnica/lnvertigatian on Oliver Property prepazed by Terraseazch, Inc. (2002) and Report on Pnliminaty Geophynrallnuettigakon prepared by National Environmental, Inc. were used in analyzing potential impacts. Based on the geotechnical investigation, the project site is subject to strong seismic ground shaking. The recommended mitigation measures would reduce potentially significant impacts. A brief discussion of each environmental topic included under Section 6 is presented below. a) The project site within the Coast Ranges geomorphic province, a belt of sedimentary, volcattic and metamorphic rocks, which extend from southern California to Oregon. The structural geology of the Coast Ranges is complex and dominated by [ranspressive stress concentrated along faults within the San Andreas Fault system. On the eastern portion of the San Francisco Bay, bedrock geology consists of sedimentary and metamorphic rocks ranging from Cretaceous through Quaternary periods (up to 144 million years to present). The materials underlying the project site aze mapped as Late Pleistocene alluvium, which consists of weakly consolidated, slightly weathered, poorly sorted clay, silt, sand and gravel. The Calaveras Fault lies approximately 500 feet west of the western property line and the eastern portion of the Alquist Priolo Special Studies Zone encroaches about ten feet onto the southwestern corner of the project site. A geophysical survey was conducted at the site to determine if any traces or splays of the Calaveras Fault were present in the subsurface of the site. The fmdings of the geophysical survey concluded that no identifiable traces of the Calaveras Fault, or any tectonic offset from splay or conjugate faults exist at the project site. The potential for liquefaction and differential compaction is negligible. Because of the relatively flat site and the nature of the subsurface materials, the potential for landslide is remote. b) Although the project site is relatively flat, there is a potential for uosion during constmction activities due to the nature of the subsurface materials. c) See Item a above. d) The neaz surface clay was found to be moderately expansive. e) Project development would be hooked up to the municipal sewer system. Mitigation Measure: 6.1 Implement the recommendations identified in the geotechnical investigation prepared by Terraseazch, Inc. (2002). San Ramon Village Plaza • ~ • Initial Smdv - 21 6.2 Any changes in grading or building design that would be significancy affected by geologic hazazds or soils conditions, or in [ttm would significandy alter geologic or so$s conditions, shall be accompanied by a re-analysis of those conditions. In addition, any conditions discovered during excavation or grading that significantly depart from the previously described geologic and soils setting shall be evaluated. Finding: With the incorporation of the recommended mitigation measures into the project, the project would not expose persons or property to significant impacts assouated with soil or geologic conditions on the project site. Po~m~ry s~~a~ Posrneaap Udns Ins 7Lan s~t~~ ns~~ s~v~~ vo Imgtt Inwsponad Impact Impact HAZARDS AND HAZARDOUS MATERIALS. Would the project involve: a) Create a significant hazard to the public or the environment through the routine transport, use, or disposal of hazazdous materials? ^ ® ^ ^ b) Create a significant hazard to the public or the environment through reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment? ^ ® ^ ^ c) Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or proposed school? ^ ^ ^ d) Be located on a site which is included on a list of hazardous materials sites compiled pursuant to Government Code Section 65962.5 and, as a result, would it create a significant hazard to the public or the environment? ^ ^ ^ e) For a project located within an airport land use plan 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 m a safety _ hazard for people residing or working in the project area? ^ ^ ^ g) Impair implememation of or physically interfere with an adopted emergency response plan or emergency evacuation plan? ^ ^ ^ lJ ~~ San Ramon Village Plaza Initial Study - 22 h) Expose people or stmctures to a significant risk of loss, injury or death involving wildland foes, including where wildlands are adjacent to urbanized areas or where residences are intermixed with wildlands? ^ ^ ^ Discussion: This discussion is based on the Phare 1 Environmental Site Atrerrment San Raman Village Plaza Dublin California prepazed by Rosewood Environmental Engineering (2002). Volatile organic compounds related to dry cleaning operations aze present in the soil and asbestos-containing materials may be present in the building. Recommended mitigation measures would reduce potentially significant impacts to a less than significant level. A brief discussion of each environmental topic included under Section 7 is presented below. a) Site clean up activities would result in the transport of hazazdous materials. See also Item b. b) A soil sampling and analysis program was conducted in 1998 to investigate the subsurface beneath and adjacent to a former dry cleaning operation at the project site. Sampling results indicated that volatile organic compounds related to dry cleaning operations were detected in soil samples at a two foot depth beneath the floor slab of the dry cleaners. With the exception of Vinyl Chloride, the concentrations were below the Commercial/Industrial Preliminary Remediaton Goals (PRGs) established by EPA Region A as action level guidance at that time (1998). Vinyl Chloride concentrations exceeded the Commercial/Industrial PRGs. A conditional "No Further Action" letter was issued by the Bay Area Regional ~Ciater Quality Control Board (RWQCB) based on the results of the soil sampling and analysis program conducted in 1998. The conditions required that the floor of the dry cleaners be sealed to prevent off-gassing of the vinyl chloride into the building and that the floor seal condition be inspected annuall}'. This action permitted the dry cleaner space to remain in operation as a commercial/office space without cleaning up the soil beneath the space. This work was reportedly performed, the vinyl floor tle removed and disposed as an asbestos-containing material. In 2002 the RWQCB was contacted regazding the conditions placed on the "No Further Acton" letter and the implications if a residential use was developed on the site. The RWQCB stated that if a residental use is developed on the si[e, affected soil exceeding the Residental PRGs will have to be excava[ed from the site as a hazazdous waste. c) There are no existing schools or planned school located with 0.25 mile of the project site. d) The project site is not included on the Depaztment of Toxic Substance Control's site clean up list. (DTSC 2004). e) The project site is not located within the Alameda County Airport Land Use Commission jurisdicton f) The project site is not located within two miles of any private airstrip. g) The project site is not located along any of the City's designated evacuaton routes. The project would not interfere with adopted emergency response and evacuaton plans. h) The project site is within the city limits and surrounded by urban development There are no wildland azeas within the project vianity. San Ramon Villaee Plaza Mitigation Measures: Initial Studv - 23 7.1 Affected soil exceeding the Residential PRGS shall be excavated and removed from the site as hazazdous waste. Once cleaned up, a human Health Risk Assessment shall be prepared to demonsuate that soil gas emanating from the site will not pose a health threat to future site residents. 7.2 A site Health and Safety Plan shall be prepazed that documents the appropriate protocol for construction personnel that may come in contact with contaminated soils. 7.3 Prior to demohtion; the three roof sections of the building shall be sampled to detetmine if they contain asbestos: If it is determined asbestos is present, it shall be disposed of as a hazazdous ma[erial. 7.4 Site clean up and remediation shall be required to meet all federal, state and local regulations. Findine: With incorporation of the recommended mitigation measures into the project, the project would not expose construction workers, occupants and visitors to significant harmful levels of hazazdous materials. Potrnriilly $ipiifiruu PotsatWlp Unless IcsThm Signifiom Misi®uon Signitians No Imp~a InamsponsM Impan Impm S. HYDROLOGY AND WATER QUALITY. Would the project: a) Violate any water quality standards or waste discharge requirements? ^ ^ ^ b) Substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table (e.g., the production rate ofpre-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 pattem of the site or azea, 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 pattem of the site area, including through the alteration of the course of a stream or river, or substantially increase the rate or amount of surface runoff in a manner, which would result in flooding on- or off-site? ^ ^ ® ^ e) Create or contribute runoff water which would exceed the capacity of existing or planned storm water drainage systems or provide substantial additional sources of polluted nuroff? - ^ ^ ^ San Ramon Village Plaza Initial Study - 24 f) Otherwise substantially degrade water quality? ^ ^ ® ^ p~ Place housing within a 100-yeaz flood hazazd area as mapped on a federal Flood Hazard Boundary or Flood Insurance Rate Map or other flood hazard delineation map? ^ ^ ^ h) Place within a 100-year flood hazard area stmctures . which would impede or redirect flood flows? ^ ^ ^ i) Expose people or stmctures 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 mudflow? ^ ^ ^ Discussion: Project construction activities could result in site erosion. The recommended mitigation measures would reduce potentially significant impacts to a less than significant level. A brief discussion of each environmental topic. is presented below. a) The project could temporarily violate water quality standazds or waste discharge requirements if adequate erosion control measures aze not in place during construction. See Section 6 Geology and Soils for a discussion of recommended mitigation measures to reduce the potential for increased erosion at the project site. b) The project would not affect the quality or quantity of the local groundwater table. c) Grading during project construction could compound and increase erosion on site. Increased erosion could result in the sedimentation of receiving waters leading to a reduction in water quality. d) Project development could improve drainage conditions at the project site. Currently, the site is covered with about 95 percent impermeable surface. The proposed project would cover about 62 percent of the site in impermeable surface. This could result in less surface runoff than with the existing development at the site. The project storm drain system would include a 12-inch storm drain along the easterly perimeter of the property that would connect with the existing 12-inch storm drain and Zone 7 storm drain outfall and channel. A 18-inch storm drain located along Bellina Commons would connect with an existing 12- inch storm drain located along the southwester perimeter of the project site. The proposed storm drain improvements would be adequate. e) Project runoff is not expected to adversely affect the capacity of the cuaent storm drain system. f) Other than potential pollutants caused by project constmction (see Item 8d above) there is no project operation that would substantially degrade water quality. g) The project site is not within a 100-yeaz flood hazard area. h) See Item g above. i) The project site is not within the path of a levee or dam. San Ramon Village Plaza Initial Studv - 25 j) The project site is not subject to inundation by seiche, tsunami or mudflow. The site is about 15 miles from the neazest major water body -San Franusco Bay. Mitigation Measures: 8.1 A Storm Water Pollution Prevention Plan shall be prepazed in compliance with the NPDES permit included in the erosion control measures appropriate for the project. Design of these measures shall be updated each year prior to September 30 and approved by the City Engineer. FindinP: With incorporation of the recommended mitigation measures, the project would not violate any water quality standards or waste discharge requirements. Pacenidlp Signifiani Pomnmay~ Unlns Ins Thav Signifiavs Miugarion Signifions do Impatt Ivmsponsd Impus Impart 9. LAND USE PLANNING. Would the project. a) Physically divide an established community? ^ ^ ^ b) Conflict with any applicable land use plan, policy, of regulation of an agency with jurisdiction over the project (including, but not limited to the general plan, speriflc plan, local coastal program, or zoning ordinance) adopted for the purpose of avoiding or mitigating an environmental effect? ^ ^ ® ^ t) Conflict with any applicable habitat conservation plan or natural community conservation plan? ^ ^ ^ Discussion: a) Project development would not divide the established residential community in the project azeas. The project would replace existing retail development with residential development a[ its southerly end providing a land use transition between the new retail development and neazby single-family development. While the proposed residential development is a higher density than neazby low density single-family development, it would be sepazated by a Zone 7 canal and Bellina Street. Project landscaping would screen the new town homes from residences along Belling Street. Residential development to the west is sepazated from the project site by San Ramon Road. b) The project would not conflict with applicable policies of the General Plan and Zot»ng Ordinance. A summary of project consistency is presented as Exhibit A. c) The project would no[ conflict with habitat conservation on natural community conservation plans. Mitigation Measures: None required. F tag: The project would be consistent with the General Plan and Zoning Ordinance and would be compatible with nearby land uses. San Ramon Village Plaza - Initial Study - 26 Potmtiallp SigniLont Potmmay UNas Ins Thin Signiliont Mitigation Signilnnt No Imgtt Inrotpontrd Imgn Impan 10. MINERAL RESOURCES. Would the project: a) Result m the ]oss of availability of a known mineral resource that would be of value to the region and the residents of the state? ^ ^ ^ b) Result in the loss ofavailability of alocally-important mineral resource recovery site delineated on a local general plan, specific plan or other land use plan? ^ ^ ^ Discussion: The proposed project would not result in impacts to mineral resources. A brief discussion of each environmental topic included under Section 10 is presented below a) The project site does not contain any known mineral resources. b) The project site is not designated as a locally important mineral resources recovery site. Mitigation Measures: None required. Findine: Project development would not result in any impacts to known or designated mineral resources. Ponnua0p Signifiont Potrnlvay Udns los'ITan Sigpiliant <.Gtq~ation Significant No Imgn Inmtponttd Imgct Imgn 11. NOISE. Would the project result m: a) Exposure of persons to or generation of noise levels in excess of standards established m the local general plan, spedfic plan or noise ordinance, or applicable standards of other agencies? ^ ® ^ ^ b) Exposure of persons ro or generation of excessive groundbome vibration or groundbome 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 m the 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 San Ramon Villa¢e Plaza Initial Smdv - 27 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? ^ ^ ^ ~ For a project within the t~cinity of a private airstrip, would the project expose people residing or working in the project azea to excessive noise levels? ^ ^ ^ Discussion: This discussion is based on the Euairoumental Noire Impact Analyrir for the Sau Ramon Village Plaza Project Dublin, CA (2004) prepared by Rosen Goldberg & Der. The proposed project would result in temporary noise impacts due to construction activities and residents would be exposed to noise levels in excess of City standazds. The recommended mitigation measures would reduce noise impacts to a less than significant level. A brief discussion of each environmental topic included under Section 11 is presented below. a) The major noise source that affects the project site is vehicular traffic on I-680 and San Ramon Road. Project development would result in temporary noise increases during construction and the introduction of a sensitive receptor (housing) adjacent to the I-680 on-ramp and San Ramon Road. The future noise environment would include noise generated by construction activities, traffic, the project's mechanical equipment and the caz wash at the neazby gas station. City of Dublin Noise Standards The Dublin Noise Element of the General Plan contains a guiding policy to mitigate traffic noise levels to those identified by Table 9.1 of the Noise Element. For residential development, a CNEL of 60 dBA or less is considered "normally acceptable"; a CNEL of 60 to 70 dBA is considered "conditionally acceptable" and requires that noise insulation features be included in the project design; a CNEL of 70 to 75 dBA is considered "normally unacceptable"; and a CNEL of 75 to 8~ dBA is considered "cleazly unacceptable". The City of Dublin does not have a quantitative goal for noise levels in residential outdoor use azeas. The General Plan does, however, identify a CNEL of 60 to 65 dBA as being "conditionally acceptable" for neighborhood parks. Based on this City standard and discussions with City staff, for purposes of this noise analysis, it was assumed a CNEL of 65 dBA is the maximum goal for noise in outdoor use areas. The Noise Element has implementing polices to help achieae the goal of mitigating tnfFic noise impacts. Polity H (of the Noise Element) applies to the proposed project and stales: "Review all mull-family development proposals within the projected 60 CNEL contour for compliance with noise standazds (45 CNEL in any habitable room) as required by State law." The Noise Element allows project designers to use one or more of four available categories of mitigation measures: site planning, architectural layout, noise bazriers or construction modifications to reduce noise impacts. Existing Noise Environment Vehiculaz traffic on I-680 and San Ramon Road represent the major noise source affecting the project site. An existing sound wall along the I-680 southbound on ramp (presumably built to reduce noise at the single-family subdivision to the south of the project site) extends onto the project site at its southeast corner. Noise measurements were made on the projec[ site to quantify the existing noise environment and included two 84hour noise measurements and five short term(15 minutes) measurements. The long term noise measurements recorded a CNEL 83dBA along I-680 and CNEL 66dBA along San Ramon Road. The short-term noise measurements ranged from CNEL 61 dBA to 79 dBA. U San Ramon Village Plaza Initial Study - 28 Future Noise Environment Conrtnrction Noise from construction could generate short term noise levels that are significantly in excess of existing noise levels on the site. Construction sounds include those from diesel powered vehicles, stationary compressors and regular hand tools. Construction equipment typically emits maximum sound levels of 80 to 90 dBA at 50 feet. This is the separation between the closest residential strucrures and the proposed buildings. Therefore, these noise levels would occur when the noisiest construction activities aze occurring at the south end of the site. This noise could interfere with speech communications or, if occurring in the eazly morning or weekends, with sleep. Construction noise could impact nearby residences. The City does not have any quantitative standazds for construction but it is likely that construction noise would be loud enough to cause activity interference at the existing residential azea to the south. This is considered a potentially significant impact. Traffic The project would result in a small decrease in the trips generated by the San Ramon Village Plaza site (see Section 1~ Transportation/Circulation). During the PM peak hour a total of 68 vehiculaz trips are generated by existing retail businesses. With the project, there would be G3 vehiculaz trips during the PM peak hour, a reduction of 5 vehiculaz trips. Project-generated traffic would not result in a significant noise increase in the project azea. The CitS~ of Dublin does not have projections for future traffic volumes along San Ramon Road or I-680. Based on data from the Metropolitan Transportation Commission, traffic volumes along I- 680 will approximately double by the yeaz 2025. This corresponds to a three dBA increase in CNEL. This increase has been applied to the measured noise levels from the freeway and San Ramon Road. The future CNEL at the setback of proposed residential buildings along San Ramon Road will be 71 dBA at ground level of the west end units of Buildings 9 and 10. Along I-680, the upper floors of the east end units of Buildings 2 and 3 would be exposed to a CNEL of 82 dBA. Future noise from I-G80 and San Ramon Road will exceed the City's "normally acceptable" noise level goal of a CNEL of 60 dBA at Buildings 1, 2, 3, 4, 5, 9 and 10. Noise levels at the site could reach up to a CNEL of 76 dBA along I-680 and a CNEL of 71 dBA along San Ramon Road at ground level. Exposure of residential units along I-680 and San Ramon Road to levels over the City's "normally acceptable" goal is considered a significant impact. There are two types of outdoor use azeas proposed: cottssnon spaces at ground level (tot lot and two sitting gardens) and those associated with a specific residential unit (porch or balcony). Two of dte common spaces, the sitting garden along Belling Street (between Buildings 8 and 9) and the tot lot next to Building 2 would be exposed to noise levels within the Ciry's goal. The thud common space is a sitting gazden adjacent to I-680 that would be exposed to noise levels over the 65 dBA goal. Porches and/or decks in Buildings 1 (the four east end uttits), 2 (the four east end uttits), 3 (the four east end units), 4 (all units), 9 (the three west end units) and 10 (all units) would also be exposed to noise levels greater than a CNEL of 6i dBA. Exposure of outdoor use azeas to noise levels over a CNEL of 65 dBA is considered a significant impact. Mechanical Equipment Other potential noise sources associated with this type of project include air-conditioning equipment. Common residential air-conditioners generate a noise level of about 65 to 70 dBA at five feet Since two of the buildings (Building 1 and Building 6) are approximately 40 feet from the San Ramon Villaee Plaza • ~ Initial Study - 29 backyazd fence of the neazest existing residences, the noise levels would be up to 52 dBA. Other mechanical equipment such as pumps and heating, ventilation and air-conditioning (HVAC) would be assouated with the retail uses. These have varying noise levels that aze typically louder than residential equipment and would need to be evaluated as information is made available during the design process. Car Wash The two northernmost residential buildings (Building 10 and Building 11) would have a clear view of the carwash and have the most exposure to carwash noise. Based on noise measurements of another caz wash in Dublin, noise levels inside these residences would reach a maximum of 4] dBA with windows open during the blower ryde, the noisiest part of the wash rycle. Though the carwash migh[ be audible indoors, it would not be expected to interfere with indoor activities such as speech communication. This is considered a less than significant impact. b) There axe no known sources of groundborne vibration associated with the project. c) Since the project-generated increases in traffic noise are less than the threshold for a noticeable increase of three dBA, the increase in traffic noise would be less than significant. d) Constmction noise could impact neazby existing and proposed uses. The City does not have any quantitative standazds fot construction but it is likely that construction noise would be loud enough to cause activity interference at the existing residential azea to the south. This is a potentially significant impact. e) The project is not within two miles of a public airport or public use airport. E) The project is not within the vicinity of a private airstrip. Mitigapon Measures: 11.1 Applicant shall prepare a construction noise mitigation plan. The plan shall include but not be limited to the following: • Constmcrion phasing plan showing the duration of each phase and equipment to be used. • Location of stationary equipment. • Calculation of noise levels at nearest residences and noise sensitive retail spaces. • Name of construction noise coordinator that can be posted at the entry• to the site. Person responsible for responding to complaints and enacting solutions. ] 1.2 Sound-rated building construction shall be used to achieve acceptable indoor noise levels as per the State Building Code and City's Noise Element. The specification of these treatments should be developed during the azchitectural design of the buildings. In general, rooms along the perimeter of the site will require sound rated windows. Units in Buildings ] (the four east end units), 2 (the four east end units), 3 (the four east end units) and 4 (all units) along I-G80 would be exposed to levels over CNEL 65 dBA and will require sound zated building constructions (windows and/or exterior walls) to meet the State Building Code requirement. All residential units in the project will require mechanical ventilation to allow the windows to be closed for noise control. An acoustical consultant should review the azchitectural design to be sure that the required treatments are incorporated into the construction documents. 11.3 Porches and decks exposed to a CNEL of 65 to 70 dBA (Buildings 1, 2, 3, 4, 9 and 10) shall be San Ramon Village Plaza Inirial Studv - 30 partially enclosed or eliminated. A paztial enclosure would consist of a solid six-foot tall balcon}' railing that would act as a local noise barrier. Porches or decks exposed to levels greater than 70 dBA (Buildings 2, 3, 4, 9 and 10) shall be fully enclosed. A full enclosure would create a deck or porch that is sitnilaz to a sun room. It would be constructed out of standazd building materials but need to provide adequate noise reduction. The enclosure could include opuable windows or sliding glass doors so that the azea can be open if the occupant desires. An acoustical consultant shall review the design of the porch/deck treatments to confirm that noise levels will achieve the Ciry's goal. The sitting gazden along I-680 would be exposed to a future CNEL in excess of 75 dBA which is considered "cleazly unacceptable" for residential development. To reduce noise at the outdoor use azea and at Buildings 2, 3 and 4, the existing sound wall could be extended an additional 275 feet. A ten-foot sound wall would reduce the CNEL to less than 70 dBA which is considered to be "conditionally acceptable". It would be difficult to achieve the City's goal of CNEL 65 dBA at the sitting gazden. Preliminary calculations indicate that the wall will need to be about 18 feet tall to meet the City's outdoor noise goal. Alternatively, a wall could be located immediately adjacent to the sitting gazden to block freeway noise. The wall could be one to two feet shorter and achieve the same noise reduction. The exact height and composition can be determined during the detailed design phase. If there is a concern that the bamer would block views, a dear barrier made of acrylic or glass could be used. An acoustical consultant shall review the design of the bazrier to confirm that noise levels will achieve the City's goals. 11.4 The City does not have a quantitative noise standazd fox mechanical equipment such as refrigeration units or air-conditioning systems. Noise generated by stationary sources (residential and retail) will need to meet, at a nununum, the performance standazds contained in the Noise Element (CNEL of 60 dBA for residential uses). The mechanical design shall be reviewed by an acoustical consultant to verify that the City's standazds unll be met and that the equipment will not significantly increase existing noise levels at residences and the common outdoor use area adjacent to the retail building. The mechanical and architectural plans should show all required sound attenuating features such as silencers and barriers. Findine: \X~ith incorporation of the recommended mitigation measures into the project, the project would not expose residential neighbors and projec[ residents to significant unacceptable noise levels. San Ramon Village Plaza Initial Study - 31 Potmtiilly Sigvifiont Potmtiauy UWas loa 7Tm $i~ifwvs Mitigation Signifuanc No Imput Inrotponsed Impart Impact 12. POPULATION AND HOUSING. Would the project: a) Induce substantial population growth in an area, either directly (for example, by proposing new homes and business) or indirectly (for example, through extension of roads or other infrastructure)? ^ ^ ® ^ b) Displace substantial numbers of existing housing, necessitating the construction of replacement housing elsewhere? ^ ^ ^ c) Displace substantial nlunbers of people, necessitating the construction of replacement housing elsewhere? ^ ^ ^ Discussion: The project would result in an increase of 56 housing units in the project vicinity. This would contribute to the Ciy's need for new housing. A brief discussion of each environmental topic included under Section 12 is presented below. a) Using the City's current estimate of the average household size of 2.65 persons per housing unit, a population increase of approximately 148 persons could result. The project site is an infill site and is currently served by existing aty roadways and utilities. b) The project would create 56 new housing units, making a contribution the housing needs of Dublin. The project proposes seven below mazket rate housing units: two units would be available to qualified individuals with very low incomes; one unit would be available to a qualified individual with a low income; and four units would be available to persons with moderate incomes. The project would be in compliance with the City's Indusionary Ordinance. c) The project would replace existing retail space with new housing. This would result in an increase in the housing stock in Dublin. Mitigation Measures: None required. Findinr. The project would not generate a significant increase in population. The project would increase the amount of housing in Dublin including seven below mazket rate housing units. San Ramon Villaee Plaza ~~ Initial Study - 32 Potmaally $i~ifiant Pormeaay Unlrn Inc TLan SigniGam Atitirrtion SiguGont No Impact Incotparncd lmput Impan 13. PUBLIC SERVICES. Would the project result in substantial adverse physical impacts assodated with the provision of new or physically altered government facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for any of the pubbc services: a) Fire protection? ^ ^ ® ^ b) Police protection? ^ ^ ® ^ c) Schools? ^ ^ ® ^ d) Parks? ^ ^ ® ^ e) Other public facilities? ^ ^ ^ Discussion: Project development would not result in significant impacts to existing public services. A brief discussion of each environmental topic included under Section 13 is presented below. a) Fire services aze provided by the Alameda County Fire Depaztment under contract to the City of Dublin. 7ltirrv six line personnel aze assigned over three shifts to the City on three engine companies and one truck company. There aze three fire stations in Dublin: Stations 16, 77, and ]8 (City of Dublin web site: www.ci.dublin.ca.us). First response to the project site would come from Station ]6 with second response from Station ]7; the response time is approximately six to eight minutes (McMillan 2004). All project buildings would be required to include sprinklers in compliance with the Uniform Building and Fire Codes as adopted by the City of Dublin. \tUh$e project development would replace a portion of the existing retail development with new residential development, the project is not anticipated to adversely affect the Department's ability to respond to emergencies within the four to eight minute response time. b) Police services aze provided by the Alameda County Sheriffs Office under contract to the City of Dublin. Patrol, criminal investigation, critne prevention and business office functions aze performed at the Department's business office located at 100 Civic Plaza (City of Dublin web site: www, ci. du b Gn. c a. u s). c) Dublin Unified School Distract serves residents in Dublin. Children living in the new residential development at the project site would attend Dublin Elementary School, Wells Middle School and Dublin High School. Based on the District's student generation rates, approximately 35 school-age children could result from the project (Dublin Unified School District, 2004). d) The project proposes four primary open space/green space azeas within the residential development including a resident's sitting garden with public art a[ the comer of Bellina Street and San Ramon San Ramon Village Plaza Initial Study - 33 Road, a lawn azea at the southeasterly property boundary, a resident's sitting gazden at the easterly property boundary and a tot lot and lawn azea at the northeasterly portion of the residential development. These total approximately 7, 500 squaze feet. Access to the open space aeeas would be restricted to residents and their guess. A deck would be provided in each housing unit. As with other Dublin residents, project residents would be expected to use City and regional pazks. The neazest City pazk is Shannon Park located south of the project site on San Ramon Road. The residential development is estimated to generate about 148 persons based on average household size in Dublin. While some or all of these residents may use Ciry pazks, this potential increase is considered less than significant. e) The project would not adversely affect other public facilities. Mitigation Measures: None required. Findine: Project development would not adversely affect pubhc services. Pomnmap s~;son~ PovmmOy Unless Lss'11w Signifians Miugstian Signifwnt No Impam InmsponsM Impux Impacs 14. RECREATION. Would the project: 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 constmction or expansion of recreational facilities, which might have an adverse physical effect on the environment? ^ ^ ® ^ Discussion: Project development would result in a potential increase in pazk and other recreational facilities. However, potential increases aze expected to be less than significant. A brief discussion of each environmental topic included under Section 14 is presented below. a) The residential development portion of the project would increase the number of residents in Dublin, and it can be expected that these residents will use local and zegional pazks and other zecreadonal facilities. The estimated population increase would not impose a significant increase in use of these facilities. See also Item d under Section 13 Public Services above. b) The project does not include active recreational facilities. A tot lot and two sitting gazdens provide open space areas for passive recreation. A pedestrian pathway system provides safe and convenient access to walk to the retail area of the project and throughout the residential azeas. See also Item d under Section 13 Public Services above. San Ramon Village Plaza Initial Study - 34 Mitigation Measttres: None required. Findine Project development would not adversely affect local and regional recreational fattilities. rotmmnl - Sigdfbvt Po~moill}~ Udns lti~'I1w $ignifiam Mitigaoon Sigdruam No lmga Ivm.pmarcd Imgn Impan 15. TRANSPORTATION/CIRCULATION. Would the proposal result in: a) Cause an increase in traffic, which is substantial in relation to the existing traffic load and capacity of the street system (i.e., result in a substantial increase in either the number of vehicle traps, the volume to capacty ratio on roads, or congestion at intersections? ^ ^ ® ^ b) Exceed, either individually or cumulatively, a level of service standard established by the cotmq~ congestion management agency for designated roads or highways? ^ ^ ® ^ c) Result m a change in air traffic patterns, including either an increase in traffic levels or a change in location that results in substantial safety risks? ^ ^ ^ d) Substantially increase hazards due to a design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)? ^ ® ^ ^ e) Result in inadequate emergency access? ^ ^ ^ E) Result in inadequate parking capacity? ^ ^ ® ^ g) Conflict with adopted policies, plans or programs supporting alternative transportation (e.g., bus tumours, bicycle cacks)? ^ ^ ^ Discussion: The Focused Traffic Analysis for the Proposed San Ramon Village Plaza Development prepared by Omni Means (February 2004) was used in analyzing potential traffic impacts. Based on this analysis, the project would result in a decrease in PM peak hour vehiculaz trips. The project site plan would create potential circulation conflicts. A brief discussion of each environmental topic included under Section 15 is presented below. a) The proposed project would result in a reduction in retail use and the inuoducdon of residential use at the project site. To establish existing site trip generation, traffic counts were undertaken at the project site during the AM (7:00 - 9:00 am) and PM (4:00 - 6:00 pm) on May 1, 2003. f,J San Ramon Village Plaza Initial Study - 35 Table 2: Existing and Proposed Project Net New Trip Generation - AM and PM Peak Hour ~ ~ Net ~ I ~ '~ Total ~ Project ~ Peak i I Proposed ~ Proposed I Proposed j Increase/ ': I Hotrr 'Existing ! Retail Townhomes Project I Decrease i AM ; 27 ' 8 37 ! 45 i 18 ~ , PM ~ G8 ~ 20 43 63 -5= J ~ ~ t i The proposed project would not significantly affect traffic flows in the project azea. As shown in Table 2, the net change in AM and PM peak hour trips between the existing retail center and the proposed project would have a minimal effect on traffic flows and cuaent levels of service at adjacent intersections. Thus, a comprehensive traffic analysis is not required for the project. b) Project generated traffic would not result in an inaease in the level of sen~ice at neazby intersections. c) Project development would not affect existing or future air uaffic patterns. d) The project site plan would create vehicle conflicts. San Ramon Road. The current driveway configuration at San Ramon Road may create vehicle conflicts between inbound patrons accessing internal pazking aisles and those patrons wishing to access the north-south Shell Gas Station easement. Conflicts also may result from patrons traveling through the westbound retail drive aisle and looping azound to the eastbound drive aisle in seazch of a pazking space could conflict with inbound vehicles from San Ramon Road traveling directly to the Shell Gas Station. Main North-South Internal Drive (Bellina Commons) between Alcosta Boulevard and Bellina Stteet. The wide travel width of 24 feet could encourage ("cut' through-traffic between the two public streets within the retail center as well as high vehicle speeds within the center. Truck Turning Radius. At the main internal intersections in the retail and residential areas, muck turning radu aze not adequate for fire and/or garbage truck access. Parking Conflicts. There is a potential for vehicles to pazallel pazk along the curb at the south end of the drive aisle between Buildings 7 and S, which would block residential access. e) The project site plan provides adequate emergency access in compliance with Police and Fire Department standazds. f) The project proposes 93 pazking spaces for retail use and 140 pazking spaces for residential use for a total of total of 233 pazking spaces. The project would be in conformance with the pazking requirements for retail and residential use. San Ramon Village Plaza Initial Studv - 3G The project site is cuaendy served by Wheels Route 201 (with limited services) and County Connection Route 121. The project would include a bus stop on San Ramon Road to the south of the project entrance. This would improve bus service for the project. Mitigation Measures: 15.1 All outbound traffic at proposed project driveways on Bellina Street, Alcosta Boulevazd and San Ramon Road shall be stop-sign controlled to avoid vehicle conflicts at these major ingress/egress points. 15.2 The majority of pazking spaces located in the eastern (reaz) pomon of the site should be designated (18 total) for employee parking. This would maximize access for retail patrons to the majority of parking spaces in the main retail pazking lot. It is recommended that the proposed handicapped pazking space in the reaz retail pazking field be relocated adjacent to the handicapped pazking space proposed in front of the retail building on Belling Commons (i.e. the southwest corner of the building). 15.3 The San Ramon Road limited access driveway shall have additional traffic controls to prevent potential vehicle conflicts for both inbound and internal motorists. Two additional stop-signs shall be installed in conjunction with this driveway [o allow for safe access to the north-south Shell Gas Station easement. It is recommended that astop-sign be installed for westbound traffic at the internal drive aisles' intersection with the north-south easement. Another stop- sign shall be installed for southbound traffic on the north-south Shell Gas Station easement just prior to the outbound traffic flow lane to San Ramon Road. This will prevent internally circulating vehicles from interfering with inbound traffic. 15.4 Remove three diagonal retail pazking spaces to prevent conflicts with through-traffic within the retail center. On the one-way eastbound retail parking drive aisle, the fast diagonal pazking on the south entering Erom San Ramon Drive shall be removed. On the one-way westbound retail pazking drive aisle, the fast diagonal on the south shall be removed. Similarly, the fast pazking space on the east side entering from Belling Street should be removed for traffic purposes. Removal of these spaces will not change the project parking demand conclusions. 15.5 The pazallel curb at the south end of Building 8 shall be painted red to prevent pazked vehicles from blocking gazage access to the last units in Building 7. 15.6 The main internal intersections in the retail and residential areas shall provide adequate truck turning radii for fue and gazbage trucks. 15.7 Traffic calming measures as required by the Ciry Engineer shall be installed on the main north-south internal drive (Belling Commons) between Belling Street and Alcosta Boulevazd. Such measures could include, but aze not limited to, speed tables. Finding: The project would not result in a significant increase in traffic. • San Ramon Village Plaza Initial Study - 37 Po~rndaap Sigw6oni Potrntia0p Unlns Las Than Sigvifom Ttivgaaon Signirxam No Impact Iucoryonnd Impatt lmgtt 1G. UTILITIES AND SERVICE SYSTEMS. Would the project: a) Exceed wastewater treatment requirements of the - applicable Regional Water Quality Control Board? ^ ^ ^ b) Require or result m the construction of new water or wastewater treatment 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 constmction of which could cause significant envirotunental effects? ^ ^ ® ^ d) Have sufficent water supplies available to serve the project from existing entidements and resources, or are new or expanded entitlements needed? ^ ^ ® ^ e) Result in a deterrtsination by the wastewater treatment provider, which serves or may serve the project's projected demand in addition to the provider's existing commitments? ^ ^ ® ^ Be served by a landfilt with sufficient permitted capacity to accommodate the project's solid waste disposal needs?) ^ ^ ® ^ g) Comply with federal, state, and local statutes and regulations zelated to solid waste? ^ ^ ^ Discussion: Project development would not result in adverse impacts to public utilities and service providers. A brief discussion of each environmental topic included undez Section IS is presented below. a) Project development would not result in exceedence of any Regional Water Quality Control Boazd wastewater treatment requirements. b) The project would not result in the need to expand treatment capacity at the Livumore-Amador Valley ~~tater Management Agenry's wastewater treatment facility or Zone Ts water tteatment facility. c) New storm drains would be constructed on site to serve proposed development. Project stone drains would connect with City storm drains along Bellina Street and San Ramon Road. Project development would not require the construction of new or expansion of existing City storm drain facilities. San Ramon Villaee Plaza Initial Study - 36 d) The Dublin-San Ramon Services District (DSRSD) provides water service to Dublin residents. \X'ater is purchased under contract from Zone 7. There is adequate water supply to serve the project. f) Solid waste collection is provided by Livermore-Dublin Disposal. The Ciry has a comprehensive rerycling program that allows residents and businesses to recycle glass, tin, most plastics, newspaper, mixed paper. Aluminum cans and green waste (City web page: ~vww.ci.d~blin.ca.usl. Project generated solid waste would not adversely affect landfill capaaty. g) Project generated solid waste would be in compliance with federal, state and local statutes and regulations. Mitigation Measures: None required. F The project would not resulc in significant impacts to public utilities and service systems. PotmtuDy Sigmrwnt Potrnually Unless Ins TLan SigNE nt Afitigat~n Signifinnt No Impact Incotponted Impact Impact 17. MANDATORY FINDINGS OF SIGNIFICANCE. a) Does the project have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or anima] community, reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory? ^ ^ ® ^ b) Does the project have impacts that are individually limited, but ctimtilacively 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.) ^ ^ ® ^ t) Does the project have environmental effects, which will cause substantial adverse effects on human beings, either directly or indirectly? ^ ^ ® ^ • REFERENCES Ciry of Dublin Heritage Tree Ordinance (No. 5-02). City of Dublin. City of Dubb'n General Plan. Adopted February 11, 1985. Updated to November 5, 2002. City of Dublin. Zoning Ordinann. Adopted October 1999. Updated to November 2002. Dublin Unified School District. Personal communication, February 10, 2004. The Guzzardo Partnership, Inc. San Ramon Village Plaza Tree Dirpotition Plan. Dated January 30, 2003. The Guzzardo Partnership, Inc. San Ramon Village Plaza Landreape Plan. Dated November 4, 2003. The Guzzazdo Pazmership, Inc. Preliminary Landscape Plan. Dated January 3Q 2003. National Environmental, Inc. Repoli on Preliminary Geaphyrica/Inoertigation. September ti, 2002. Omni Means Engineers and Planners. Focured TmfficAnalyrir far the Propored Sax Ramon Village Playa Developmext. Febmary 2, 2004 (updated). Rosen Goldberg & Der. Administrative Draft Enuiroxmenta! Noire ImpanAnalyrir for the San Ramox Village Plaza Aroject, Dublin California. December 9, 2003. Rosewood Environmental Engineering. Phase I Enviroxmenta! SiteArrurment Sax Ramon I/i!lage Playa, Dublix California. May 25, 2002. Teaaseazch, Inc. Geotechnicallnoertigatiox on Oliver Property, Propored ReridextialDevelapment, Nor[heartCornerofSan Ramon Raad and Bel/ixa Street, Dublix California for BancorProperties L.LC. August 21, 2002. PROJECT CONSISTENCY WITI-i DUBLIN GENERAL PLAN AND MUNICIPAL CODE L J • Policy Project's Consistency witb Applicable Policy Mitigation Measures GENERAL PLAN Land Use E/ement ' 2.1 RESIDENTIAL L.ANll USE A. The project proposes a 56-unit townhome-style A. No mitigation necessary. 2.1.1 Housing Availability condominium development The project would be Guiding Policy primarily market rate housmg but will include 7 BT\•fft units (12.5 /o)~ of the total. The project provides an A. Encourage housing of varied housing types, sizes and alternative to the primarily single-family residential prices to meet current and future needs of all Dublin development in the immediate vicinity of the site, residents. (Same as Housing Element Goal #1.) which is consistent with the policy ofencouraging Imnle~ menting Policy varied housing types, sizes, and prices to meet current B. No mitigaton necessary. B. Designate sites available for residential development in needs. the primary planning area for medium to medium-Itigh $, The project is located in the primary planning area and density where site capability and access are suitable and would be a medium-high density (17.8 du/acre) where the higher density would be compatible with development. Nearby residential development is low existing residential development nearby. density single-family residential The project would replace retail use with residential development, providing a transition between the existing residential and the renovated retail use. Project landscaping would screen the development from adjacent and nearby homes and would soften the visual appearance of the • ro ect sift. 2.1.2 Neighborhood Diversity A. "[he project would introduce amedium-high density A. No mitigation necessary. Guiding Policy residential development in a neighborhood that is A. Avoid economic segregation by city sector. predominantly low density residential. The project Implementing Pohcy would increase the diversity of housing stock and B. Allocate medium and medium-high residential densities income in the project area, and would include seven below market rate housing units. to development sites in all sectors of the primary planning area. Require some of the units approved cast B. "1'he project would provide medium-high density town of the Dougherty 1-Tills to be single family detached. homes in an area that is predominantly single-family detached residential development. Page 1 PROJECT CONSISTENCY WITI-I DUBLIN GENERAL PLAN AND MUNICIPAL CODE • • Land Use E/emcnt -continued 2.1.3 Residential Compatibility A. The residential component of the project represents an No mitigation necessary. Guiding Policy increase in building mass from that of nearby A. Avoid abrupt transitions between single-family residential development wlilch is predominantly single- development and higher density development on story detached housing units with yards. The proposed eleven three-story residential buildings would be larger adjoining sites. in mass, both height and bully, than nearby residential Imole_ menting Policv development. B. Require all site plans to respect the privacy and scale of residential development nearby. B. With the exception of Building 1, residential buildings C. Require a planned development zoning process for all located along the westerly and southerly perimeters of proposals over 6.0 urrits per gross residential acre. the property axe oriented [o avoid window looking onto adjacent and nearby houses. From the third floor of units in Building 1, it is possible that residents could look onto the backyards of three houses adjacent to the Zone 7 canal. The new units would be set back approxunately 40 feet from the rear property hne of the single-family lots. Additionally, the proposed landscaping aloug the perimeter of the site would most likely screen views onto neighbors' backyards. C. "17re project application includes a zone change to PD fot the residential com onent of the ro'ect. 2.2 COMRfERCIAL AND INllUSTRIAL LAND USE The existing San Ramon Village Plaza contains 48,400 No mitigation necessary. 2.2.3 Neighborhood Shopping Centers square feet of underutilized retail space Approximately Guiding Pohcy ~ 34,000 square feet would be demolished (including a A. Strengthen existing neighborhood shopping centers. furtumre store) to accommodate new residential development and 14,400 of existing retail space would be renovated and include site improvements such as landscaping, reconfigured parking, lighting and new signage. Building fa4adc treatment would upgrade the visual appearance of the existing retail building. 2.25 Application to the Same Property Within the City of A. The project applicant proposes to subdivide the No mitigation necessary. Dublin of Both the Retail/Office and Medium-Iligh project site into two lots. One lot comprising 1.47 Density Residential Designations as llefined in the acres would contain retail development and the second Dublin General Plan lot would comprise 3.15 acres and would contain residential development. A General Plan Amendment from Retail/Office to bfedium-High Density Residential is requested for the proposed residential lot Project development proposes a zoning change to PD and must be consistent with development regulations and requirements of the PD/Stage 2 Development Plan. Page 2 PROJECT CONSISTENCY WITH DUBLIN GENERAL PLAN AND MUNICIPAL CODE • • land Use Element - conritrued Guiding Policv B 1. Public services and utilities currently serve the No mitigation necessary. A. The City Council may apply to the same property project site. Project storm drain improvements within the City of Dublin both the Retail/Office and would adequately accommodate storm water Medium-High Density Residential designations as ~ runoff at the site. P,xisting utilities and public defined in the Dublin General Plan. services would not be adversely affected by B. "I'he location, extent, density and intensity of mixed use project development. Retail/Office and Dfedium-l-Iigh Density Residential 2. Generally, the site is suitable for amixed-use development will be determined when studies indicate development. -Che site currently contains retail use that: with a tnix of neighborhood serving retail uses 1. Services are available for the use. and a furniture store that has a more city-wide market base. The retained retail uses would be 2. -I'he site is suitable for amixed-use development. neighborhood serving, supporung the proposed 3. The use supports itself and does not draw upon and residential component of the project as well as dilute the 6sca1 base of the remainder of the city. nearby residential development The site has good 4. Proper roadways and roadway capacity are available. vehicular access to I-680 and San Ramon Road, and bus service is available within the block. 5. Mixed-use development would be compatible with 3. The project site contains an older, undemtilized adjacent land uses. commercial center. The revitalization of the retail component combined with a residential project should improve the fiscal base of the center. It would include neighborhood-serving uses that would serve the residential area west of I-680 and would not draw upon the fiscal base of other portions of the city. 4. Project-generated traffic would not adversely ' affect roadway capacity. 5. The project would retain some of the existing retail development wluch would provide retail services for the neighborhood. The residential • component would represent a higher density than adjacent and nearby single-family detached housing. The project site is at the edge of a residential neighborhood, adjacent to major traffic corridors and the new residential development would provide a transition between the nearby lower density residential use and retail use. Page 3 PROJECT CONSISTENCY WI'T'H DUBLIN GENERAL PLAN AND MUNICIPAL CODE • Schools, Public Lands, and Udlides Element 4.4 Sewage Treatment and Disposal Implementing Policy B. Prior to project approval, developers shall demonstrate adequate capacity wdl exist in sewage treatment and disposal facilities for their projects prior to issuance of building permits. 4.5 Water Supply Guiding Policy A. Base General Plan proposals on the assumption that water supplies will be sufficient and that local wells could be used to supplement imported water if Housing E/ement low -and moderate-income to Wastewater in the region is treated by the Irvermore- Amador Valley \Y/ater 1`lanagement Agency and Zone 7. Wastewater treatment facilities are currently being upgraded to serve planned growth within the Livermore Valley. Project development could be accommodated. Water service is provided by the Dublin-San Ramon Services District. The project could be accommodated with existing water supply and would not adversely affect the District's ability to serve this development or other future development in their service area. The project would comply with the Indusionary Ordinance providing two housing units for very low income households; one unit for a low income household; and four units for moderate income households. No mitigation necessary. No mitigation necessary. No mitigation necessary. 3. Regrure the development oflower-income housing. Seismic Safety and Safety Element Guiding Policy A. Geologic hazards shall be mitigated or development shall be located away from geologic hazards in order to preserve life, protect property, and reasonably lintit the financial asks to the City of llublin and other public agencies that would result from damage to poorly located public facilities. Implementation Policies 8.1.1 Stmcmral and Grading Requirements A. All stmcmres shall be designed to the standards delineated m the Uniform Building Code and Dublin grading ordinance &"design earthquake" shall be established by an engineering geologist for each structure for which ground shaking is a significant A. A portion of the project site is in an Alquist-Priolo Special Studies Zone. The buildings will be designed to meet the standards of the Uniform Building Code (UBC) and recommendations in the geotechnical report prepared on the proposed project. Implementation Policies el. Buildings will be designed in compliance with the UBC and local building codes. See mitigation Measures 6.1 and G2. Page 4 PROJECT CONSISTENCY WITH DUBLIN GENERAL PLAN AND MUNICIPAL CODE • • Seismic Safety and Safety E/emenr -continued B. Stmctures intended for human occupancy shall be at least 50 feet from any active fault trace; freestanding garages and storage structures may be as close as 25 Ceet.'I'hese distances may Ire reduced based on adequate cxploradon to accurately locate the fault trace. C. Generally, facilities should not be built astride potential mpmre zones, although certain low-risk facilities may be considered. Critical facilities that must cross a fault, such as oil, gas, and water lines, should be designed to accommodate the maximum expected offset from fault rupmre. Site specific evaluations should deternune the maximum credible offset. 8.1.2 Required Geotechnical Analyses A. A preliminary geologic hazards report must be prepared for all subdivisions. Any other facility that could create a geologic hazard, such as a road or a budding on hillside terrain, must also have such a study. Each of the hazards described in the Seismic Safety and Safety Element must be evaluated. This hazard analysis shall be prepared by a registered engineering geologist. B. Detailed geologic studies will be required at the tentative map stage for all projects within the Landslide Hazard Arca Boundary on the Geologic Hazards and Constraints map, and for other proposed projects if [he preliminary investigation indicates a potential geologic hazard. Proposals for mitigation should be included at this stage.l7te detailed analysis for projects in the Landslide Hazard Area Boundary must consider. As previously stated, an Alquist-I'riolo Special Smdics Zone (for the Calaveras Fault) encroaches about ten feet onto the site. A geophysical survey conducted at the site determined that no identifiable traces of the Calaveras Fault or any tectonic offset from splay or conjugate faults exist at the site. C. Project developmem is not located on any rupture zones. A. A geologic hazards report has been prepared for the project site and includes design recommendations to mitigate for seismic conditions at the project site. B. 1-he project site is within the Alyuist-Priolo Special Studies "Lone, Preliminary Special Studies Zone and Landslide Hazard Area. "I7ie geotechnical investigation prepared for the project identifies appropriate engineering measures for project development. See 1\Gtigation Measures 6.1 and 6.2. See Mitigation measures 6.] and 6.2. Page 5 PROJECT CONSISTENCY WITH DUBLIN GENERAL PLAN AND MUNICIPAL CODE • Seismic Salcry and Safety Element -continued B. continued See blitigation 1\feasures G.1 and 6.2. 1. Cumulative effect of new development on a partially ' developed slide; 2. Effects of septic leach systems, garden watering, and altered drainage patterns; 3. Impact of maximum credible earthquake; 4. Where apphcable, passage of the Calaveras Fault through or under landslide deposits; 5. llebris flow and other down slope hazards (especially common east of Dublin). Care must be taken not to locate stmcmms in the path of potential debris flows. G. Where published maps identify or show "ancient" or Quaternary slides on sites of proposed development, their stability must be analysed, and effects of the proposed development on the area's stabihry must be evaluated by a soils engineer. C. If the preliminary report indicates liquefaction C. According to the geotechnical investigation prepared potential, an engineering analysis and design, if on the project site, the potential for liquefaction is necessary, to mitigate liquefaction hazards, shall be negligible. required for all stmctures planned for human occupancy. D. Evaluation for shrink-swell potential shall be included D. According to the geotechnical investigation, soils arc moderately expansive. Recommended mitigation with all so0s reports and design recommendations formulated 'where the potential is present These measures would minimize potential damage caused analyses and recommendations shall indude public from shrink-swell soil conditions. stteets and utilities, in order to reduce future pubhc repair costs. Page 6 PROJECT CONSISTENCY WITH DUBLIN GENERAL PLAN AND MUNICIPAL CODE • Seismic Salery and Salery Element -continued E. A fault rupture evaluation, as outlined by the State of E. A geophysical survey conducted a the project site Sec Mitigation Measures 6.1 and 6.2. California for Special Studies Zones (Alquist-Priolo determined no identifiable traces of the Calaveras Fault Act), shall be req»ired for all development within the or any tectonic offset from spay or conjugate faults Revised Special Studies Zones as shown on the exist at the project site. Geologic Hazards and Constraints map. The fault mpmre evaluation should be conducted after building sites are specifically defined. Sites situated outside of , this zone but within the Preliminary Zones (Slossen, 1973) shall be evaluated if proposed for multifamily dwellings or for public or recreational facilities f . Any changes in grading or building design that would ['. Changes in site grading or building design am subject be significantly affected by geologic hazards or soils to additional analysis by the City. conditions, or in tum would significantly alter geologic or soils conditions, shall be accompanied by a re- analysis of those conditions. In addition, any conditions discovered during excavation or grading that significantly depart from the previously described geologic and soils setting shall be evaluated. Page 7 PROJECT CONSISTENCY WITH DUBLIN GENERAL PLAN AND 114UNICIPAL CODE a • 8.2 Safety Volatile organic compounds related to dry cleaning See hlitigarion Measures 7.1 through 8.2.4 Flazardous Materials operations are present in the soil. Vinyl Chloride 7.4. A. Maintain and enhance ability to regulate use, transport, concentrauons were the only the only compotmd that exceeded the Commercial/Industrial PRGs. Work was and storage of hazardous materials and to quickly identify Porformed to abate this pcoblem and the KWQCH issued a substances and take appropriate action during "No Further Action" letter. Flowever, the \ ntyl Chloride emergencies. concentrations exceed the Residential PRGs standard and will need to he removed. No sampling for asbestos was conducted. Noise E/emenr Guiding Policy A. Future noise from T-G80 and San Ramon Road would Sec Mitigation Measures 11.1 through A. Where feasible, mitigate traffic noise to levels indicated by expose Buildings 1, 2, 3 and 4 to 82 d13A and Buildings 11 4 Table 9.1: Land Use Compatibility for Community Noise 9 and 10 to 71 dBA which exceeds the City noise Environments. standard for residential development The Implementing Policies recommended mitigation measures would reduce noise exposure to acceptable levels. P. Noise impacts related to all new development shall be F. A certified acoustic consultant was used to prepare the analyzed by a certified acoustic consultant. noise analysis Cor the proposed project. FL Review all multi-family development proposals within the H. With implementation of the recommended mitigation projected GO CNEL contour for compliance with noise measures, the project would be in compliance with standards (45CNEL in any habitable room) as required noise standards required by State law. by State law. Page 8 PROJECT CONSISTENCY WITH DUBLIN GENERAL PLAN AND D4UNICIPAL CODE • .~ ZONING ORDINANCE Code Section Project's Consistency with Applicable Section ~ Mitigation Measures Cba/~ter 8.32 -Planned Development Zonrgg Dirtrid 8.32.060 General A. C. D. Minimum Area. The minimum area for a Planned Development Zoning District shall be 4 acres, however, a district may be less than 4 acres tit size upon a finding by the Director of Community Development that there is a unique character to the site, to the proposed land use, oc to the proposed improvements which for which the Planned Development'Lonittg District is better suited than eonventionalzoning. Uenstaes, floor axes ratios, and square tootages. The densities in residential areas, and floor area ratios and square foo[ages in nonresidential auras may not exceed the densities, floor area ratios, or square footages permitted m the Dublin General Plan and applicable Specific Plans for such uses. Other Zordng Regulations. Except as specifically modified by a Planned Development District Ordinance, all development in the Planned Development District site shall be subject to the rebndations of the closest comparable zoning district as determined by the Director of Community Development, and of the Zoning Ordinance. Maimenance. Maintenance of all lands included within a Planned llevelopment not utilized for building sites, public roads and public uses shall be assured by recorded land agreements, covenants, proprietary control other stated devices which attain this objective. 'Ihe proposed method of assuring the maintenance of such lands shall be included as pazt of the provisions of the Planned Development District Ordinance A. The project site totals 4.62 acres. The entire site (including retail and residential uses) would he No mitigation necessary. incorporated as a PD to ensure the retail component and the residential are integrated. u. r ne project proposes t t.a um[s per acre wntcn is consistent with the hfedium-High Density Residential land use designation which allows ]4.] - 25.0 units per acre. 17te proposed square footage for the retail development would be consistent with development standards Eor the C-N Retail Office zoning district. C. The RDI district requires that 30%of the net site area be reserved for common useable outdoor space. Landscape coverage totals approximately 0.89 acre or 30.36% of the site. A tot lot is also provided. D. A Homeowners Association will be established and will be responsible for the maintenance of common areas, private roads, etc. 1'agc 9 PROJECT CONSISTENCY WITH DUBLIN GENERAL. PLAN AND MUNICIPAL CODE ~I Chapter 8.76 Off-S<reet Parking and Loading Regulations 5.76.080 Parking Requirements by Use Type The project would provide parking as follows: Condominiums: 112 parking spaces No mitigation necessary. Residences -Condominiums, 2+ Bedrooms: 2 covered or Guest: 2S non-designated garaged pee dwelling plus guest parking. Retail: 93 parking spaces Guest Parking - 1 guest parking space for every 2 dwelling urilts. The project would conform with off-street parking Neighborhood Retail - 1 space per 300 square feet requirements. Restaurant - 1 s ace cr 100 s uare feet. 8.76.090 Loading Requirements The project proposes one loading space and would be in No mitigation necessary. 1 loadin s ace er 25,000 oss floor area. compliance with code requirements. Heritage Tiee Ordinance -Section 5.60 A Hetitage Tree is any Oak, Bay, Cypress, Dlaple, Redwood, Buckeye and Sycamore tree having a trunk or Project development would result in the removal of 27 No mitigation necessary. main stem of 24 inches or more in diameter measured at trees. None of the trees planned for removal arc Heritage 4.5 feet above natural grade. A permit is required [o Trees. A project landscape plan has been prepared as part remove any Heritage Trec of Ibe planned development plan for the project. Page 10 1 1 1 1 I' ~ .. '' ~ . ,~ . 1 ~. 1~ ~ ".. 1 . _ '~, Environmental • GeotechnicJ • Special Inspections• Materials Testing -- - SF.RVI\C NORTHERN CALIFOfL\in Sl;\cE 1969 . GEOTECHNICAL INVESTIGATION On OLIVER PROPERTY Proposed Residential Development Northeast Corner of San Ramon Road and Bellina Street Dublin, California for BANGOR PROPERTIES LLC By TERRASEARCH, inc. Project No. 9577.G 21 August 2002 FEB 0 7 2003 DUBLIN PLANNINt', Pr~ozo~3 [~ 1 1 ' .GEOTECHNICAL ' GEOLOGICAL ENVIRONMENTAL ' SPECIAL INSPECTIONS ' MATERIALS TESTING ' SAN JOSE: 6840 Via Del Oro Suite I10 ' San Josc; CA 95119 (408)362.4920 Fax: (408)362-4926 1 LIVERMORE: 257 Wright Brothers Ave. ' Livcrtnorc, CA 94550 (925)243-6662 Fax: (925)243-6663 ' SACRAMENTO: 4200 N. Freeway Blvd. Suite 2 Sacramento, CA 95834 (916)564-7809 ' Fax: (916)564-7672 ~~~;, Envvonmental • Geotechnical • Special Inspections • Materials Testing ' SERVI\G NORTHEIL~ CAUFO&\IA S4\CE 1969 Mr. Mike Banducci Bancor Properties LLC 1459 First Street Livermore, California 945,50 Subject: Oliver Property Project No. 9577.6 21 August 2002 Proposed Residential Development Northeast Comer of San Ramon Road and Bellina Street Dublin, Califomia GEOTECHNICAL INVESTIGATION Deaz Mr. Banducci: In accordance with your authorization, TERRASEARCH, inc. has performed a geotechnical investigation at the subject site located in Dublin, California. The accompanying report summarizes our findings, conclusions and recommendations for use in geotechnical design and construction of the subject project. Our findings indicate that from a geotechnical point of view construction of the proposed residential development is Feasible on the site provided the recommendations of this report are cazefully followed and are incorporated into the plans and specifications. Should you have any questions relating to the contents of this report or should additional information be required; please conta~ ffice at your convenience. Reviewed~%~~~ r S mon Makdessi, P.E. Senior Engineer No. 60007 1 Exp.l1630~04 - s\ C Cl~ o~`a\~' OF AItF Copies: 6 to Bancor Properties LLC Very truly yours, inc. /A (/~111r~ e Harris, P.E. - ect Engineer 1 ' Project No. 9577.G Geotechnical Investigation / Oliver Property, Dublin, CA 21 August 2002 J TABLE OF CONTENTS Paee No• ' LETTER OF TRANSMITTAL ............................................................................................. GEOTECHNICAL INVESTIGATION ................................................................................. ..........2 ..........4 Purpose and Scope ...........................................................................................:......... ..........4 I' Proposed Development ...............:.............................................................................. Site Location and Descriptiori .................................................................................... ...:......4 ..........5 ~ Geologic Setting ......................................................................................................... ..........5 Seismic Consideration ....................:.:........................................................................ ..........6 ' Subsurface Conditions ............................................................................................... ..........7 UBC Earthquake Design Criteria ............................................................................... ..........8 DISCUSSION, CONCLUSIONS AND RECOMMENDATIONS ....................................... ..........9 General ..:.................................................................................................................... ..........9 ' Demolition/Clearing .................................................................................................. ........10 '' Grading ....................................................................................................................:. ........11 Foundations ................................................................................................................ ........12 Spread Footing Foundations ............................................................................... ........12 ' Post-Tensioned Slab Foundation ........................................................................ ........13 Structural Mat Foundation .................................................................................. ........14 General Construction Requirements for Structural mat and Post Tensioned Slabs... ........14 ' Interior Slab-on-Grade Construction ........................................................................ ........15 Retaining Walls ......................................................................................................... ........16 ' Pavement Areas .........................................................:.............................................. Utility Trenches ......................................................................................................... ........18 ........19 General Construction Requirements .......................................................................... ........20 ' Project Review and Construction Monitoring ......:.....:.............................................. References .................................................................................................................. ........21 ........23 GUIDELINES FOR REQUIl2ED SERVICES ...................................................................... ........24 ' LIMITATIONS AND UNIFORMITY OF CONDITIONS .................................................. APPENDIX A ...................................................................................................:.................... ........26 ........27 Field Investigation ..................................................................................................... ........28 ' Figure 1, Site Plan ...................................................................................................... Figure 2-4, Logs of Test Borings .........................................................................:..... ........29 ........30 APPENDIX B ........................................................................................................................ ........33 ' Laboratory Investigation ............................................................................................ Summary of Laboratory Test Results ........................................................................ ........34 ........35 Figures 5 - 7, Gradation Test Results ......................................................................... ........36 ' Appendix C ............................................................................................................................ The Grading Specifications ........................................................................................ ........39 ........40 Guide Specifications for Rock Under Floor. Slabs ..................................................... ........46 1 1 ' TERRASEARCN, inc ~ Page 3 of 46 Project No. 9577.G Geotechoical Investigation / Oliver Property, Dublin, CA 21 August 2002 GEOTECHNICAL INVESTIGATION Purpose and Scope The purpose of this investigation was to evaluate the geotechnical conditions at the site of the proposed residential development located in Dublin, California. Based on the results of the investigation, criteria were established for the grading of the site, design of foundations for the proposed structures, and the construction of other related facilities on the property. Our investigation included the following: a) Review of available literature to identify possible geologic hazazds and evaluation of the geologic and seismic setting of the site; b) Field reconnaissance by the Soil Engineer; c) Drilling and sampling of soil samples from the test borings; d) Laboratory testing of the soil samples; e) Analysis of the data and formulation of conclusions and recommendations; and f) Prepazation of this written report. Proposed Development It is our understanding that the proposed project is understood to consist developing the subject site for apartment buildings and associated pazking. The buildings aze proposed to be two story wood frame structures. The extent of grading is not ]mown, but given the relatively flat nature of the site, is expected to consist of minor cutting and filling to achieve design grade. ' TERRASEARCH, ina ~ Page 4 of 46 t Project No. 9577.C Geotechuical luvestigatioo / Oliver Property, Dubliu, CA 21 August 2002 Site Location and Description The irregulaz shaped site is located in Dublin, California. The site is relatively flat and is approximately 4.5 acres in size. The subject site is bounded to the north by Alcosta Boulevazd, to the west by San Ramon Road, to the south by Bellina Street, and to the east by a slope down to Highway 680. The eastern side of the site is currently occupied by various existing commercial businesses, while the remaining portion of the site is paved. No vegetation cover currently exists on the site with the exception of a few trees located in planter azeas within the pazking lot. This description of the site is based on a site reconnaissance by the Soil Engineer and a site plan provided to us by Carlson, Bazbee, & Gibson inc. Geologic Setting The subject site is within the Coast Ranges geomorphic province, a belt of sedimentary, volcanic, and metamorphic rocks, which extend from southern California to Oregon. The ' structural geology of the Coast Ranges is complex and dominated by transpressive stress (combined transform and compressional) concentrated along faults within the San Andreas Fault system. On the eastern portion of the San Francisco Bay, bedrock geology consists of sedimentary and metamorphic rocks ranging from Cretaceous through Quaternary periods (up to ' 144 million years to present). ' The subject site is located in East Bay portion of the San Francisco Bay Area, at southeastern comer of San Ramon Valley Road and Alcosta Boulevazd in Dublin, California. Based on i' published materials by Helley (1979), the materials underlying the site were mapped as Late Pleistocene alluvium, which consists of weakly consolidated, slightly weathered, poorly sorted !' clay, silt, sand and gravel. The Late Pleistocene alluvium grades from course-grained to fine- TERRASEARCH, inc Page 5 a(46 ' Project No. 9577.G Geotecbuical Investlgadou / Oliver Property, Dubliu, CA 21 August 2002 grained with distance from the ancient fan-heads. This unit has a maximum thickness of approximately 150 feet and is at least 35,000 to 70,000 years old. The origin of this deposit was flowing water on ancient alluvial fans. Based on the DMG Dublin Quadrangle Alquist-Priolo (AP) Earthquake Fault Zones Map (1982), Calaveras Fault lies approximately 500 feet west of the western property boundary line. The Calaveras Fault is considered an active strike-slip fault by the AP Earthquake Fault Zoning Act of 1994. The eastern portion of the AP-Zone encroaches approximately 10 feet onto the southwestern corner of the subject property. Other potentially active faults in the San Francisco Bay Area include the Hayward Fault, Greenville Fault, Green Valley-Concord Fault, San Andreas and the San Gregorio Fault, which lie approximately 13 km west, 17 km east, 18 km northeast, 42 km west and 54 km southwest of the subject site. Seismic Considerations Damage to structures related to fault movement may be divided into two categories: a) Primary deformation such as displacement of a structure located directly on a fault and violent ground shaking; and b) Secondary failure such as lurch cracking, landsliding, liquefaction, and differential compaction. Surface faulting or ground rupture tends to occur along lines of previous faulting. ' TERRASE.4RCK, inc. previously performed a geologic investigation for the subject site in 1976. Our previous report included review of other nearby fault studies to the site and trenching two trenches across the proposed building pad (current structure on the site). The trenches did not reveal any fault shears or fault related activity and the active trace of the Calaveras Fault was determined to I' be approximately 250 to 300 feet west of the site. However, based on current knowledge, the TERRASEARCH, inc Page 6 of 46 I' Project No. 9577.G Geotechnical Investigation / Oliver Property, Dublin, CA 21 August 2002 northern end of the Calaveras Fault is known to segment and have splays which may potentially exist beyond the eastern and western edges of the AP Zone. Ground shaking is a complex concept related to velocity, amplitude, and duration of earthquake vibrations. Damage from ground shaking is caused by the transmission of earthquake vibrations from the ground to the structure. The most destructive effects of an earthquake aze usually seen where the ground is unstable and structures aze poorly designed and constructed. Maximum accelerations in rock and soil aze based on the attenuation relationships formulated by Sadigh and Chang (1997) and Abrahamson and Silva (1997). FRISKSP computer program by Blake (2001) was used to calculate site-specific probabilistic peak ground accelerations (PGA) for the site. FRISKSP is a computer program for the probabilistic estimation of seismic hazard using three-dimensional faults as earthquake sources. Using a 10% probability of exceedance within 50 yeazs with maximum-horizontal ground acceleration was calculated for the site at 0.968. This calculation considered all active earthquake fault zones within a 100-kilometer radius of the site and a return period of 475 years. The secondary hazazd of landslides is remote and due to the nature of the subsurface materials and low topographic relief of the site and the secondary hazazd of liquefaction and differential compaction is also negligible. The site will experience strong ground shaking if a lazge earthquake occurs along the Calaveras Fault, the site is located within a Seismic Hazazd Zone (DMG, 1997). Since the subject site is not located neaz the ocean or on a lakefront, the secondary hazazds of tsunamis and seiches aze not probable. Subsurface Conditions The subsurface conditions as encountered in the three borings were variable across the site. Boring I consisted of 3.5 feet of dazk brown sandy clay underlain by a block of concrete which terminated the boring. Boring 2 consisted of 6.5 feet of dazk brown sandy clay, overlying six feet of light brown sandy clay, underlain by 9 feet of light brown silty sand with gravel, which overlies brown silty clay to the maximum depth explored of 25 feet. Boring 3 consisted of 16 TERRASEARCH, inc Page 7 of 46 'I' Project No. 9577.G Geotechnical Investigation / Oliver Property, Dublin, CA 21 August 2002 feet of brown silty and sandy clay which was underlain by brown gravelly silt to the maximum depth explored of 20 feet. Based on laboratory testing, the near surface clay was found to be moderately expansive. No groundwater was encountered in the borings, however, fluctuations in, the groundwater table will vary with changes in seasonal rainfall and urbanization. A more thorough description and stratification of the soils encountered along with the results of the laboratory tests aze presented on the respective, "Logs of the Test Borings", Appendix A. The approximate locations of these borings are shown on Figure 1, "Site Plan", Appendix A. UBC Earthquake Design Criteria The 1997 Uniform Building Code (LJBC) Chapter 16, Division N Earthquake Design requires that structures be designed using certain earthquake design criteria. The criteria are based in part on the seismic zone, soil profile and the proximity of the site to active seismic sources (faults). During an earthquake event, structures located very close to active faults can be subjected to neaz source energy motions that may be damaging to structures, if the effects of these energy motions are not considered in the structural design. The UBC indicates that the types of seismic sources (active faults) that generate near source (Na and Nv) greater than 1.0 aze classified as Type A or Type B. The neazest Type A or Type B active fault to the site is the Calaveras Fault, which is located approximately 500 feet west of the subject site and is categorized as a Type A fault. Based on the geotechnical data in the referenced report and the selection of criteria of the 1997 UBC, Chapter 16, Division N, Earthquake Design, a summary of the earthquake design criteria for use in the design of the proposed structures is as follows: Seismic Zone = 4 Soil Profile Type = Sp Neaz Source Factor N, = 1.50 Neaz Source Factor Nv = 2.00 TERRASEARCfI, inc Page 8 of 46 ' Project No. 9577.G Geotechuical Iovestigatioo / Oliver Property, Dubliu, CA 21 August 2002 DISCUSSION, CONCLUSIONS AND RECOMMENDATIONS General From a geotechnical point of view, construction of the proposed residential development on the site is feasible provided the recommendations presented in this report are incorporated into the project plans and specifications. 2. The most prominent geotechnical feature of the site is the presence of neaz-surface, moderately expansive clay and undocumented fill. The expansive clay material is prone to heave and shrink movements with changes in moisture content and, consequently, must be cazefully considered in the design of grading, foundations, drainage, and landscaping. The recommendations provided in the following sections will minimize the effects of expansive soil movement. 3. Fill material ranging up to approximately 4 feet was encountered in boring 1. The extent of this fill is not known. It is passible that other azeas of undocumented fill may exist on the site. To our knowledge, no records of compaction for this material exist. This material will need to be removed and placed back as engineered fill in accordance with the recommendations provided under the heading "Grading." In addition, due to the presence of previous and existing structures, contingencies should be made for the possibility of encountering old fill material deeper than 4 feet in azeas. We recommend that during demolition operations additional subsurface investigation of the site by excavating a number of backhoe test pits be carried out to provide a better evaluation of the presence and extent of any old fill. 4. With the exception of the south western comer, the site is outside the AP Zone and additional investigation for faulting is not required by the AP Act. However, since the property is located very close to the AP Zone and the potential for fault segmentation beyond the AP Zone, we recommend that a geophysical survey or exploratory trenching alonf the western side of the property be performed to identify the presence or absence of any anomalies, which may represent subsurface faulting. ' TERRASEARCN, ine Page 9 of 46 ' Project No. 9577.G Geotechnical Investigation !Oliver Property, Dubliu, CA 21 August 2002 Demolition/Cleariue 5. Several structures aze present on the site. Prior to any grading, demolition of the site should be completed. Due to the age of the structures, septic tanks should be expected to be encountered on the subject site. Demolition should include the complete removal of all surface and subsurface structures. If any of the following aze encountered: concrete, septic tanks, gas and oil tanks, storm inlets, foundations, asphalt, machinery, equipment, debris, and trash, these should also be removed with the exception of items specified by the owner for salvage. The owner should specify the saving or removal of shrubs or trees on the site. All trees should be properly grubbed to remove the major root system. In addition, all known underground structures must be located on the grading plans so that proper removal may be carried out. It is vital that TERRASEARCH, inc, intermittently observe the removal of subsurface structures and be notified in ample time to ensure that no subsurface structures are covered and that the root systems from grubbing operations are completely removed. If TERRASEARCH, inc. is not contacted to observe the demolition and removal of subsurface structures, then further backhoe investieation will need to be performed prior to the commencement of mass Qrading. 6. Excavations made by the removal of any structure should be left open by the demolition contractor for backfill in accordance with the requirements for engineered fill. The removal of underground structures should be done. under the observation of the Soil Engineer to assure adequacy of the removal and that subsoils aze left in proper condition for placement of engineered fills. Any soil exposed by the demolition operations, which aze deemed soft or unsuitable by the Soil Engineer, shall be excavated as uncompacted fill or saturated soil and be removed as required by the Soil Engineer during grading. Any resulting excavations should be properly backfilled with engineered fill under the observation of the Soil Engineer. Should the location of any localized excavation be found to underlie any structure, backfill should be compacted to the specifications for engineered fill as recommended in the "grading" section herein. It is important that TERRASEARCH !nc be present during demolition to ensure that all excavations created by grubbing or removal of subsurface structures aze left open and located on a grading plan for future backfill under our observation. If any excavations aze loosely backfilled without our knowledge and TERRASEARCfI, inc Page 10 0(46 Project No. 9577.G Geotechnical luvestigatiou / Oliver Properly, Dublio, CA 21 Augus[ 2002 these excavations aze not located and backfilled during grading, future settlement of these loosely filled excavations will occur and may cause damage to structures and improvements. GradiD 7. The grading requirements presented herein aze an integral part of the grading specifications presented in Appendix C of this report and should be considered as such. 8. Grading activities during the rainy season will be hampered by excessive moisture. Grading activities maybe performed during the rainy season, however, achieving proper compaction maybe difficult due to excessive moisture; and delays may occur. In addition, measures to control potential erosion may need to be provided. Grading performed during the dry months will minimize the occurrence of the above problems. 9. Nonengineered 611 ranging up to approximately 4 feet exists on the subject site. All nonengineered fill must be removed and placed back as engineered fill and compacted to a minimum degree of relative compaction of 90% at 2% to 3% above optimum moisture content as determined by ASTM D 1557-91 Laboratory Test Procedure. 10. Following any stripping, subexcavation, removal of any loose and/or soft soil, and nonengineered fill, the top 8 inches of exposed native ground should be scarified and compacted to a minimum degee of relative compaction of 90% at 2% to 3% above optimum moisture content as determined by ASTM D1557-91 Laboratory Test Procedure. All soils encountered during our investigation aze suitable for use as engineered fill when placed and compacted at the recommended moisture content and provided it does not contain any debris. ' 11. Should import material be used to establish the proper grading for the proposed development, the import material should be approved by the Soil Engineer before it is brought to the ' site. Import material may be of any type, but should preferably have an expansion potential similaz to or less than the on site native soil. However, if select import soil is needed it should be used in 1 ' TERRASF.ARCH, ina Page 11 of 46 1 Project No. 957ZG Geotechaical Iuvestigadou / Oliver Property, Dubliu, CA 21 August 2002 ' the upper level of the building pads to provide a more economical foundation system and better ' foundation performance. The select import material should. meet the following requirements: ' a. Have an R-Value of not less than 25; b. Have a Plasticity Index not higher than 12; ' c. Not more than 15% passing the No. 200 sieve; d. No rocks lazger than 6 inches in maximum size; t 12. It is recommended that any unsupported fill slopes be constructed at inclinations no steeper ' than 2:1 (horizontal to vertical). ' Foundations ' 13. The proposed structures may be founded on either a spread footing foundation, structural mat, or apost-tensioned slab foundation. The following recommendations aze contingent upon adequate surface drainage being constructed as recommended in this report and as designed by the project Civil Engineer and maintained by the property owners at all times. Saread Footine Foundation 14. Continuous and spread footing foundations should extend to a minimum depth of 18 inches below the lowest adjacent pad grade (trenching depth). At this depth, continuous footings may be designed for an allowable bearing pressure of 2,500 p.s.f. due to dead plus sustained live loads, and 3,300 p.s.f. due to all loads which include wind or seismic. Isolated spread footings for columns may be designed for an allowable bearing pressure of 2,800 p.s.f. due to dead plus sustained live loads, and 3,700 p.s.f. due to all loads which include wind or seismic. The specification of structural reinforcement for all foundations is to be performed by a structural engineer. 15. The settlements of footings designed and constructed in accordance with the aforementioned criteria are estimated to be less than one inch. The differential settlement between individual '' TERRASEARCH, rna Page 12 of 46 ' Project No. 9577.C Ceotecbuical Iovesdgatiou / Oliver Property, Dubliu, CA 21 August 2002 ' coltunn or wall footings can be estimated as the difference between the settlements at any two points and should not exceed one-half inch. ' 16. Lateral loads resulting from wind or eazthquake may be resisted in the form of passive pressure on the site of footings and friction between the bottom of the footings and soils on which ' these are supported. The passive soil resistance against footings may be taken equal to a fluid having an equivalent fluid pressure of 250 p.c.f. This assumes that the footings aze placed neat against the soil face or that properly compacted backfill is placed in the space between the footings and the soil faces. A coefficient of friction of 0.30 maybe used. 17. Resistance to uplift developed by lateral loads is provided by the weight of the soil above ' the footing having a density of 120 p.c.f.. ' Post-Tensioned Slab Foundation ' 18. Post-tensioned slabs should be a minimum 8 inches in thickness and designed using the following criteria which is based on the design method of the 1997 Uniform Building Code, ' Chapter 18, Division III, Sections 1816 and t 817, Design of Post-Tensioned Slabs on Ground: ' Liquid Limit = 34% Plasticity Index - = 17 ' Allowable Bearing Capacity = 2,000 p.s.f. Depth to Constant Moisture = 5 feet ' Percent Passing #200 = 50% Edge Moisture Variation Distance: ' Edge Lift = 3.0 feet Center Lift = 5.0 feet ' Differential Swell: Y,n (Edge Lift) = 0.4 inches ' Y,n (Center Lift) = 1.5 inches ' TERRASEARCH, inc. Page 13 of 46 '' Project No. 9577.G Geotechuical Iuvesfigatioo !Oliver Property, Dubliu, CA 21 August 2002 Structural Mat: I, , 19. Structural mat slabs should be a minimum of 8 inches in thickness and designed using the method presented in the 1997 Uniform building Code, Chapter 18, Division III, Section 1815, Design of Slab-on-Grade Foundations 20. Based on the above, it is recommended that the structural mat foundation be designed using an Effective Plasticity Index value of 17. The maximum allowable bearing pressure at the base of the mat and for localized thickened footings should not exceed 2,000 p.s.f. for dead plus sustained live loads. Thickened footings that extend at least 12 inches below pad grade may be designed using an allowable bearing pressure of 2,500 p.s.f. 21. As an alternate to the above design method, the structural mat slabs can be designed using a Modulus of Subgrade Reaction of 150 p.c.i. General Construction Requirements for Structural Mat and Post-Tensioned Slabs: 1 22. To decrease the amount of potential swelling, the subgrade soil in the upper 12 to 18 inches shall be saturated until a moisture equilibrium is achieved (minimum 5% above optimum moisture) before the slab is poured. The Soil Engineer should observe and verify the subgrade soil saturation before the slabs are poured. Typically, 12 inches penetration with a thin metal probe may indicate sufficient saturation. 23. A Visqueen-type membrane at least 10 mil thick should be placed between the prepazed subgrade and the slab to provide an effective vapor bamer, and to minimize potential moisture condensation under floor coverings. The vapor bazrier membrane shall be lapped adequately to provide a continuous vapor proof barrier under the entire slab. Caze must be taken to assure that the membrane does not become torn and entangled with the reinforcing. 24. A minimum of two inches of wetted sand should be placed over the vapor barrier to facilitate curing of the concrete and to act as a cushion to protect the membrane. The perimeter TERRASEARCH, inc ~ ~ Page 14 of 46 Project No. 9577.G Geotechnical Investigation / Oliver Property, Dublin, CA 21 August 2002 of the mat should be thickened to bear on the prepazed building pad and to confine the sand. During winter construction, sand may become saturated due to rainy weather prior to pouring. Saturated sand is not desirable because there exists a high probability of creating sand pockets within the slab section during the concrete pour. As an alternate, a sand-fine gravel mixture that is stable under saturated conditions maybe used. However, the material must be approved by the Soil Engineer prior to use. 25. Any concrete flatwork such as steps, patios, or sidewalks should be designed independently of the slab, and expansion joints should be provided between the flatwork and the structural unit. Interior Slab-on-Grade Construction with Saread Footines and Exterior Flatwork 26. Slab-on-grade may experience cracking due to the expansive soil conditions and should be constructed using the following requirements: a. Slabs should be underlain by a minimum of 4 inches of gravel or clean crushed rock material placed between the finished subgrade and the slabs to serve as a capillary break between the subsoil and the slab. See the "Guide Specifications For Rock Under Floor Slabs", Appendix C. b. The thickness of the slab is to be determined by the structural engineer. Slabs should be properly reinforced to meet structural design criteria. The reinforcement shall be placed in the center of the slab unless otherwise designated by the design engineer. Wire mesh for interior slabs should not be used for reinforcement. c. Slabs supporting floor coverings should be provided with measures to prevent condensation caused by temperature differentials from harming floor coverings. One way to protect the floor covering is to place a vapor barrier membrane between the granulaz layer and the floor slab. In addition, two inches of wetted sand should be placed over the membrane to minimize puncture and facilitate ' TERRASEARCH, inc Page 15 of 46 t Project No. 9577.G Geotechnical Investigadoo / Oliver Property, Dublin, CA 21 August 2002 ' curing of the concrete. The sand and the membrane are to be placed over the 4- ' inch layer of gravel or crushed rock recommended herein. d. Slabs should be poured structurally independent of the foundations. A 30-pound felt strip, expansive joint material, or other positive separator should be provided azound the edge of all floating slabs to prevent bond to the foundation. Retainintr Walls ' 27. If any retaining walls are to be constructed, they should be designed to resist lateral ' pressures exerted from a media having an equivalent fluid weight as follows: ' Active Condition = 45 p.c.f. for horizontal backslope At-rest Condition = 65 p.c.f. ' Passive Condition = 250 p.c.f. Coefficient of Friction = 0.30 28. For anon-horizontal backslope, the active condition equivalent fluid weight can be ' increased by 1.5 p.c.f. for each 2 degree rise in slope from the horizontal. ' 29. Active conditions occur when the top of the wall is free to move outwazd. At-rest conditions apply when the top of wall is restrained fiom any movement. It should be noted that the ' effects of any surcharge or compaction loads behind the walls must be accounted for in the design of the walls. 1 30. The above criteria aze based on fully drained conditions. If drained conditions aze not ' possible, then the hydrostatic pressure must be included in the design of the wall. A linear distribution of hydrostatic pressure of 63 p.c.f. should be adopted. 31. in order to achieve fully-drained conditions, a drainage filter blanket should be placed behind the wall. The blanket should be a minimum of 12 inches thick and should extend the full TERRASEARCH, ine Page 16 of 46 Project No. 9577.G Geotechuical Investigation / Oliver Property, Dublin, CA 21 August 2002 height of the wall to within 12 inches of the surface. If the excavated azea behind the wall exceeds 12 inches, the entire excavated space behind the 12-inch blanket should consist of compacted engineered fill or blanket material. The drainage blanket material may consist of either granular crushed rock and drain pipe fully encapsulated in geotextile filter fabric or Class II permeable material that meets CalTrans Specification, Section 68, with drainage pipe but without fabric. A fl- inch perforated drain pipe should be installed in the bottom of the drainage blanket and should be underlain by at least 4 inches of filter type material. A 12-inch cap of clayey soil material should be placed over the drainage blanket. 32. As an alternate to the 12-inch drainage blanket, apre-fabricated strip drain (such as Miradrain) maybe used between the wall and retained soil. In this case, the wall must be designed to resist an additional lateral pressure of 30 p.c.f. 33. Piping with adequate gradient shall be provided to dischazge water that collects behind the walls to an adequately controlled dischazge system away from the structure foundation. 34. The retaining walls may be founded on either a spread footing foundation in accordance with the recommendations provided under the heading "foundations" or using a friction pier foundation using the criteria below. Friction Pier: 35. The piers should be designed on the basis of skin friction acting between the soil and that portion of the pier that extends below a depth of three feet below finished grade. For the soils at the site, an allowable skin friction value of 500 p.s.f. can be used for combined dead and live loads. This value can be increased by one-third for total loads which include wind or seismic forces. Spacing should be determined as required by the load distribution, but minimum spacing should not be less than 3 pier diameters, center to center. Maximum spacing and the minimum depth of piers is to be determined by the Structural Engineer. 36. To resist lateral loads, the passive resistance of the soil can be used. The soil passive pressures can be assumed to act against the lateral projected area of the pier described by the TERRASEARCH, ina Page 17 or 46 Project No. 9577.C Geotecbnical Investigation / Oliver Property, Dublin, CA 21 August 2002 vertical dimension of twice the pier diameter. It is recommended that a passive pressure equivalent of that of a fluid weighing 250 p.c.f. be used below one foot. 37. It is important that care be exercised to ensure that any concrete spills during the concrete pour must be removed and no "mushrooming" effects are allowed to remain around the top of the pter. Pavement Areas 38. An R-value test was not performed, but due to the moderately to highly expansive clay at the surface, and based on our experience in the azea, an R-value of 10 will be used for this preliminary design. Based on this R-value, the recommended pavement section for various Traffic Indices (TI) aze tabulated as follows: Recommended Asphalt Concrete Pavement Sections 39. It is recommended that after rough subgrade is achieved, representative samples of soil should be collected and tested to determine the actual R-values so that a final actual design may be obtained. 40. After underground facilities have been placed in the azeas to receive pavement and removal of excess material has been completed, the upper 6 inches of the subgrade soil should be scarified, moisture conditioned and compacted to a minimum relative compaction of 95% at a moisture content above optimum in accordance with the grading recommendations specified in TERRASEARCH, inc Page ]8 of 46 II 1 Project No. 9577.G Geotechnical Investigation / Oliver Property, Dublin, CA 21 August 2002 this report. The pavement subgrade should not be allowed to dry excessively before covering with aggregate base. 41. All aggregate base material placed subsequently should also be compacted to a minimum relative compaction of 95% based on the ASTM D1557-91 Test Procedure. The construction of the pavement should conform to the requirements set forth by the latest Standazd Specifications of the Department of Transportation of the State of California and/or City of Dublin, Department of Public Works. 42. If planter azeas are provided within or immediately adjacent to the pavement areas, provisions should be made to control irrigation water from entering pavement subgrade. Water entering the pavement section at subgrade level, which does not have a means for discharge, could cause softening of this zone and, subsequently, pavement failure will occur. 43. ht order to mitigate this condition, it is recommended that the subgrade beneath curb and gutter be graded such that it has a positive fall towazds the catch basins where a 2-foot long subdrain will dischazge any accumulated water into the catch basin. The subdrain trench should be a minimum6 inches deep and consist of a 4-inch perforated solid wall PVC pipe surrounded and underlain by Class II permeable material. The inlet portion of the subdrain pipe should be capped. Utility Trenches 44. Applicable safety standazds require that trenches in excess of 5 feet must be properly shored or that the walls of the trench slope back to provide safety for installation of lines. If trench wall sloping is performed, the inclination should vary with the soil type. The underground contractor should request an opinion from the Soil Engineer as to the type of soil and the resulting inclination. 45. With respect to state-of--the-art construction or local requirements, utility lines are generally bedded with granular materials. These materials can convey surface or subsurface water beneath the structures. It is, therefore, recommended that all utility trenches which possess the potential to TERRASEARCH, ine, Page 19 of 46 ' Project No. 9577.C Geotechuical Iavestigatloa / Oliver Property, Dubliu, CA 21 August 2002 ' transport water underneath the foundation be sealed with a compacted impervious cohesive soil material or lean concrete where the trench enters/exits the building perimeter. This impervious seal should extend a minimum of 2 feet away from the building perimeter. 1 46. Utility trenches extending underneath all traffic azeas must be backfilled with native or ' approved import material and compacted to relative compaction of 90% to within 6 inches of the subgrade. The upper 6 inches should be compacted to 95% relative compaction in accordance with Laboratory Test Procedure ASTM D1557-91. Backfilling and compaction of these trenches must meet the requirements set forth by the City of Dublin, Department of Public Works. Utility trenches ' within landscape azeas maybe compacted to a relative compaction of 85%. ' General Construction Requirements ' 47. All finish grades should provide a positive gradient to an adequate dischazge point in ' order to provide rapid removal of surface water runoff away from all foundations. No ponding of water should be allowed on the pad or adjacent to the foundations. Surface drainage must be provided as designed by the project Civil Engineer and maintained by the property owners at all times. ' 48. Liberal lot slopes and drainage must be provided by the project Civil Engineer to remove all storm water from the pad and to minimize storm and/or irrigation water from seeping beneath the structures. Should surface water be allowed to seep under the structures, foundation movement resulting in structural cracking and damage will occur. Finished grades azound the perimeter of all structures should be compacted and should be sloped at a minimum 2% gradient ' away from the exterior foundation. Should the recommended surface gradient be altered by the property owner such that the ground surface slopes towazd the foundation and allows surface and irrigation water to pond along the foundation, foundation movement will occur. In this case, a subdrain system should be constructed around the perimeter of the structure. Specific ' recommendations for subdrain construction will be provided upon request. Surface drainage requirements constructed by the builder should be maintained during landscaping. 1 ' TERRASEARCH, inc. Page 20 of 46 Project No. 9577.G Geotechuical lovestigatiou / Oliver Properly, Dubliu, CA 21 August 2002 49. Continuous roof gutters aze recommended. Downspouts from the gutters should be provided with closed pipe conduits to carry storm water away from the structures and graded areas and, thus, reduce the possibility of soil. saturation adjacent to the foundations and engineered fills. 50. Flower beds or planters aze not preferred adjacent to the foundations because of the possibility of irrigation water affecting the foundations. Should planters be constructed, foliage requiring little irrigation should be planted. It is preferred that irrigation adjacent to the building foundations consist of a drip system. Sprinkler systems may be used, however, it is preferred that sprinkler heads do not water closer than 3 feet from the building foundations. If sprinklers are used within 3 feet, then excessive watering should not be allowed; and good surface drainage in the planter azea must be provided. In any case, it is recommended that area surface drains be incorporated into the landscaping to discharge any excessive irrigation or rainwater that may accumulate in the planter area. These surface drains must be constructed such that the surface of the drain is lower than the surrounding grade so that easy flow of surface water runoff is allowed into the drip inlets. Ground cover and vegetation should be maintained to allow easy flow of water to drains. In particular, the creation of planter azeas confined on all sides by concrete walkways or decks and the structure foundation is not desirable as any surface water due to rain or irrigation becomes trapped in the planter azea with no outlet. If such a landscape feature is necessary, surface azea drains in the planter azea or a subdrain along the foundation perimeter must be installed. Project Review and Construction Monitoring 51. All grading and foundation plans for the development must be reviewed by the Soil Engineer prior to contract bidding or submitted to governmental agencies so that plans are reconciled with soil conditions and sufficient time is allowed for suitable mitigative measures to be incorporated into the final grading specifications. 52. TERRASEARCH, inc., should be notified at least two working days prior to site clearing, grading, and/or foundation operations on the property. This will give the Soil Engineer ample time TERRASEARCH, ine Page 21 of 46 Project No. 9577.G Geotechuical luvestigatiou / Oliver Property, Dublin, CA 21 August 2002 to discuss the problems that may be encountered in the field and coordinate the work with the contractor. 53. Field observation and testing during the grading and/or foundation operations must be provided by representatives of TERRASEARCH, inc., to enable them to form an opinion regazding the adequacy of the site prepazation, the acceptability of fill materials, and the extent to which the earthwork construction and the degree of compaction comply with the specification requirements. Any work related to the grading and/or foundation operations performed without the full knowledge and under the direct observation of the Soil Engineer will render the recommendations of this report invalid. This does not imply full-time observation. The degree of observation and frequency of testing services would depend on the construction methods and schedule, and the item of work. Please refer to "Guidelines For Required Services" for an outline of our involvement during project development. 54. Should another geotechnical consultant be engaged to perform project review and/or construction monitoring, then TERRASEARCH, inc., must receive a letter of indemnification releasing us of any responsibility on the project. ' TERRASEARCH, inc. Page 22 of 46 Project No. 9577.G Geotechoical luvestigadoa / Oliver Property, Dublin, CA 21 August 2002 REFERENCES Abrahamson, N.A. and Silva W.J., January/February 1997. Empirical Response Spectral Attenuation Relations for Shallow Crustal Earthquakes. Seismological Research Letters, Volume 68, Nlunber 1, Pages 94 - 127. Blake, Thomas. F., 2001. FRISKSP Computer Program, Version 4.00. Continuing Education in Environmental Management & Engineering, University Extension, University of California, Berkeley. Evaluation and Mitigation of Seismic Hazards Handbook, August 17 -19, 2000. Helley, E. J. and LaJoie, K.R., 1979. Flatland Deposits of the San Francisco Bay Region, Califonria - Their Geology and Engineering Properties, and Their Importance to Comprehensive Planning. USGS Professional Paper 943. Petersen, M., Toppozada, T., et. al., 1998. New Geologic Maps Lend Support to Better Building Design in California Earthquake Country, Califomia GeoloQV, Vol. 51, No. 2, p. 3-9. Sadigh, K. and Chang, C.-Y., et. al., January/February 1997. Attenuation Relationships for Shallow Crustal Earthquakes Based on California Strong Motion Data. Seismological Reseazch Letters Volume 68, Number 1, Pages 180 - 189. TERRASEARCH, inc., 1976. Geologic Investigation on Proposed Commercial Building, San Ramon Road and Alcosta Boulevard, Dublin, California. Project No. 1447.G. U.S. Geological Survey, 1996. Database of Potential Sources for Earthquakes Larger than Magnitude 6 in Northern California, U.S.G.S. Open-File Report 96-705 (1996). Uniform Building Code, 1997. Section 16, Tables 16-J, 16-Q through 16-U. ' TERRASEARCH, me Page 23 of 46 Project IYo. 9577.G Geotechaical Iuvestigatioa / Oliver Property, Dubliu, CA GUIDELINES FOR REQUIRED SERVICES 21 August 2002 The following list of services are the services required and must be provided by TERRASEARCH, inc., during the project development. These services are presented in check list format as a convenience to those entrusted with their implementation. The items listed are included in the body of the report in detail. This list is intended only as an outline of the required services and does not replace specific recommendations and, therefore, must be used with reference to the total report. This does not imply full-time observation. The degree of observation and frequency of testing services would depend on the construction methods and schedule, and the item of work. The importance of careful adherence to the report recommendations cannot be overemphasized. It should be noted, however, that this report is issued with the understanding that each step of the project development will be performed under the direct observation of TERRASEARCH, inc. The use of this report by others presumes that they have verified all information and assume full responsibility for the total project. ' TERRASEARCH, inc Page 24 of 46 ' Protect No. 9577.G 1 Geotechnical Investigation / Oliver Property, Dublin, CA 2t August 2002 Item Description Required Not Required 1. Provide foundation design parameters X 2. Review grading plans and specifications X 3. Review foundation plans and specifications X 4. Observe and provide recommendations regarding X demolition 5. Observe and provide recommendations regazding site X stripping 6. Observe and provide recommendations on moisture X conditioning, removal, and/or precompaction of unsuitable existing soils 7. Observe and provide recommendations on the installation X of subdrain facilities 8. Observe and provide testing services on fill azeas and/or X imported 611 materials 9. Review as-graded plans and provide additional foundation X recommendations, ifnecessary 10. Observe and provide compaction tests on sanitary sewers, X storm drain, water lines and PG&E trenches 11. Observe foundation excavations and provide supplemental X recommendations, if necessary prior to placing concrete 12. Observe and provide moisture conditioning X recommendations for foundation areas prior to placing concrete 13. Provide design parameters for retaining walls X 14. Provide geologic observations and recommendations for X keyway excavations and cutslopes during grading 15. Excavate and recompact all geologic trenches and/or test X pits 16. Observe installation of subdrain behind retaining walls (if X any) '' TERRASEARCH, inc. Page 25 of 46 Project No. 9577.G Geotechnical Investigation / Oliver Property, Dublin, CA 21 August 2002 LIMITATIONS AND UNIFORMITY OF CONDITIONS 1. It should be noted that it is the responsibility of the owner or his representative to notify TERRASEARCH, inc., a minimum of two working days before any clearing, grading, or foundation excavations can commence at the site. 2. The recommendations of this report aze based upon the assumption that the soil conditions do not deviate from those disclosed in the borings and/or test pits and from a reconnaissance of the site. Should any variations or undesirable conditions be encountered during the development of the site, TERRASEARCH, inc., will provide supplemental recommendations as dictated by the field conditions. 3. This report is issued with the understanding that it is the responsibility of the owner, or his representative, to ensure that the information and recommendations contained herein aze brought to the attention of the Architect and Engineer for the project and incorporated into the plans and that the necessary steps aze taken to see that the Contractor and Subcontractors cant' out such recommendations in the field. 4. At the present date, the findings of this report aze valid for the property investigated. With the passage of time, significant changes in the conditions of a property can occur due to natural processes or works of man on this or adjacent properties. In addition, legislation or the broadening of knowledge may result in changes in applicable standards. Changes outside of our control may render this report invalid, wholly or partially. Therefore, this report should not be considered valid after a period of two (2) years without our review, nor should it be used, or is it applicable, for any properties other than those investigated. 5. Notwithstanding all the foregoing, applicable codes must be adhered to at all times. ~' TERRASEARCH, inc Page 26 or 46 APPENDIX A Field Investigation Site Location Map Site Plan Logs of Test Borings ' Project No. 9577.G Geotechnical Investigation / Oliver Property, Dubliu, CA 21 August 2002 1 ' FIELD INVESTIGATION The field investigation was performed on 23 July 2002 and included a reconnaissance of the site and the drilling of three (3) test borings at the approximate locations shown on Figure 1, "Site Plan." ' The borings were drilled to a maximum depth of 25 feet below the existing ground surface. The ' drilling was performed with atruck-mounted rig using power-driven, 6-inch solid flight augers. Visual classifications were made from auger cuttings and the samples in the field. As the drilling, ' undisturbed core samples were obtained by means of a 2-1/2 inch O.D., split-tube sampler. The sampler was driven into the in-situ soils under the impact of a 140-pound hammer having a free fall ' of 30 inches. The number of blows required to advance the sampler 12 inches into the soil were adjusted to the standard penetration resistance (N-Value). ' The samples were sealed and returned to our laboratory for testing. Classifications made in the field ' were verified in the laboratory after further examination and testing. t The stratification of the soils, descriptions, and location of undisturbed soil samples aze shown on the "Logs of Test Borings" contained within this appendix. t 1 ' TERRASEARCH, ine Page 28 of 46 ~ ~ s ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ^~ ~ ~ A`COS~Ae~,vo , ~ ~~ I\\ \\ i\ \ \ SAN RAMON \ \ \ \ \ SHELL \\\ \\ ~~~\ \ ~~~ ~\ ~ ~~ ~ ~~ \\ 1 ~ ~ ~~ -\ ~ / \ ~1 \ ~n\ \ \ ~/ ~, 1 X ~o \ \ 1 O ~\ \ Q \\ \ ~B-2 1 \ -~ \` L-_, I \~ ~ ~ / / \~~~\ ~i ~` ~ \\ \\ \\ ~\\ \ BELLINA STREET 6EOTECHNICAL ENGINEER3 AND GEOLOGISTS rs~aes=~~cy~,~ 25] WRIGMT BROTHERS AVENUE, LIVERMORE CALIFDRNIA 84550 PHONE'.1925124}8862 D sT `9T F,~, I~ ~~ 6~0 \~ \~ \~ ~~ ~\ \~ 3 /Y~ / ~/ /~~1 / ~ / ~ / ~ / ~ iai BANGOR SAN RAMON ROAD DUBLIN, CALIFORNIA Approximate Boring Location 9577.G EDGAR.P e: Dvzaoz " = 100' 08/2002 LEGEND X83 SITE PLAN LOGGED BY: Johan SURFACE ELEVATION: n/a BORING N0. 1 DRILL RIG: 83500 BORING DIAMETER: 6" DATE DRILLED: 7/23/02 o °~ i Z ~ ~ ~ GEOTECHNICAL DESCRIPTION U my a ~ ~ H a~ W `" K v ~ ~ ° AND ~ y J o WLL U V U a w ~ ~ a CLASSIFICATION ~ ~m ~~ Fd ~ N ~ J l7 ~ VI H Zp ~ O S U u ....... .. 1.5 inches of asphalt over 6 inches of Aggregate Baserock aL u_ = 3l ~-~ Dark brown sandy CLAY, moist, very stiff. (FILL) is i~a a Pi = » encountered concrete Baring terminated at 4 feet due to concrete e io is zo zs 30 35 EXPLORATORY BORING LOG Oliver Property San Ramon Road, Dublin PROJECT N0. FIGURE 9577.G 2 LOGGED BY: Johan SURFACE ELEVATION: n/a BORING N0. 2 DRILL RIG: B3500 BORING DIAMETER: 6" DATE DRILLED: 7/23/02 z O 3 ~~ Z ~ ~ ~ GEOTECHNICAL DESCRIPTION " W N~ '~^ o~ `" D O ZW v aw U 1' W i v<, ~ CLASSIFI CATION ~ ~~ ~ Fa ~ N ~ ~ J 7~ ~ ~ YI _ o N ~ ~U ~ ~ U ....... ... 1.5 inches of asphalt over 6 inches of Aggregate ~~~~~ Baserock a u = 33 z-1 ................... . . ...........................................................: Dark brown sandy CLAY, moist, very stiff. 15 9a 1z PI = 16 2-2 21 113 13 5 Light brawn sandy CLAY, moist, very stiff. cL 2-3 24 113 10 10 ,:,:;;: Light brown silty SAND with gravel, moist, dense. sM ,~,~~ ,:,:; ; 2-d ,:,:; ; ' 28 104 5 a:Ci i 15 LLiii a:f.i f ]]:((1 AT[l I;I; [ [ Y'P rT ' ~:~: ~ i ~:~: ~ ~' 2-5 a:,:,, 43 110 15 ' a:L, i .... . ....... ... ............................................................................................. Brown silty CLAY, moist, very stiff. ........ cL 2-6 34 114 18 5 2 Bottom of boring at 25 feet No Groundwater encountered 30 35 EXPLORATORY BORING LOG Oliver Property San Ramon Road, Dublin PROJECT N0. FIGURE 9577.G 3 LOGGED BY: Johan SURFACE ELEVATION: n/a BORING N0. 3 DRILL RIG: 83500 BORING DIAMETER: 6" DATE DRILLED: 7/23/02 z o 3 ~~ ~ z _ ~ ~ ~ GEOTECHNICAL DESCRIPTION H 4 m N3 ~.. W gz x i a i = AND '^ ° Wu ~~ v a s o, a CLASSIFICATION 5 Wm ~W W O < ~. ~ (7 a J WZ 1 J K O fv N oU O S U ° ....... .. 1.5 inches of asphalt over 6 inches of Aggregate Baserack CL 3-1 Dark brown sandy CLAY, moist, medium stiff. 5 95 21 2-2 6 98 21 5 Brown silty CLAY, moist, very stiff. cL 3-3 i 22 102 20 10 Brown sandy CLAY, moist, stiff. cL 3-l 15 106 17 15 Brown gravelly SILT, miost, stiff. cM 20 Bottom of boring at 20 feet No Groundwater encountered 2s 30 34 EXPLORATORY BORING LOG Oliver Property San Ramon Road, Dublin PROJECT N0. FIGURE 9577.G 4 1 1 t LJ 1 1 1 1 1 APPENDIX B Laboratory Investieation Summary of Laboratory Test Results Sieve Analysis 1 1 1 ' Project No. 9577.G Geotechnical luvestigation / Oliver Property, Dublin, CA 21 August 2002 LABORATORY INVESTIGATION The laboratory testing program was directed towards providing sufficient information for the determination of the engineering characteristics of the site soils so that the recommendations outlined in this report could be formulated. Moisture content and dry unit weight tests were performed on undisturbed soil samples in order to determine the consistency of the soil and moisture variation throughout the explored soil pro5le and estimate the compressibility of the underlying soils. The expansion characteristics of the near-surface soils were evaluated by means of Atterberg Limits tests performed in accordance with ASTM D4318 and swell tests. A summary of all laboratory test results is presented on Table I of this appendix. ' TERRASEARCH, inc. Page 34 of 46 ' Project No. 957ZG Geotechuical Investigation / Oliver Property, Dubliu, CA 21 August 2002 1 1 1 1 1 1 TABLEI Summary of Laboratory Test Results Atterberg Limits Sample No. Depth (ft~) Dry Density (P.c.L) Moisture Content (%Dry Wt.) Liquid Limit (%) Plasticity Index I-I 1 110 8 34 17 2-1 1 94 12 33 16 2-2 3.5 113 13 2-3 8.5 113 10 2-4 13.5 104 5 2-5 I8.5 I10 IS 2-6 23.5 114 16 3-1 1 95 21 3-2 3.5 98 21 3-3 8.5 102 20 3-4 13.5 106 17 TERRASEARCH,rnc Page 35 of 46 Sample No.: 2-~ Depth Ft.: t Boring No.: z HYDROMETER ANALYSIS TIME READING US STANDARD SERIES Z m a a F z w U K W a CLAY (PLASTIC to SILT (NON-PLASTIC SAND GRAVEL ) ) FINE MEDIUM FINE FINE COURSE V m A n m z m 1 P Z m 0 D GRADATION TEST RESULTS FIGURE Np. GEOTECHNIOAL ENGINEERS AND GEOLOGISTS Bancor ~~~~~'~ ~ ~~/i7~~f.L~/~yt. San Ramon Road Dublin, California 1/810 DUBLIN BLVD., pUSLIN. CALIFORWA 00568. (036)8J3-0.BI PROJECT NO.: 9577.G DATE: 8/16/02 CLASSIF. SYMB.: CL SIEVE ANALYSIS CLEAR SQUARE OPENINGS DIAMETER OF PARTICLE IN MI WMETERS Sample No.: s-f Depth Ft.: ~ Boring No.: s HYDROMETER ANALYSIS PME READING 2 (~ Z a a z W U W o. CLAY (PLASTIC) to SILT (NON-PLASTIC) SAND GRAVEL FINE MEDIUM FINE FINE COURSE V m A n m z 1 ;O m -I D Z m 0 GRADATION TEST RESULTS GEOTECHNICAL ENGINEERS AND GEOLOGISTS Bancor FIG URE NO. ~~~~~ ~~®~rrlSi~~~//YC. ® San Ramon Road Dublin, California 6 11848 DUBLIN BLVG., DUBLIN, OALiFORWA 91588. 19Y8)883-02W PROJECT NO.: 9577.G DATE: 8/16/02 CLASSIF. SYMB.: CL SIEVE ANALVSIS US STANDARD SERIES I CLEAR SQUARE OPENINGS 0.000 0,002 0.005 0.008 0.019 003] 0.07d 0.015 0.287 O.OSB 7.780 2.360 4.760 8.520 19.100 38.100 76.200 DIAMETER OF PARTICLE IN MI W METERS ~ ~ ~ ~ !• ~ ~ ~ ~ s ~ ~ ~ i ~ ~ ~ ~ ~ Sample No.: s-s Depth Ft.: ss CLASSIF. SYMB.: CL Boring No.: s HYDROMETER ANALYSIS SIEVE ANALYSIS TIME READING US STANDARD SERIES I CLEAR SOUARE OPENINGS C) Z rn m a D. t- z w U W a 18.100 38.100 78.200 CLAY (PLASTIC) to SILT (NON-PLASTIC) SAND GRAVEL FINE MEDIUM FINE FINE COURSE V m n m z m -I Z m 0 GRADATION TEST RESULTS GEOiE[HNICAL ENGINEERS AND GEOLOGISTS Bancor FIGURE ND. ~•~~~`~ [~i?eS~~C~~j~y~ San Ramon Road 7 Dublin, California 118J0 OUBLLV BLVD.. DUBLIN. CALIFORNIA 9J888. 1928)&189:9] PROJECT NO.: 9577.G DATE: 8/16/02 0.000 OA02 0.005 0.008 0.078 0,037 O.Wd 0.015 0.287 0.059 1.180 2.380 4.760 8.520 DUVAETER OF PARTICLE IN MIWMETERS APPENDIX C The Gradine Specifications Guide Specifications for Rock Under Floor Slabs ' Project No. 9577.G Geotechuical Iuvestigatiou / Oliver Property, DubGu, CA 21 August 2002 t ' THE GRADING SPECIFICATIONS On Oliver Property Proposed Residential Development ' Northeast corner of San Ramon Road and Bellina Street Dublin, California ' 1. General Description ' 1.1 These specifications have been prepazed for the grading and site development of the subject development. TERRASEARCH, inn, hereinafter described as the Soil Engineer, should be consulted prior to any site work connected with site development to ensure compliance with these specifications. ' 1.2 The Soil Engineer should be notified at least two working days prior to any site clearing or ' grading operations on the property in order to observe the stripping of organically contaminated material and to coordinate the work with the grading contractor in the field. ' 1.3 This item shall consist of all clearing or grubbing, prepazation of land to be filled, filling of t the land, spreading, compaction and control of fill, and all subsidiary work necessary to complete the grading of the filled azeas to conform with the lines, grades, and slopes as shown on the accepted ' plans. The Soil Engineer is not responsible for determining line, grade elevations, or slope gradients. The property owner, or his representative, shall designate the person or organizations who will be responsible for these items of work. ' 1.4 The contents of these specifications shall be integrated with the soil report of which they aze apart, therefore, they shall not be used as aself-contained document. TERRASEARCH, inc Page 40 of 46 ' Project No. 9577.G Geotecbnical Investigation / Oliver Property, Dubliu, CA 21 August 2002 ' Z. TCStS i' The standard test used to define maximum densities of all compaction work shall be the ASTM D1557-91 Laboratory Test Procedure. All densities shall be expressed as a relative compaction in ' terms of the maximum dry density obtained in the laboratory by the foregoing standard procedure. ' 3. Clearint=, Grubbing. and PreaarinQ Areas To Be Filled 3.1 If encountered, all vegetable matter, trees, root systems, shrubs, debris, and organic topsoil shall be removed from all structural areas and areas to receive fill. 3.2 If encountered, any soil deemed soft or unsuitable by the Soil Engineer shall be removed. Any existing debris or excessively wet soils shall be excavated and removed as required by the Soil Engineer during grading. 3.3 All underground structures shall be removed from the site such as old foundations, abandoned pipe lines, septic tanks, and leach fields. 3.4 The final stripped excavation shall be approved by the Soil Engineer during construction and before further grading is started. 3.5 After the site has been cleazed, stripped, excavated to the surface designated to receive fill, and scarified, it shall be disked or bladed until it is uniform and free from lazge clods. The native subgrade soils shall be moisture conditioned and compacted to the requirements as specified in the ' grading section of this report. Fill can then be placed to provide the desired finished grades. The contractor shall obtain the Soil Engineer's approval of subgrade compaction before any fill is placed. 1 ' TERRASEARCH, inc Page 41 of 46 Project No. 9577.G Geotechuical Investigation / Oliver Property, Dublin, CA 21 August 2002 ' 4. Materials ' 4.1 All fill material shall be approved by the Soil Engineer. The material shall be a soil or soil- rock mixture which is free from organic matter or other deleterious substances. The fill material shall not contain rocks or lumps over 6 inches in greatest dimension and not more than 15% larger than 2-1/2 inches. Materials from the site below the stripping depth are suitable for use in fills ' provided the above requirements are met. 4.2 Materials existing on the site are suitable for use as compacted engineered fill after the removal of all debris and organic material. All fill soils shall be approved by the Soil Engineer in ' the field. ' 4.3 Should unport material be required, it must meet the specifications as delineated in the body of this report. ' S. Placing, Spreading, and Compacting Fill Material ' S.1 The fill materials shall be placed in uniform lifts of not more than 8 inches in uncompacted thickness. Each layer shall be spread evenly and shall be thoroughly blade mixed during the ' spreading to obtain uniformity of material in each layer. Before compaction begins, the fill shall be brought to a water content that will permit proper compaction by either (a) aerating the material if it ' is too wet, or (b) spraying the material with water if it is too dry. ' S.2 After each layer has been placed, mixed, and spread evenly, either import material or native material shall be compacted to a relative compaction designated for engineered fill. 1 ' TERRASEARCH, inc Page 42 or 46 ' Project Na. 9577.G Geotechnical Investlgatian / Oliver Properly, Dublin, CA ~ 21 August 2002 5.3 Compaction shall be by footed rollers or other types of acceptable compacting rollers. Rollers shall be of such design that they will be able to compact the fill to the specified density. Rolling shall be accomplished while the fill material is within the specified moisture content range. Rolling of each layer shall be continuous over its entire azea and the roller shall make sufficient trips to ensure that the required density has been obtained. No ponding or jetting shall be permitted. 5.4 Field density tests shall be made in each compacted layer by the Soil Engineer in accordance with Laboratory Test Procedure ASTM D1556-64 or D2922-71. When footed rollers aze used for compaction, the density tests shall be taken in the compacted material below the surface disturbed by [he roller. When these tests indicate that the compaction requirements on any layer of fill, or portion thereof, has not been met, the particular layer, or portion thereof, shall be reworked until the compaction requirements have been met. 5.5 No soil shall be placed or compacted during periods of rain nor on ground which contains free water. Soil which has been soaked and wetted by rain or any other cause shall not be compacted until completely drained and until the moisture content is within the limits hereinbefore described or approved by the Soil Engineer. Approval by the Soil Engineer shall be obtained prior to continuing the grading operations. 6. Pavement 6.1 The proposed subgrade under pavement sections, native soil, and/or fill shall be compacted to a minimum relative compaction of 95°/a at 3% above optimum moisture content for a depth of 6 inches. 6.2 All aggregate base material placed subsequently should also be compacted to a minimum relative compaction of 95% based on the ASTM Test Procedure D 1557-91. The construction of the pavement in the pazking and traffic areas should conform to the requirements set forth by the latest Standard Specifications of the Department of Transportation of the State of California and/or City of Dublin, Department of Public Works. ~ t TERRASEARCK, inc. Page 43 or 46 Project No. 9577.G Geotechuical luvestigatiou / Oliver Property, Dubliu, CA 21 August 2002 6.3 It is recommended that soils at the proposed subgrade level be tested for a pavement design after the preliminary grading is completed and the soils at the site design subgrade levels aze known. 7. Utility Trench Backfill 7.1 The utility trenches extending under concrete slabs-on-grade shall be backfilled with native on-site soils or approved import materials and compacted to the requirements pertaining to the adjacent soil. No ponding orjetting will be permitted. 7.2 Utility trenches extending under al] pavement areas shall be backfilled with native or approved import material and properly compacted to meet the requirements. set forth by the City of Dublin, Department of Public Works.* *NOTE: Requirements of City to be added. 7.3 Where any opening is made under or through the perimeter foundations for such items as utility lines and trenches, the openings must be resealed so that they aze watertight to prevent the possible entrance of outside itrigation or rain water into the underneath portion of the structures. 8. Subsurface Liue Removal 8.1 The methods of removal will be designated by the Soil Engineer in the field depending on the depth and location of the line. One of the following methods will be used. 8.2 Remove the pipe and fill and compact the soil in the trench according to the applicable ' portions of sections pertaining to compaction and utility backfill. ' 8.3 The pipe shall be crushed in the trench. The trench shall then be filled and compacted according to the applicable portions of Section 5. ' TERRASEARCH, inc. Page 44 of 46 Project No. 9577.G Geotechnical Investigation / Oliver Property, Dublin, CA 21 August 2002 8.4 Cap the ends of the line with concrete to prevent entrance of water. The length of the cap shall not be less than 5 feet. The concrete mix shall have a minimum shrinkage. 9. Unusual Conditions 9.1 In the event that any unusual conditions not covered by the special provisions aze encountered during the grading operations, the Soi] Engineer shall be immediately notified for additional recommendations. 10. General Requirements Dust Control 10.1 The contractor shall conduct all grading operations in such a manner as to preclude wind blown dirt and dust and related damage to neighboring properties. The means of dust control shall be left to the discretion of the contractor and he shall assume liability for claims related to wind blown material. TERRASEARCH, inc Page 45 of 46 1 Project No. 9577.G Geotecbnical Investlgation / Oliver Property, Dublin, CA 21 August 2002 GUIDE SPECIFICATIONS FOR ROCK UNDERFLOOR SLABS Definition Graded gravel or crushed rock for use under slabs-on-grade shall consist of a minimum thickness of mineral aggregate placed in accordance with these specifications and in conformance with the dimensions shown on the plans. The minimum thickness is specified in the accompanying report. Material The mineral aggregate shall consist of broken stone, crushed or uncrushed gravel, quarry waste, or a 1 combination thereof. The aggregate shall be free from deleterious substances. It shall be of such quality that the absorption of water in a saturated dry condition does not exceed 3% of the oven dry weight of the sample. 1 Gradation 1 The mineral aggregate shall be of such size that the percentage composition by dry weight, as determined by laboratory sieves (U.S. Sieves) will conform to the following gradation: 1 Sieve Size Percentage Passing 1 3/4" 90-100 No. 4 25-40 1 No. 8 18-33 No. 200 0-3 1 Pacing 1 Subgrade, upon which gravel or crushed rock is to be placed, shall be prepared as outlined in the accompanying soil 1 1 1 TERRASEARCH, inc. Page 46 of 46 ~ _ 1 ~ i National Environmental, Inc. P.O. Bo: 221091. New6a11, CA 91322 (661) 298-0504 FAX (661) 2911-U6U4 September 25, 2002 REPORT ON PRELIIVHNARY GEOPHYSICAL INVESTIGATION 100 AND 200 MHz GROUND -PENETRATING -RADAR GEOPHYSICAL PROFILING FOR FAULT ASSESSMENT FOR THE COMMERCIAL PROPERTY LOCATED AT SAN RAMON ROAD AND ALCOSTA BLVD., DUBLIN, CALIFORNIA Prepared for: TERRASEARCH, INC. 257 Wright Brothers Avenue, Livermore, California, 94550 NEI Project Number 1136 Geophysical Survey collected on September 20, X02 by Gary M. Mann RG. a,.~.-•~ ary M. ann Calif: Registered Geologist no. 6589 Rp~~~)IVEG?' ~' ED 0 ~t ZUOJ C1Q-BLIN PLANNINr p~-~Z~~ ti GARY M. cn MANN N, No. 6589 Palmdale Santa Clarita Ventura httu:/lhome.earthtink.neU-~neico 100 AND 200 MHz GROUND -PENETRATING -RADAR GEOPHYSICAL PROFILING FOR FAULT ASSESSMENT FOR THE COMMERCIAL PROPERTY LOCATED AT SAN RAMON ROAD AND ALCOSTA BLVD., DUBLIN, CALIFORNIA Introduction and Scope of Investigation Enclosed.aze the geophysical profiling results for the 100 and 200 MHz Ground - Penetrating -Radar (GPR) profiling survey conducted on Friday, September 20 at the west parking lot area for the commercial property located at the southeast comer of San Ramon Road and Alcosta Blvd. depicted on Map 1. The accompanying two notebooks contain acetate bound copies of the original (azchive), color GPR prints for each of the 20, sepazately collected profiles. One notebook contains a full set of interpreted profiles, un-interpreted (archive) profiles, and the second notebook contains ahigh-quality color copy set of interpreted profiles. This geophysical survey was conducted in order to ascertain preliminary identification of any traces or splays of the Calaveras fault which could be present in the subsurface of the confnes of the survey area. The main trace of the Calaveras fault lies approximately 500 feet west of the survey area (Steve Hams, Terraseazch, Inc., oral comm.). The base of anorthwest-trending, lineaz hill-slope lies approximately 60 feet west of the western edge of the survey area and maybe a "shudder ridge" lying east of the Calaveras fault main trace. This survey does not extend to the base of this hill-slope area or into the San Ramon Road right-of-way. 77ae frndings of this geophysical survey conclude that no identifiable traces of the Calaveras fault, or any tectonic offset from splay or conjugate faults exist in the analyzed GPR profrles collected, or within the confines of the survey area as depicted on Map 1. This preliminary geophysical information is interpretive and does not rely on any subsurface geologic or geotechnical infoanation. It is therefore recommended to supplement the existing geophysical survey data with a program of subsurface investigations suclt~as trench excavations where it is deemed as needed in order to confirm the geophysical data, or to extend as necessary the fault assessment to depths or lateral boundaries that are beyond the GPR survey limits. The following contents of this report are generally descriptive and selectively discusses individual profiles according to their importance with regard to the site geology. The description of findings regazding the GPR data aze partitioned into two parts for the 20 profiles. GPR Profile group 1 through 5 contains 10 sepazate profiles, with each numbered profile transect having both 100 and 200 MHZ profiles collected over the same line (Map 1). GPR profiles 1 through 5 were collected along east-to-west transects, with the highest resolution 200 MHz profiles best imaging the in-filled, buried channels that bisect the property from the south to the north-northeast (Map 1). 100 MHz GPR profiles 6 through 10 are lower in resolution than the 200 MHz profiles yet have allowed for a northerly extension of the mapped channel complex (Map 1). Page 1 of 6 GPR profiles 11 through 15 are high resolution 200 MHz profiles that were collected along south-to-north transects and image the axial areas of the channel complex. These profiles show that the buried channels were in-filled from the south to the north and that the channels flowed from the south to the north. These profiles also do not image northeast-trending tectonic surface rupture from any identifiable conjugate faults and therefore tend to preclude the presence of such conjugate faults within the confines of the survey area. Because the geophysical collection methodology, including digital image post-processing and scalaz factors are complex, a brief explanation of these methods and parameters aze offered. Geophysical Acquisition and Processing Parameters Ground-Penetrating-Radar (GPR) is a reflection geophysical method that utilizes electromagnetic waves in the radio frequency range that are transmitted into the ground and bounce back as reflections from geologic interfaces such as soil horizons and bedrock interfaces. These reflections have been recorded as single traces collected over a "sample" and digitally stored in a laptop computer. Hundreds of these traces aze collected and displayed together to form 1 individual profile. The GPR profiles were collected with both 100 and 200 MHz antenna arrays typically utilized for high-resolution faut imaging investigations. The GPR components are Swedish made MALA GeoSciences, Inc. products with digital data collection. The digital format allows for computer post-processing which greatly enhances the resolution and geometric correction of the raw data. MALA GeoSciences Version 3.17 image processing and acquisition soflwaze was utilized for this survey. The following filter and gain processing parameters were utilized for this image processing in the following order of application: (1) mean trace deletion filter (default settings for all traces); (2) DC filter (default settings); (3) standazd time gain (variable settings); (4) custom gain (variable settings, typically applied in two layers); (5) trace averaging filter (typically 11 x 11 matrix); (6) FlR Low-pass filter (variable settings); and (7) auto-gain control "AGC" filter. ~ The GPR collection or acquisition pazameters aze important in determining the resolution and scalar dimensions of the profiles generated from the digital data. The GPR survey data were acquired with an average of 32 stacks per sample in order to reduce the signal to noise ratio. For the 100 MHz data individuals samples were collected every 0.1 meters (about every 4 inches) in a 7.6 meter depth window (25 foot) which allows for a vertical scale exaggeration of approximately 5:1. Many of the 100 MHz profiles image alluvial reflectors to depths of 6+ meters (20 feet) in the east profile azeas, but seldom image below 4 meters (13 feet) in the west survey areas due to air-wave interference from trees and power lines that transect the entire western margin of the survey area. For the 200 MHz GPR profiles a time window of 4 meters (13 feet) was selected for the Profile 1 through 5 set and 4.9 meters (16 feet) for the Profile 11 through 15 set. A tight sample Page 2 of 6 spacing of 0.6 meters (about one sample per 2.5 inches) was utilized for all of the 200 MHz profile for enhanced image resolution. These collection parameters yield a vertical exaggeration of 3: 1 for profiles 1 through 5 (200 MHz) and about 3.5:1 for profiles 11 through 15. These profiles are of very-high resolution and quality and have imaged in detail subsurface cut-and-fill channel geometry suitable for detailed mapping as depicted on Map 1. The start and end locations of the profiles were marked in the field with white paint and are recorded on Map 1 with a scale of 1 inch = 35 feet (approximate) on the 8.5 x I 1 copy. The GPR profiles are scaled horizontally (at profile bottom) and vertically (right side) in meters (1 meter = 3.281 feet). The horizontal scale records the cumulative distance from the origin (left side of profile) in meters, while the vertical scale records the "estimated depth" in meters. A digital encoder or "hip-chain" was utilized and continuously calculates the horizontal position and laces the digital data into the header file which is merged during image post-processing. The vertical or depth scale was calculated utilizing a nominal electromagnetic velocity of 125 meters/microsecond. This nominal velocity setting was chosen based on the inspection of "dry condition", clayey-sandy silt soils observed in the landscaped planters. However, this nominal velocity is an estimate based on average velocities for the observed soil media and the depth scale is therefore an estimate. Test pit information for depths to geologic features, such as the unconformity truncating the top of the "lens channel" (Profile 11, 2.5 meters, 8 feet, for example) can be used to better constrain the velocity for specific features within all profiles. In general, the resolution quality of the 200 MHz GPR data is excellent. Image resolution quality for the 100 MHz profiles is good although cleazly inferior to the 200 MHz profiles. Therefore, the following findings concentrate on the 200 MHz profiles. The remaining portion of this report will briefly describe the findings of the two profile groups. Findings of GPR Profiles 1 through 10, 200 and 100 MHz profiles GPR Profile group 1 through 5 contains 10 separate profiles, with each numbered profile transect having both 100 and 200 MHZ profiles collected over the same line (Map 1). GPR profiles 1 through 5 were collected along east-to-west transects, with the highest resolution 200 MHz profiles best imaging the in-filled, buried channels that bisect the property from the south to the north-northeast (Map 1). GPR profiles 6 through 10 are 100 MHz profiles that were collected for laterally survey extension to the north. Three channels are imaged in this profile set. Two of the channels extend up to approximately the 1 meter (3 foot) depth where the soil stratigraphy is truncated by grading or past erosional processes. The two "near-surface" channels are well-imaged on both 200 and 100 MHz profile sets and aze depicted on Map 1 as indicated, and out-lined on the interpreted profiles in green, dashed lines. The north to north-northeast trend of the channels bisects the survey area as indicated Page 3 of 6 (Map 1) and is roughly parallel to the Calaveras fault tectonic trend and the base of the local hill- slopelocated west of the survey azea across San Ramon Road. These minor channels appear to extend to depths of about 4 meters (13 feet) and aze mostly sepazated by a narrow thalweg or un- disturbed, alluvial soil column. The two channels appeaz to merge in the profile 1 area as indicated. This may be a distributary or capture area near the southern terminus of this local channel complex. Inspection of the axial-parallel profiles set 11 through 15 shows that in-filling alluvium prograded from south to north so that the channels must have flowed or drained to the north-northeast. There is no indication of tectonic soil offset in any of these profiles. No systematic offset or truncation of soil reflector horizons is evident that cannot readily be explained by cut-and-fill erosion and in-filling of the systematically mapped channel complex. In particulaz, GPR profiles 1 and 2 (200 MHz) show no offset of flat-lying soil reflectors below the channels and composite (Profile 1) channel to depths of about 3.9 meters (about 13 feet). The only significant depth limitations are caused by the air-wave neaz the end of the profiles west margin caused by the low- overhead power lines. On profile I at horizontal position 51.8 meters the deepest resolvable soil reflector that is continuous is at 10 feet deep (3 meters as indicated at right depth scale area of profile) where a reflector is visible through the air-wave. If deeper, non-truncated, laterally continuous soils were required for assessment in this small area then trenching is recommended. A third "lens channel" is identified on the 200 MHz GPR profiles 3 through 5 as indicated on the profiles. The erosionally truncated top of the lens channel is located at a depth of about 2 to 2.5 meters (6 - 8 feet). GPR profile 11 images this erosional surface or unconformity that truncates the lens channel as indicated. This minor channel is not depicted on Map 1. Overall, the 200 MHz profiles 1 through 5 provide sufficient evidence of rion=faulted soil conditions in that part of the survey area within the depth and lateral survey limitations present. In general, the 100 MHz profiles aze not as suitable for imaging or discriminating between potential soil truncations associated with erosional processes or fault offsets for this particulaz survey site as the 200 MHz profiles, however they aze suitable for identifying and mapping the northern extension of the buried channel complex. Additional collection of 200 MHz profiles north of profile 5 was not possible due to a sudden influx of vehicles at the lunch hour which occurred when un-cooperative local shop vendors tore down traffic tape barricades. Over one dozen vehicles had still remained in the north lot area by late afternoon precluding further collection in this area. Findings of 200 MHz GPR Profiles 11 through 1 S Five additional 200 MHz GPR Profiles were collected along south-to-north trending transects as indicated on Map 1. These 200 MHz profiles aze all of very high resolution and quality. These profiles show that the buried channels were in-filled from the south to the north and that the channels flowed from the south to the north as indicated by north-dipping, progradational in-filling of alluvial soil reflectors. Profile 11 best images this relationship for the Page 4 of 6 "lens channe]". The lens channel is truncated at the top by an unconformity at about 2.5 meters (8 feet) in depth. The south margin of the channel terminates near horizontal position 9 meters (30 feet north of profile origin) and extends to depths of about 4 - 4.4 meters (13 to 14.5 feet). GPR profiles 12, 13 and 14 image the eastern terminus area of the larger of the two "neaz- surface" channels depicted on Map 1. Profile 14 appears to cross the channel axis to the south and extends down a very shallow edge of the west wall of the channel so it appeazs very different in geometric aspect from the other profiles. Profile 15 appears to image a small subsidiary channel entering the west channel from the west. These profiles also do not image northeast- trending tectonic surface rupture from any identifiable conjugate faults and therefore tend to preclude the presence of such conjugate faults within the confines of the survey area. Conclusions, Recommendations and Limitations This geophysical survey was conducted in order to ascertain preliminary identification of any traces or splays of the Calaveras fault which may be present in the subsurface within the confines of the survey area. The frndings of this geophysical survey conclude that no identifiable traces of the Calaveras fault, or any tectonic offset from splay or conjugate faults exist in the analyzed GPR profiles collected, or within the confines of the survey area as depicted on Map 1. There is no indication of tectonic soil offset in any of these profiles. No systematic offset or truncation of soil reflector horizons is evident that cannot readily be explained by cut-and-fill erosion and in-filling of the systematically mapped channel complexes depicted on Map 1. Two "near-surface", in-filled channels bisect the survey azea as depicted on Map 1. A third "lens channel" and associated unconformity aze imaged on four profiles and is not shown on the Map 1. The south-to-north trending GPR profiles show that the buried channels in-filled from the south to the north and therefore must have flowed from south to north. Laterally continuous alluvial soil reflectors are present beneath the "lens channel" and the lazger, middle channel (east channel on Map 1) thereby demonstrating that they do not appear to be fault-controlled. Although profiles 2 through 5 on the high-resolution 200 MHz GPR profiles have.air-wave interference obscuring the assessment of lateral soil continuity below the west channel as a result of power-line induced air-waves, the same on-strike area to the south on Profile 1 (200 MHz) shows laterally continuous alluvial soil reflections to a maximum depth of 3 meters (10 feet). It therefore appears unlikely that faulting controls the position of the west channel above this depth. This preliminary geophysical information is interpretive and does not rely on any subsurface geologic or geotechnical information. It is therefore recommended to supplement the existing geophysical survey data with a program of subsurface investigations such as trench excavations where it is deemed as needed in order to confirm the geophysical data, or to extend as necessary the fault assessment to depths or lateral boundaries that aze beyond the GPR survey limits. There has been some limitation caused in this survey by lack of collection of 200 MHz data to the north because of vehicle pazking, however the profile data set and survey geometry aze Page 5 of 6 herein deemed as adequate for this preliminary geophysical fault assessment. The enclosed geophysical survey was acquired, digitally imaged processed, and interpreted with the greatest level of competency and care. The findings in this report are by nature highly interpretive and require follow-up with trenching and other subsurface geologic exploration for verification. Use of this preliminary geophysical information is the sole responsibility of the client and should not be inferred as a substitute for detailed subsurface geotechnical investigations that aze typically deemed necessary for standazd geologic assessment. Geologic and geophysical assessment beyond the survey area or below the described survey penetration depths are beyond the scope and limitations of this survey. Should there be any questions or clarifications regazding the profiles and interpretations enclosed, please feel free to call the undersigned geologist at any time. Sincerely, Gary M. Mann RG. GARY M. MANN No. 6,589 Page 6 of 6 _~ ~ r it *' .{2sha ~~~'~ -~-fir-Y _ Icy--_ _W'"---~y ~w ~'¢Y in=``'~~~,r e~~,ar ~`r' N ~":. ~ _ a.rW` - y - o '~ ~ ~w7 ~r7 ~ fi C? ~k d ~~"~~' ,w7 ,i `-Y''~"al~w,7'~3"~* .+~ _ ,w~ ~~. T w e~' < r "^ w ~r i C F: ti B' ~ Q ,C Li +~~ -_ C ~ tt ~~ C G%'Fi.~ }" fi ~ . C fi _ \~ 5 A ~ F :~~ ~ ~s ~: l.+,~~ y O~ a "0.,I ~h ~, ,5O ',byO' ''.' h00. yO. PQ`y~Efig•'. 'Ei~°"'icd 1 ~..xj. d Gz. I '', a o, 4 4 e~q tx , . a a a p~~_ S~ ti5 ~ a¢ " O t ti+, ~'4,~ J y~ 4 4¢' 4aS ~`E. -~''i.. x .. ~3vi ~ .~~ ~y, ' -'tc`;~~! ~'~~~ ~ rI20FILE II ~---- ~- - ~ ~ ~~.slart ~,.?',+ 9' ~ ~~\ end OPROFILE 11; 6 ~ ~ -yy~yp ~t ' m • a PROFILE 12 a a ~ PG _'slR~'- i ~ Clttl u~ ' - QUO\~ +o •S~__ ` ~ channel \ iA r,; 5 G~'~SS' I ( ~ .. ~'i,~,~,fe' PROPILG 13 ~------ _-- eh PROFILE 13. ~~ o~i~.~ r`'ti~ 5 enrll ,...I .- a~ ,ne/ ~ \ ~ e't~* ' / .~`~~ s ~6 _ `• 1 I T ~ as . ~ ,z~. 5 `~ N . ~ ~O C b.~ ~' ~ U OA4 K 5, v ?!: .~ ~ - . v ~ ~ " .. ~. ~ ~ O y C ~ ' o. ~~ . ° '~ ~ `''t t ~ yl p~ N itl n t ~. ~ I ~ <: ~ {~ c- _ tc+4 . ,t'/ ^f~~ ^trs'i~i~J r ..E'~-y' rlt'd~ 9 ' ~ t 1~~,Y ~ ( channel ~ / ~ w ~~ T t y~ "' ~ ~a~`chaunel ' `~d~' .~2'~„aF: / ,: -r ~. 'i:..i fi + "., W °c ~k„ U s15- ~ _ __ F ~ ~ .start ~ ~ ~1~ o s i ~ t ,~ N w ~ ~r c~ ~ ~ ~ ~ ~` rxoru E r 5 t.~ O : _ «3 v ' j ~ a' ,4, . C `I .; t: ~ ~4?'iAS1 r.. W 'i ..~ 'n ~ ~, a„7 \\ 9. i'' ~ c _ y „ ~ p' \ \ 1 _ ~ ~'ir~ PROFILI 1 (200 MHz) -, 3.0 6.0 9.0 12.1 15.1 18.1 21.1 24.1 2~.1 30.1. 33. ]. 36.: .39.2 ~ Oft 0© :. e0 io+.~~) 3 nF.res yati. DfP7N T f RhU.'~ ~AfTluuou5 ~~~~ S., ~~ .I f.m:i '. 1 30.1 33.1 36.: 39.2 42.2 45. ?. 4S. L S1 .7. ~~1. 2 ~'. i . 3 61~. 3 PROFILE 1 (100 MIIz) 'ROFILE 2 (200 MHz) 3.0 6.~1 9.0 1?..1. 15.]. ].8.'.1.Li_.1 24.]_Lx,:1. :a[i~1 3::i.1: :ifi.: ~{i.7 ~ 0. ~~ 1 . &l{~ 2. ®0 Cm] Cr~7 :4. 1 2~'. ). :3~1.. 1 33.:1 '.'efi.: 39.7 ~'.12..r 45.2 48.2 51.2 54: Z 5~. 3 PROFILE 2 (100 MI-Iz) 'ROTILE 3 (200 MHz). 3.0 6.0 9. 0 12.1 1.5.1 1_'F3. 1. 21.1 24.1. 2.'~. i. 309.1 :S:i. 1 3fi.: :i9. 7 4 0. ~0 1 . i00~ 2.1.70 mJ Z1. 1 24.1 2.~. 1 37.1. 33.1 34~.; 3~. ~ 4"Z.:Z 45.? 48. Z 51.'L 54. Z 5~.3 nl PROr1LL 3 (100 119 Hz) 0.00 3:00 2.00 3.00 4.00 5.00 6.00 7 Cm7 5.0 10.0 15.1 20.1 25.1 30.1 35.2 40.2 45:2 50.2 55.2 PROFILE 4 (200 MHz) 3.0 6.0 .9.0 12.1 15.1 18.1 21..] 24. ]. 7~_] 3A_] '~z 1 '~~ zn ~ 0.00 i . 00 2. 00~ f_m=1 21.1 24.1 2~. 1 30.1 33.1 36.: 39. ~ 47.2 4S 2 4~! 7 ~'i 7 ~d ~ r...~ PROrIL>; 4 (100 MHz) .00 1.00 2.00 3.00 4.00 .00 6.00 m] 5.0 10.0 15.1 20.1 25.1 30.1 35.2 40.2 45,2 50.2 55.2 Cw7 PROTILE 5 (200 MHz) 3. 0 6. 0 9. 0 ].Z. 1 ].5. 1 1t3. 1 21.1 24.1 2~.:L 30.1 33. ]. 36.: 39. 2 0.00 1.00 2.00 M] fm~ 21.]. 24.1 2~.1 30.1 33.1 36.: 39.2 42..2 45.2 48.2 S]..2 54.2 PROFILE 5 (100 NIEIz) ~. .00 2.00 3.00 . 00 . 00 6:00 Cm7 5.0 1E1.0 15.1 20.1 25.1 39.1 35.2 40.2 45.2 50.2 55.2 :m7 PROFILE G (100 MHz) 0.00 1.00 2.00 3.00 4.00 .00 6.00 m] Coal 'r ~----i -t f----'-' r-- ~, . 0 1®. 0 i_'S . _'! Z'0 . i.?.5 . 't :;0. 1 35 . Z 40. 2 .45 . 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L: ~, c~ , ~ ~ / PROFILE IS 4 ~ . s ..~ ? w 'Z ~ a ~~ ? ~ r'^ ~'C ~,il ~ mow] n ~ ~', ~ ~+^ ~ , ~ ~ ` v u ~ 4 r ~ 7 C I~j~ Y 1 Z' 4i f w ~ N t ~ .'. µ ... ..,.: ~ I ,~ t r ~ ~ Phase 1 Environmental Assessment With Phase II Girround~vater Screening Former Fak'N Save ceding 6633 Dublin Boulevard Dublin, California Prepared for: Bancor Properties 1459 First Street Livermore, CA 94550 November 6, 2002 ROSEWOOD ENVIRONMENTA! ENGINEERING 8946 Maziposa Avenue Roseville, Califonva 95661 Project [~W- REE 27-QA~1-~2 RECEIVE® I JAN 10 2004 ' (p!~13LIN Pi,pNNIfVG phase 1 l~aviroan~.eatal Asse~s~neat With Phase II Grrouad~ater Screeaiag Former Pals'l1T have Ehl~ldiag f f 3~3 ~ublia Boulevard Dub-lia, ~aliforaia Prepared for. Rancor Properties 1.459 First Street Livermore, CA 94550 Novemt~er 6; 2002 ROSEWOOD ENYIRONNENTAL ENGINEERING 8946 Ma[ipasa Avenue Roseville, (alifomia 95661 ProlaCt No. REE iT-04A-Q2 r. _. ~ Y-. 1 ~ }f; '~ `tip-. r >~: ~_ - CERTIFICATION` PRASE i ENVIRONMENTAL SITE ASSESSMENT WITH PHASE II GROUNDWATER SAMPLING FORMER PAK'N SAVE SITE DUBLIN, CALIFORNIA This report is prepared for the sole use and benefit of Bancor Properties and its successors and assignees. Neither this report, nor any of the information contained herein, shall be used or relied upon by any person or entity without specific pemrission of ,and agreed upon compensation to, Rosewood Enviotnmental Engineering. The investigation by Rosewood Environmental Engineering consisted solely of the actinides descnbedm Section 2.0 of this report and is subject to the Exceptions of Assessment, Limitations, and Service Con- straints described herein. ENV 71tJ.v~• ~~ ~ A' a/Pt~;v 3C'y~~~ 41~ No. 01CG2 "t": Cheryl Bly Chester, _ ~,.;; PE 34358 „I~ -7 z;.~ 12EA 01002 ` Excv-s' /~/~T Cabe C. Silverhame CAC 92-0449, REA 03113 November 6, 2002 T , n !. ......a.t ,~. .!.. .!. PHASE I ENVIRONMENTAL SITE ASSESSMENT WITH PRASE II GROUNDWATER SAMPLING FORMER PAK'N SAVE SITE DUBLIN, CALIFORNIA TABLE OF CONTENTS 1.0 IIITRODUCTION 1.1 Purpose 1 1.2 Detailed Scope of Services 2 13 SignifcantAssumptions 3 1.4 Limitations and Exceptions 3 1.5 Special Terms and Conditions 3 1.6 User Reliance 4 2.0 STTE DESCRIPTION 2.1 Site Identification and Location 5 2.2 SiteJurisdictioo 5 2Z Site and Vicinity Characteristiec 6 23 Site Improvements 7 2.4 Surrounding Land Use 8 25 Site Geology 8 2.6 Site Hydrogeology 9 2.7 Site Hydrology 9 2.8 Sipe Wells 9 3.0 SITE AND VICINITY HISTORY 3.1 Historical Reference Sources 10 3.2 Regional History 11 33 Site History 13 4.0 DATABASE REVIEW 4.1 Database Review 14 5.0 STTE RECONNAISSANCE 5.1 Site Operations 19 5.2 Hazardous/Regulated Substances and Wastes, and 19 Petroleum Products IIsed or Stored at the Site 53 Labeled Containers and Drums 19 5.4 Disposal Locations of Regulated/Hazardous Wastes 19 SS Evidence of Release 19 5.6 Polychlorinated Biphenyls (PCBs) 21 5.7 Asbestos-Containing Materials (AGMs) 21 5.8 Radoo 21 5.9 Lead-Based Paint 22 5.10 Lead in Drinking Water 22 5.11 Landfills 22 5.12 Pits, Ponds, Lagoons, Dumps, Drywalls, and Catchbasins 2z 5.13 Oo-Site Aboveground and Underground Storage Tanks 22 5.14 Radiological Hazards 22 5.15 Additional Hazard Observations 23 5.16 Surrounding Land Use 23 1 5 10 14 19 1 PHASE I ENVIRONMENTAL SITE ASSESSMENT WITH PHASE II GROUNDWATER SAMPLING FORMER PAK'N SAVE SITE DUBLIN, CALIFORNIA TABLE OF CONTENTS (cons) 6.0 PRASE II SUBSURFACE INVESTIGATION 6.1 Field Program 24 6.2 Chemical Analysis 26 7.0 CONCLUSIONS 7.1 Onstte Sources of Concern 27 7.2 Off Site Sources of Concern 27 FIGURES Page Figure 1 Site Location Map 1 Figure 2 Site Plan 6 Figure 3 EDR Case Location Map 17 Figure 4 EDR Site Vicinity Map 18 Figure 5 Asbestos Sampiing;Map 21 Figure 6 Boring Location.Map 25 TABLES Table 1 -Database Search I~esrits. APPENDICIES APPENDIX A EDR GEOCHEti;i6 APPENDIX B ffiSTORI~AL M~9, P$QTOGRAPHS, AND DOCUMENTS APPENDIX C TITLE DOCITMEI~S APPENDIX D EDR DATA~~T APPENDIX E INTERVIEW l ES APPENDIX F LABORATORY' ~ACU11~~$ 24 27 6 2 PHASE I ENVII2ONMENTAL SITE ASSESSMENT WITH PHASE II GROUNDWATER SAMPLING FORMER PAK'N SAVE SITE DUBLIN, CALIFORNIA 1.0 INTRODUCTION Rosewood Enviommental Engineeringperformed aPhase IEnvironmental Site Assessment (ESA) with a Phase II groundwater sampling program of the former Pak'N Save Site located at 6633 Dublin Boulevazd, Dublin, California ("the Site"). Figure 1 is a site location map. FIGURE 1 Site Location Map ©2002 N1avQuestoom, Inc.; ©2002 Navigation Technologies 1.1 Purpose The objective of this assessment was to provide an independent, professional opinion regazding recognized environmental conditions (RECs), if any, associated with the Site and to assess the compatibility with reaped to environmental issues of the Site with the planned mixed commerciaUresidential land use. A groundwater screening was also conducted at the Site to assess a potential regional groundwater impairmegt. According to American Society for Testing and Materials (ASTM) Standazd Practice E 1527-00, an REC means the presence or likely presence of any hazardous substances or petroleum products on a property under conditions that indicate an existing release, a past release, or the material threat of a release of 1 hazardous substances or petroleum products into structures on the property or into the ground, groundwater, or surface water a~f the property. Rosewood Environmental Engineering understands that the Phase I and Phase II ESA is to be used by the Client to perform due diligence with respell to enviromnental conditions at the Site and for pre-development documentation. 11 Detailed Scope of Semces The scope of services for the Phase I ESA included the following activities. • Performance of two field recormaissance visits of the site and surrounding vicinity • Review of a GeoCheck Report provided by EDR database services (Appendix A) • Review of historical aerial photographs on File at UC Berkeley of the Site and surrounding azea, (Appendix B) • Review of historical USGS Topographical Maps on File at UC Berkeley. (Appendix B) • Seazdr for of historical Sanborn Fire Insurance Maps of the Site Vicinity (none available) • Researdring on the hrtemet for releva~ historical information of the Site and Vicinity • Review of historical records and publications at the Dublin Public Library • Review of title documents for the property, (Appendix C) • Review of State of California and U. S. Environmental Protection Agency database lists of known hazazdous waste sites as contracted for with Environmental Data resources. (Appendix D) • Personal Interviews with persons knowledgeable about the Site. (Appendix E) • Review of building records and planning documents for the Site. • Interview with the Project Manager of Terra Seardr Geotechnical for on site trenching experience information. • Performance of a Phase II Groundwater Sampling Program (Documents in Appendix F) • Clearing the Site for utilities with USA AIeR • Preparing a Health and Safety Plan • Subcentracting Fast-Tek Drilling to provide drilling services for collecting groundwater samples. Submitting water samples to aState-Certified Laboratory with proper chain-of-custody. • Analysis of samples for TPH, volatile organic compounds (VOCs.), semi-volatile organic compounds, and toxic metals. • hnpleme~ing appropriate decontamination procedures. • Preparation of this report of findings and recommendations 13 SigmScant Assumptions The purpose of this Phase I ESA with supplemental Seld services is to provide appropriate inquiry into the previous ownership and use of the Site consistent with good commercial and customary business practice in an effort to identify environmental risk associated with the Site pursuant to ASTM 1527-00 Standard Practice for Phase I Environmental Site Assessments. Rosewood Environmental Engineering assumes that the information provided by the Client and third parties, the regulatory database provider, and regulatory agencies is true and reliable. 1.4 Limitations and Exceptions Site-specific activities performed by Rosewood Environmental Engineering and infomratia~n collected regarding these activities aze summarized in the following sections. This Phase I ESA was conducted in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing in the same locality under similaz conditions. The observations and conclusions presented in this report are professional opinions based on the scope of activities, work schedule, and information obtained through the Phase I ESA described herein. Opinions presented herein apply to site conditions existing at the time of our study and cannot necessarily be taken to apply to site conditions or chwges that we aze not aware of or have not had the oppommity to evaluate. Tt must be recognized that conclusions drawn from these data are limited to the amount, type, distribution, and integrity of the information collected at the time of the investigation, the methods utilized to collect and evaluate the data, and that a full and complete determination of environmental risks cannot be made. Although Rosewood Envirmmental Engineering has taken steps to obtain true copies of available informatioq we make no representation or warranty with respect to the accuracy or completeness of this information. 1.5 Special Terms and Conditions The scope of work for this Phase I ESA did not include testing of electrical egmpment for the potential presence of polychlorinated biphenyls (PCBs); assessment or sampling for asbestos (included in a supplemental report), lead-based paint or natural hazazds such as naturally occurring asbestos, radon gas, or methane gas; assessment of the potential presence of radionuclides; or assessment of nonchemical hazazds such as the potential for damage from earthquakes or floods, or the presence of endangered species or wildlife habitats. This Phase I ESA also did not include an extensive assessment of the environmental compliance status of the Site or of the businesses operating at the Site, or a health-based risk assessment. 1.6 User Reliance This report is for the exclusive use of Bancor Properties, LLC. Reliance oa this report by any other party shall be at suds party's sole risk This report is capyrigbt protected Rosewood Enviammental I, Engineering must be contacted for compensation arrangements if any part of this report is used for another written document. Rosewood Environmental Engineering contact information at the time of I this report is listed below: Rosewood Environmental Engineering 8946 Mariposa Avenue, Suite 100 Roseville, California 95616 Telephone: (916)721-8557 Fax (916)'721-8339 4 2.0 SITE DESCRIPTION The following section provides an overview of the regional setting and Site characteristics as well as the agencies with jurisdictional oversight. 2.1 Site Identification and Location The subject property is a 10. Cracre irregulaz shaped property as indicated on the Site Plan, Figure 2. located within the City of Dublin, Alameda County, California. It is bounded on the south by Dublin Boulevard, on the east by Doughtery Road, an the north by Sierra Lane and the west by commercial property. The Alameda County Parcel number for the Site is APN #941-0205-009-08. The Site consists of a strip-mall retail center with three rental spaces. The largest space was formerly a Pak'N Save discount grocery store that has been converted to seasonal retail space. IL was vacant at the time of the first site visit and contained a Halloween retail store at the time of the second site visit. The center space was a bar and pool hall called "A Room With A Cue." The third tenant space is occupied by a thrift shop. A large paved parking azea surrounds the building with minimal landscaping. 2.2 Site Jurisdiction The Site is within the incorporated azea of the City of Dublin and is therefore under the legal jurisdiction of the City of Dublin, Alameda County, and the State of California. United States Environmental Protection Ag®cy (EPA) is respa~nsible for enforcement and implementation of Federal laws and regulations pertaining to hazardous materials. The Federal regulations aze codified primarily in Title 40 of the Code of Federal Regulations (40 CFR). The legislation is outlined in the Resource Conservation and Recovery Ad of 1976 (RCRA), the Superfimd ~~ ~~ lJ ~~ !~-~1 NORiH ~~• ~ ~ `,. .•~ ,. Office Commercial ~ Pad-mounted Office Commercial ~ i~ i~ `J - / 1 ,y 1 :, ~\ ~~ .\ ~, ~• ~, r~\ .•\ / < Service Station '~ .\ / -,, Paved Parking Lot / i r, ~/ ~ ~ ~ ~ Parcel Limi[ ~ to / Retail and Service / ~ e~3 ~ Commercial ~/ / . OJT Office and Retail Commercial Service Station -~. i o ._~.. ~^ / ~: `~~ O ~.. Na ' ~ . ~~ ~r / i ~,/ ~``J~ ~i' Retail Commercial / i •' OJ 1 .~ _ /r..~\.~•''~ / ~ / o @e~ Aso -._..-..._-_.._...._L.. _ • ~ Amendments and Reauthorization Ad (SARA), and the Comprehensive Environmental Response, Compensation, and Liability Act of 1980 (CERCLA). The Federal Hazardous Waste Ad regulates the transportation of hazardous materials. These laws and associated regulations include specific regiriremeots for facilities that generate, use, store, treat and/or dispose of hazardous materials. The EPA provides oversight and supervision for some site investigation and remediation projects, evaluates remediation technologies and develops hazazdous materials disposal restrictions and treatment standazds. The California State Department of Toxic Substances Canirol (DISC authorized by EPA to enforce and implement bazazdous materials laws and regulations. California regulations pertaining to hazardous waste incorporate Federal regulations. The State hazazdous materials regulations are contained in Title 26 of the California Code of Regulations (CCR). DTSC acts as the lead agency for some soil and groundwater cleanup projects. DTSC sets cleanup and action levels for subsurface contamination; these levels are equal to, or more restrictive than, Federal levels. DTSC bas developed land disposal restrictions and treatment standards for hazardous waste disposal in California. Bay Area Regional Water Quality Control Boazd (RWQCB) is authorized by the State Porter-Cologne Water Quality Ad of 1969 to implement standazds to protect the waters of the State. The RWQCB provides oversight for sites where the quality of groundwater or surface waters is threatened E~Rraction and disposal of contaminated groundwater due to investigation/remediation activities or due to de- watering during construction requires a permit from the RWQCB if the water is proposed to be discharged to, storm drains, surface water or land The Alameda County Flood Conrrol District, Zone 7, has responsibility for the control and conservation of flood and storm waters, and the protection a~f water sources, watersheds, life and property from damage by floodwater. Zone 7 oversees improvements to all of the City's streambeds and protects the natural habitat local creeks and rivers. Zone 7 is also responsible for maintaining flood control improvements and channels. 23 Site Improvements Site improvements include asingle-story tilt-up concrete building with a slab on grade floor and a taz and gravel built-up flat roof According to title documents reviewed, the building was constructed in 1Y13. The footprini of the building is reportedly 104,000 square feet. 2.4 Sarronnding Land Use Surrounding land use includes retail and service commercial properties and office space. A gas station with a car wash is located in the eastern comer on the same city block as the Site adjacent to the Site parlang lot. The Dublin Sports Center is located to the southwest of the Site, across Dublin Boulevazd Gas Station Adjacent to Site 2.5 Site Geology The Site is located near the center of the Coast Range geomorphic province, a northwesterly trending complex of sub-parallel ridges and valleys which emends several hundred miles to the north and south. The Amador-Livermore Valley, an exception to this trend, forms an east-west stnrarual basin defined by branches of the San Andreas Fault system. The Dublin Site occupies a smooth land surface at the eastern of Coast Range hills. The Valley is underlain by late Tertiary and Quaternary rocks that lie on basement rocks of the Franciscan assemblage, which consist of severely deformed sandstone, shale, and chart. In the Dublin azea, this unit is mainly sandstone. The Amador-Livermore Valley topographic and structural basin was formed in Pliocene time by movements along faults to the east and west. The basin is filled with 1,219 m (4,000 ft) of Pliocene to Holocene alluvial gravels, sands, and lacusnine clays of the Livermore Formation. Late Quaternary alluvial deposits immediately rmderlie the Site. The Site had been part of a flood plain and deposits tending towazd fines and clays are evident in the first 10 fed of drilling beneath the Site. The historically active, northwest-trending Calaveras fault zone, the easternmost brandy of the San Andreas fault system in the San Francisco Bay area, traverses the western margin of Amador-Livermore Valley. The Concord-Green Valley fault and parallel trending Greenville fault zone define the eastern boundary of Livermore Valley. In addition, two other capable faults, the Las Positas and Verona faults, as well as several inactive faults, cut the southern part of Livermore Valley. The Livermore Site lies in an area of historically inactive faulting, 6 miles north of the Las Positas fault zone and less than 5 miles west of the Greenville fault zone. Other lesser faults aze indicated on the GeoCheck Report in Appendix A of this report. 2.4 Site Hydrrogeology According to the California Water Service, which distributes water to the City of Livermore, there are several perennial agrrifers in the area. The Zone 7 Water District, which supplies the California Water Service, ma;*Na;r,a several municipal wells lrt the AmadOr-Livermore area that draw groundwater from several agrrifers from 110 to 550 feet below ground surface. As noted, the deeper agrrifers, from 110 - 550 feet below ground surface, are used for domestic water supply by the City of Dublin, using a municipal pipeline and storage tank system. Based on results from the most recent annual water quahty twang program, the California Water Service affirms that there are no regional impairments to the water supply. Terra Search Geotedrnical Consultants reported encountering first groundwater at approximately 12 feet deep and that the water rose in the column over time to approximately 9 fed below ground surface. Rosewood Enviornmental Engineering encountered groundwater at depths consistent with the Terra Seazch observations. 2.5 Site Hydrology The nearest surface water to the Site is Alamo Creek originally approximately'/. mile to the east of the Site. The creek, and most of the drainage in the azea, has been channeled and redirected so that natural drainage does not exist in the azea any longer. The Site drains by drop inlets in the parking lot and shed action. Drop inlets draining to stormwater drains are lopted in the paved parking areas The Site is within the 500-yeaz flood plain according to FEMA maps as indicated in the GeoCheck report in Appendix A. Z.6 Site Wells There do not appear to be any water wells at the Site. 3.0 SITE AND VICINITY HISTORY 3.1 Historical Reference Sources History of the Site was derived from the following documents, copies of which are contained in Appendix B, where available: Historical Maas 1878 Historical Atlas of Alameda County, Published by Thompson & West of Oakland, Ca (Map ' i Number 7) USGS Livermore Quadrangle 15 minute topographical map dated 1947 USGS Dublin Quadrangle 7.5 minute tapographiuml map dated 1961 USGS Dublin Quadrangle 7.5 minute topographical map dated 1968 USGS Dublin Quadrangle 7.5 minute topographical map dated 1973 ~ USGS Dublin Quadrangle 7.5 minute topographical map dated 1980 Historical Aerial PhotoQraohs Date Flver Scale 1939 Fairchild 1:555 1958 Cartwright 1:833 1965 Cartwright 1:333 1982 Western State Aerial 1:690 1994 USGS 1:666 2002 MapQuest 1:666 Historical Publications The Amador-Livermore Valley Pictorial History by Bob and Pat Lane, published by the Domming Company Publications, Norfolk, VA 1988 History of Livermore Valley published in a series by the Tri-Valley Herald, Mardt 1974 Dublin Reflections, a Bit of Valley History by Virginia Smith Bennet, 1978 (Excerpt of Dublin Historical Time line contained in Appeudix B) 10 Tide Documents First American Title Insurance Company has beenrequested toprepare afifty-yeaz chain of title report for the Site. This report was not received at report preparation time. When it is received, it will be reviewed for relevant information. Should the data provided alter the findings or conclusions of this report relevant to recognized environmental conditions, a supplemental letter report will be prepared and sent to the client. An Assessors Parcel map for the Site was provided through First American Title Company agd was reviewed along with information about the building ownership and construction These documents are contained in Appendix C. 3.2 Regional History The Costonoan (Ohlone) Indians were the primary Native American group lmown to have used Alameda County. The Costanoan were hunters and gatherers who relied on a variety of resources including deer, ells amelope, fish, birds, nuts, and filrits. Individual tribes usually had a permanent village and occuQied smaller campsites on a seasonal basis. The Costanoan in the Amador-Livermore Valley were decimated after European contact due to disease and acculturation. In 1878, the census indicated that only 110 natives were still in the area. By 1915, any remaining native Indians were moved to Sonora. The firstnon-native explorers of Amador Valley were Lt. Pedro Fages and Fr. Juan Crespi with 16 soldiers and muleteers in April of 1772. They rode along what is now San Ramon Road, probably very close to the subject Site. In 1826, Jose Marie Amador, a former Mexican soldier and former Major Domo.of Mrssion San Jose received a Spanish land grant of four square leagues (16,517 acres) in Amador Valley and became the first resident of the azea. His main two story adobe house was build at the wmer of Dublin Road and San Ramon Road, approximately 1'/smiles south of the Site. He reportedly lived to be over 100 years old The location of the adobe house was at the crossroads of the Bay/Area to Stocldon trail and the Martinez to San Jose route and rP'^a+na sp to this day. 11 Michael Murray and Jeremiah Fallon came to Dublin in 1852 gave up mining for gold and settled a permanent homesite an 1,000 arias of the Amador ]and gram. They had been part of the ill-fated Donner Party, but had fommately left the party at Fort Bridget before disaster struck. Michael Murray was the first Supervisor of the Murray Township, whidt included Dublin. James Witt Dougherty and William Laskin bought 10,000 acres the next year and more settlers followed Through additional purdrases, James Dougbtery eventually owned 17,000 acres. In 1850, the Dougherty Station was built and remained a major landmark in Dublin for 75 years. The first sc3tool was built in 1856, and the first drutdr in 1859. A general store and hotel followed and in 1860 a stagecoach station was established A large earthquake stnick in 1863 along the Calavams Fault, which trends under the original Amador Adobe, less than two miles south of the Site. In 1876, the agricultural statistics indicated that many crops were gown in the area including, wheat, bazley, com, beans, sugar beets, grapevines, breweries and livestock, In 1880, efforts were undertaken to drain the Valley swamplands lying south of what is now Irterstate 580. This azea continued to flood periodically. A major flood was recorded in 1955. In 1910, the Western Pacific Railroad bypassed Dublin, cutting off what was a promising beginning. The Dublin Postmark was discontinued as mail was routed by rail through Pleasanton. In 1930, the Lincoln FLghway 50 was built through Dublin. Dublin flourished in the 1930's with 5 service stations and 4 restaurants. In the 1940's and during the W WII, the economy to the town slumped, growth reversed as people moved away. The Lincoln Highway 50 became Interstate 580 in 1965. In 1967, Imerstate 680 and the original 680/580 hrtercJrange were completed This was the impetus of major commercial and residential development in Dublin. In 1975, I-580 was widened further. During World War Q the Waz Department built Camp Shoemaker on the east side of Dublin and Camp Parks for the Navy Seabees training base. After the War, the Navy Brig at Camp Parks was ccnverted and rebuilt as the Santa Rita Rehabilitation Center in 1947, which was renovated and rebirilt in 1989. In 12 1951, Camp Parks became the Parks Air Force Base and in 1980 it became Pazks Reserve Forces Training Area. In 1960, Volk-McLain built San Ramon Village east of the Site on land that had be®part of the holdings of James Witt Dougherty. Development continued rapidly and in 1982, Dublin voted for incorporation 33 Site History Site-specific informatia~n indicates that the Site was undeveloped agricultural land prior to 1973 when the existing strucdae and Site configuration was built. The Site itself does not appeaz to have changed appreciably since the original construction. A hay field wvers the Site in the 1939, 1958, and 1964 aerial photographs. Wmdrows of freshly cut hay are visible on the site in the 1964 aerial photograph. The 1973 topo map indicates a footprint of a building consistent with the configuration of the building currently located at the Site. In an interview with Lisa Davies, the Assistant Manager of the Spirit Store and a resident of Dublin since 1982 indicated that the Pak'N Save store replaced a K Mart stare in the late 1980s and that the thrift store had one been a Liquor Bam. The following are notes on development of the surrounding properties. • Camp pazks appears ce the 1958 aerial photograph northeast of the Site • The military reserve south of I-580, which is south of the Site, first appears an the 1961 topographic ~P~ • Significant development of the town of Dublin was laid out in the 1968 topo map as northwest of the Site. • A significant amount of commercial development in the immediate Site vicinity appears to have occurred between 1968 and 1973. • Based on aerial photograph review, it appears that the gas station adjacent to the comer of the property was canshuded prior to 1982. 13 4.0 REGULATORY REVIEW 4.1 Database Review Rosewood Environmental Engineering contracted with EDR, Environmental Data Resources of ~ Southport, Connecticut to conduct a search of state and federal regulatory databases to identify recorded concerns for the Site and surrounding properties. The databases were seazched to the appro~dmate minimum search distances as specified in ASTM Standard Practice E 1527-00, "P'hase I Environmental Site Assessment Process." EDR's Database Report hits are summarized in Table 1 below: TABLE 1 Database Search Results Database £'""'~~ ~SearrLERathus ~ Sde_ =0 1/8~' =miles - 1/S Y. mile_ Y. '/: miles Y: Simile= NPL 1 mile No 0 0 0 0 Proposed NPL 1 mile No 0 0 0 0 Delisted NPL 1 mile No 0 0 0 0 CERCLIS 0.5 mile No 0 0 0 - AWP 1 mile No 0 0 0 0 Calcites 1 mile No 0 0 0 0 Notify fS 1 mile No 0 0 0 0 CHh1IRS 1 mile No 0 0 4 12 CA P'ID 0.25 No 0 0 - - Cortese 1 mile No 2 4 8 12 RAATS Site No - - - - Tozic Pits 1 mile No 0 0 0 0 WMUDS/ SWAT 0.5 mile No 0 0 0 - 14 Databases ~, ~Search:Rad~as _ • - - -= =Sde- _ -- ~ 0 LSk~ z u miles i/8 Yam - mtle~ ~Ya Ya- - miles Sx 1 mile. -- r RCRA TSD 0.5 mile No 0 0 0 - CORRACTS I mile No 0 0 0 0 ffi11~tS Site No - - - - PADS Site No - - - - ERNS Site No - - - - PITS Site No - - - - State Land 0.5 mile No 0 0 0 - LUST 0.5 mile Yes 3 7 15 - Registered USTs 0.25 mile No 2 12 - - Registered ASTs Site No - - - - FIlYDS Site No - - - - TRIS Site No - - - - TSCA Site No - - - - MLTS Site No - - - - NPL Liras Site No - - - - CA Bond E:P. Plan 1 mile No 0 0 0 0 ROD 1 mile No 0 0 0 0 CONSENT I mile No 0 0 0 0 Mines 0.25 mile No 0 0 - - CA WDS Site No - - - - 15 ~=DaWYa$e- -._- ___ k=JC~tiI`~' d1OS __ - - .-.-T ~ s Jlte~ - - _~ =0 LO f _.:-_ LR __~/~~ ~'/4 ~ li-~ , "ate _'- ~2.~ 1 mj~'. '_ Coal Gas 1.5 mile No 0 0 0 0 Dry cleaners 0.25 miles No 0 1 - - HAZIVET 0.25 No 10 23 - - . CA SLIC 0.5 No 0 0 4 - The EDR Report is attadted to this Report as Appendix D can be reviewed for specific information. Figures 3 and 4 a~n the following pages are from the EDR report and map the listed cases. The Site was not identified on any of the databases searched by EDR. Most of the cases listed on the database search were facilities that store or handle hazardous materials, but not ones that have necessaaly experienced a reportable release that might threaten the Site. The most significant finding is that there are 251eaking underground fuel storage tank cases listed within '/z mile of the Site. Of these, three are within 1/8 mile of the Site. The large number of leaking underground storage tanks in the area may be an indication of a regional groundwater problem. Groundwater is relatively shallow, so Rosewood Environmental Engineering recommended conducting groundwater screening at the Site to address the concern of petroleum hydrocarbon contamination in groundwater beneath the Site. 16 OVERVIEW MAP - 0824630.2r -Rosewood r. , ~ Target Property ~ Sites at elevations higher Man or erpul to Me taiga[ property • Stles at elevations lower Man N Pcv/er vananisson fines Areas of Concern Me target property /~/ Oil a Gas pipelines l Coal C,,asfiption Sites Q Igg-year flood mire e National Priority List 5tes ~ SHO-year Hood zone Landfill Sfea ~ Wetlands TARGET PROPERTY: 'Pak 8 Sava CUSTOMER: Rosewood Engineering ' ADDRESS: 6617 Dublin Boulevard CONTACT: Ms Cheryl Chestm CITY/STATE~P: Dublin CA 945fi8 INQUIRY /F: 0824630.2r U1TA.ONG: 37.7054 / 121.9109 DATE: August ~, 2002 7:58 am GeweMO a101 eR br01-016DT, Im Al O1nG01. Y nir\b esrnd. ut I wIL nnwN - oaz463o.2r - Kosewooa r s4/' W / / ~ / / / 6 . . l~ / / /~ / p , ' . ' er:/ i~~ / / // / / ' / / ' ! ~ ~ ~. // ~ ~ // ~/~ :~/F/ .. ~/: ~ !/ % / / ~ . .~ 16m w % /; . ( :1610 W • Ib1 N i / / i ~ i 1610E p i ~ / / / J0M1>aMOa ~~/ / / / / / / / / / / / / / / / / / / ' 1000 [ / ~ 11 I/I[ 1A / a g ~ / ~ ~ / j M YIL. .- .-.y.... .,.w.,~ Sites at 9lavatlons higher tlun Or equal to ft18 target property Sites at elevaCOns lower Hart the target property l Coal GasiliraHon Sivas Sensitive Receptors National Priority List Sivas LandtillStes fy' Paver aarmlli~on fines Areas of Contain ^/ OtlBGas pipel"utes .'%~©;. 100-year fiord mrre I 500-year Hind mna TARGET PROPERTY: 'Pak 8 Save CUSTOMER: Rosewood Engineering ADDRESS: 6617 Dlblin BoWevard CONTACT: Ms Cheryl Chester CITY/STATE(DP: DubHnCA94568 INQUIRY N: 0824630.2r LAT/LONCz 37.7054 / 127.91 09 DATE: Atgtrst 02, 2002 7:69 am Gryrytl Oalp2 Ee1L lm0]0016aT, tls 07!!001. Ya4eb erMwd. 5.0 SITE RECONNAISSANCE On February 11 and September 25, 2002, representatives of Rosewood Environmental Engineering conducted Site 1'eC0ni1a1SSa11Ce visits and interviewed tenants at the Site. Copies of interview notes are contained in Appendix E. An asbestos sampling program was also conducted at the Site During the reconnaissance, Rosewood Environmental Engineering observed the exterior and interior of the building, including vacant areas and closets. The roof of the building was also inspected at the time of the asbestos survey. The rear of the building had a loading dock a truck loading azea. A pad-mounted transformer was noted oa the property. A pole-mounted transformer was located adjacent to the Site. 5.1 Site Operations Site operations include a former Pak'N Save discount grocery store, a baz and pool hall called "A Room With a Cue" and a thrift store. The former Pak'N Save had been vacated and a seasonal Halloween store had rented the space of a few months. Lisa Davies, the store manager was interviewed during the Site visit and escorted the representatives through the store. Temporary dividers were the only alterations to the interiors during this period The store had three large cold storage rooms, which were all vacam and inoperative. Closets, warehousing areas, loading docks, bathrooms and employee areas were all viewed Except in small buildout azeas, the walls and slab floor were concrete. The flooring was covered with vinyl floor file that was damaged in areas. Floor drains were noted an the east end of the building that were in an area that might formerly have been the store's deli. Another area was identified as the former bakery. One of two air handling systems for the building was located in the ceiling of this space. It appeared to be gas fueled with electrical fans. 19 and is reported under separate cover. The Room with a Cue was a pool hall with a baz and small food service azea along the east wall. This area contained some refrigeration units and a few COr canisters behind the baz. The bathrooms and closets were observed. The main room had carpeting over concr~e. The concrde was exposed behind the baz and in the food storage area. The bathrooms had linoleum floor covering. The thrift store was a large open area with a large amount of merchandise in it. The floor file was a patdrwork of various types of floor file that had been repaired and inserted over the years. The receiving azea in the back had a concrete floor and ladder leading to a space render the ceiling c~*+~~+~ing the other air handling system for the building. A large yellow receiving bin for the store was located in the reaz of he building. 5.2 Hazardous/Regulated Substances and Wastes, and Petroleum Products Used or Stored at fire Site There were no reportable quantities of regulated substances at the Site. A shelf of cleaning products was located in the rear of the Halloween Store. 53 Labeled Containers and Drums There were no drums or containers of reportable quantities of hazardous substances noted during the Site reconnaissance. 5.4 Disposal Locations of Regulated/Hazardoos Wastes No reportable quantities of regulated hazardous waste were noted during either of the Site reconnaissance visits. 5.5 Evidence of Release There was no evidence of surficial staining or other indications of a release at the Site. The Site was first observed during a rain event and no appreaable ponding or clogged storm drains were observed at that time, 20 5.6 Polychlorinated Biphenyls (PCBs) There was one pad-mounted transformer at the rear of the Site. There was no evidence of staining on or azound the transformer concrete pad There was one pole-mounted transformer on the east boundary of the Site. It appeared to be of a newer type that would have been cleared of PCB- ~ aininv Quids. Hanging lamps were in the main part of the PaKN Save Store, however, florescent lighting systems were in the rear of the space and in the other tenant spaces of the building. Older florescent lamp ballasts often contain PCB's. No other suspect PCB-cm+*a;n;no equipment was observed at the Site. 5.7 Asbestos-Containing Materials (AGMs) Sampling for asbestos was conducted and the report was submitted under separate weer. Vinyl floor tile, 5.8 Radon primarily in the thrift store azea, and rwf sealant were both identified as comaining asbestos. Figure 5 on the ne# page was from the Asbestos Survey and indicates where samples were wllected and the results of sample analysis. Radon testing was not wnduded as the Site is not located in an area of radon wncem (Zone 2). According to the EDR GeoCheck Report, Alameda County in which the Site is located is a Radon Zone Leve12 where 100 percent of buildings tested had wncentrations of radon less than the U.S. Environmental Protection Agency's rewmmended action level of 4 piw Curies per liter of air. The average radon activity level for first floor testing sites was 0.776 pCi/L. 21 ~N r~i '~ !~ NORTH 3. 12' VFT, off-whhe w/gray accents : ND 6. 12' VFT, beige w/brown streaks : ND Floor file mastic : I.5% 9. 12' VFT, gray granite pattern : ND 124. Bituminous roof sealant : 10.20% I I5. Joint compound : ND I B. 12" VFT, beige w/cream accents : I -5% Floor file mastic : 5-10% ~. 12' VFT, beJge wlcream : I- VFT, grayish whan: ND ., .or file mastic : I-5% *a!'s '''r'1 I. 12' VFT, grayish w/tan : ND 19. 12° VFT, beige w/cream : I -5% Floor file mastic :5.10% 17. Joii 23. 12' VFT, grayish w/tan : ND Floor file mastic : I -5% I I. Joint compound : ND 10. Joint compound : ND I 2. 12' VFT, of6-white wlgray acceMS : ND 5. 12' VFT, beige w/brown streaks : ND Floor file mastic : 5-10% 8. 12" VFT, ra ranite attem : ND 1. 12" VFT, oft-white w/gray accents : ND 4. 12" VFT, beige w/brown streaks : ND Floor file mastic : I -5% 7. 12" VFT, gray granite pattern : ND ND 0 fea 75 I~ 5.9 Lead-Based Paint No significant quantities of coatings were suspecxed lead-based paint. 5.10 Lead in Drinking Water According to the Annual Drinlang Water Quality Report for 2001, lead was not detected at concenh~ations above the U.S. Environmental Protection Agency's aeon level of I S micrograms per liter. Since the Site is connected to the muniapal water system, testing of the Site's drinlang water for lead was not conducted 5.11 Landfills No evidence was encountered in the course of this assessment indicating that the Site has ever been utilized as a landfill. No current permitted landfills or unlicensed landfills were identified in the vicinity of the Site. 5.12 ' Pits, Ponds, Lagoons, Dumps. DrywelLs, and Catchbasins ]Zosewood Environmental Engineering did not observe pits, ponds, lagoons, sumps, drywalls or pools of liquid on the Site. Drop inlets are located in the asphalt and concrete pavement areas at the Site. These azeas did not exltibft standing water, nor did there appear to benear-by staining. 5.13 Ou-Site Aboveground and Undergromd Storage Tanks No evidence of existing fuel storage tanks was observed at the Site. 5.14 Radiological Hazards No radiological hazards aze located on the Site. 22 i 5.15 Additional Hazard Observations No other relevant observations were made during the Site visit. 5.16 Snrroanding Land Use A gas station and car wash is located in the eastern comer of the Site parlang lot. This appeared to be a relatively clean operation. No evidence of staining or releases was noted at the time of the Site visit, and no record of a release has been reported from the operation. The Site is surrounded by commercial properties including service operations, office space, retail stores, 23 6.0 PHASE II SUBSURFACE INVESTIGATION Rosewood Environmental Engineering completed a Phase II Environmental Site Assessme~ that consisted of advancing four push probe borings at the Site and collecting grab groundwater samples for screening for a regional fuel i~aitment in the groundwater beneath the Site. 6.1 h5eld Program Terra Firma Consttlting LLC was contracted to drill and sample muhiple locations at the Site, that were field located by a California Registered as representative of subsurface conditions and potential contaminant migration pathways near the reported tank releases. The boreholes are labeled 1-W through 4W on Figure 6 (Borehole Locations). The drilling operation was completed on September 25, 2000 and a total of four soil and three groundwater samples were obtained. The soil samples were observed in the field and the groundwater samples were submitted to CLS Laboratories, Rancho Cordova, Califomia for analysis on a 24 hour turn-around basis. No evidence of subsurface impairment was observed during the sampling program Each borehole was advanced with a direct push technology (DPT) apparatus, utilizing a skid loader-mounted hydraulic system to advance the 2"-diameter sampling device to the desired depth. All sampling equipment was stemcleaned with Alconoz sohrtion before each borehole was initiated. Soil samples were obtained by driving the Geoprobe sampler into undisturbed soil and retrieving the soil in a clear acetate tubular liner. Six-inch section ofthe liner was ctrt out from the desired depth and the ends were sealed with Tefloa tape and plastic caps. Groundwater samples were obtained by inserting slotted PVC pipe into the completed boreholes and retrieving the water with a disposable bailer a8er allowing sufficiem recharge time. Groundwater was not retrievable from boring 4W. All samples were maintained at an approximate temperature of 4°C until analyzed. Chain-of-Custody information is presented in Appendix F of this report. 2a o~ ~~ m b Q NORfH Office Commercial Retail and Service Commercial ~ _. ~~-~' ~ i - .- /. ~! ~ Office Commercial ~' /•' . ' ~ S` ' / ~ ,~ ~ I ~ ___ ~ . // ~ ~ ' ~ „ ; s forlrter Pak'~J Save _...r..~• r d ,, ~ t ' ~ ~ ~ ~ ~ ~, r~~i ~ ~' / ~ ~"„ t r ~ .; i oodwlll ? t ~ ,~ J it~;;r ,;i;:' Room With A Cue r Service Station Y ~ BH-7 , ~ ~ Paved Parking Lot i / ~ ~ Parcel Limit ~ / ~ ' ,. % ~ BH-2 / vat Office and Retail Commercial Service Station ~ t-~ OG o°,S N~ l 0~ O' ~ ``t` ~: / ~ Retail Commercial ~•' wa ~,- . ~'' • ~ . / ,: ' o het Aso ... ~,' 6.2 Chemical Analysis. All samples were analyzed for Total Petroleum Hydrocarbons as both gasoline and diesel, BTEX. The quick turn-around requirement requested by the client restricted the number of samples and the analyses that could be conducted. However, this program was sufficient for assessing the primary concern of impairment of groundwater due to a potential regional plume i from numerous leaking fuel tanks. The resuhs of the analysis for total petroleum hydrocarbons and the aromatic constituents benzene, toluene, ethylbenzene, and xylene (BTEX) were `Scot detected" (ND) for all groundwater samples analyzed. 26 7.0 CONCLUSIONS Rosewood Enviommental Engineering has completed a Phase I Environmental Site Assessment (ESA) with a Phase II groundwater sampling program of the former Pak'N Save Site located at 6633 Dublin Boulevard, Dublin, California ("the Site'. Aa asbestos survey was also completed for the Site and is presented in its entirety under separate cover. 6.1 Onsite Concerns This sectia~n discusses the Recognized Environmental Concerns identified onsite Polychlorinated Biphenyls (PCBs) Some of the lighting systems in the building include florescent lighting. Older florescent lamp ballasts often camtain PCB's. These lamp ballasts will have to be sampled for PCBs prior to building demolition to determine the proper disposal mcthod of the lamp ballasts Asbestos Containing Bmlding Material Potential asbestos containing building material was identified at the Site during the Site reconnaissance A pre-demolition asbestos survey was conducted for the building and was reported under separate wver. Fluor the (primarily in the thrift store) and roof sealant were identified as containing asbestos. The asbestos survey should be used to obtain estimates from properly licensed contractors for the additonal costs associated with the removal and proper disposal of the asbestos containing materials. 6.2 09'Site Concerns A large number of cases were listed on the database search conducted by IDR. Most of the cases listed on the database seazr]u were facilites that store or handle hazazdous materials, but didn't necessarily experience a reportable release that might threaten the Site. The most sigaifirant finding is that there are 251eaking underground fuel storage tank cases listed within r/x mile of the Site. Of these, three are within 1/8 mile of the Site. The large number of leaking underground storage tanks in the azea maybe an indicaton of a potental regional groundwater plume. Groundwater is relatvely shallow, so Rosewood Environmental 27 Engineering recommended conduarng groundwater screening at the Site to address this concern. The groundwater screening Program conducted indicated that no petroleum hydrocarbons were detected in groundwater samples collected from beneath the Site. Based on this information, it does not appear that plumes from leaking underground storage tanks in the Site vianity have impaled the Site. No fiuther investigation is recommended at this time. 28 GEOCHECK ®= PHYSICAL SETTING SOURCE ADDENDUM TARGET PROPERTY ADDRESS 'PAK S SAVE 6617 DUBLIN BOULEVARD DUBLIN. CA 94568 TARGET PROPERTY COORDINATES Lafitude (North): Longitude (West): Universal Trernerse Mercator. UTM X (Meters): UTM Y (Meters): 3z7t>,3391- 37.4z• 19.4° 121.910881 - 121' S4' 39.2" Zone 10 596008.9 4173481.5 EDR's GeoChedc Physical Setting Source Addendum has been developed to assist the ernironmental professional with the collection of physigl salting source irdomiation in acmrdarrce with ASTM 1527-00, Section 7.23. Sectiort 72.3 requires that a current USGS 7.5 Minute Topogrephic Map (or equivalent, such as the USGS Digital F_levation Model) f>0 reviewed. It also requires that one w more adrLtiorW physical setling sources besought when (1) mrrditions have been identified in which hazardous substances w petroleum products are likely to migrate to or from the property, and (2) more information than is provided in the arrant USGS 7.5 Minute Topographic Map (w equivalent) is generlly obtained, pursuant to local good mmmerdal w asiomary practice, to assess the impact of migration of remgnved environmental mnditians in connection with the property. Such additional physical setting sources generally indude indormaton about the topogrepMc, hydrologiq hydrogeologiG and geologic characteristics of a site, and wells in the area. Assessment of the impact of cantamirrant migration generally has two pdrrciple investigative components: 1. Groundwater flow direction, and 2. GmurWwater flow veladty. Grerardwater flaw direction maybe impeded by surface topography, hYdrdo9Y. hydrogeology, dlaradrlisflcs of the sal, and nearby wells. Groundwater flow velocdty is generally impeded by the nature of the geologic strata. EDR's GeoCheck Physinl Setting Source Addendum is provided to assist the ernimnmental professional in funning an opinion about the impact of potential contaminant migration. TC0824630.2r Page M1 GEOCHECK®. - PHYSICAL SETTING:SOURCE.SUMMARY> GROUNDWATER FLOW DIRECTION MFORNATtON Groundwater flow direction fir a partialar sde is best determined by a qualified environmental professional using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other sources of mfortrtation, such as surface topographic irdartnatlon, hydroogic irdortnation, hydrogedagic data cdleded on nearby properties, and regional groundwaterflow irtfannation (from deep aquifers). TOPOGRAPHIC INFORMATION Surface topography maybe indicative of the direction d suficial groundwater flow. This irtfornation can be used ro assist tfte erwironmerttal professional in fomting an opinion about the impad of nearby contaminated properties or, should conmmination exist an the target properly, what downgradient sites might be impeded. USGS TOPOGRAPHIC MAP ASSOCUITED WITH THIS SRE Target Property: 2437121-FB DUBUN, CA Source: USGS 7.5 min quad index GENERAL TOPOGRAPHIC GRADE:NT AT TARGET PROPERTY Target Property. General SW Source: General Topographic Gradient has Dean determined from the USGS 1 Degree Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation irlfortnation between sites of dose proximity should be field verified. HYDROLOGIC WFORMATION Surface water ran ad as a hydrologic bartier ro groundwater flow. Sudl trydrWogic infortnatlon pn be used ro assist the environmental professional in fortrdng an opinim about the impact of nearby mmaminated properties or, should contamination exist on the target property, what downgredied sites might be impacted. Refer ro the Physical Setting Sauroe Map fotlowing this summary for hydrologic information (major wat~rays and bodies of water). t1EMA FLOOD ZONE Target PfOperty Coumv ALAMEDA, CA Flood Plain Panel at Target Property: Additlonal Panels in search area: NATIONAL WETLAND INVENTORY NWI Ouad ffi Target Property BUN FEMA Flood Electronic Data YES - refer ro the Overview Map and Detail Map 0607050001A /CBPP 06000101158 /CBPP 0600120001D /CBPP 06001200020 /CBPP NWI Electronic Data COVerage YES - refer to the Overview Map and Detail Map HYDROGEOLOGIC INFORMATION Hydrogeologic informeflan obtained by irefallatian of wells on a specfic site can often be an indicator of groundwater flow direction in the immediate area. Such hydrogedogic information can be used ro assist the environmental professional m forming an opinion about the impad of nearby contaminated properties or, should contamination exist on the target property, what downgradent sites might be impeded. TC0824630.2' Page M2 -- .. GEOCHECII®-PHYSICAL SETTING SOURCE SUMMIARY . StreSpeeiflc Ftydrogeofogleal name: Search Radius: 2.0 miles Status: Not found AOUIFLONIe Search Radius: 2.000 Miles. EDR has devebped the AQUIROW Infannation System to provide data an the general direction of groundwater flow at spetitic points. EDR has reviewed reports submitted b11 environmental professionals to regulatory authorities at soled sites and has extracted the date of the report, groundwater flow direction as determined hydrogedogicalty, and the depth to water fade. LOCATION GENERAL DIRECTION MAP ID FROM TP GROUNDWATER FLOW At 0 - tl8 Mile NNE Varies A2 0 - t!8 Mlle NNE Varies 133 118 - t/4 Mib South Varies S4 118 -1/4 Mile SSW SE S5 1/8-1/4 Mile SSW SE B6 1l8-114 Mile SSW SW A7 tl8 -114 MOe NNE Vades AB 118 -114 Mle NNE Varies A9 1/8 -1/4 Mile NNE Varies C71 118 -1I4 Milo SE Varies D12 t14-12 Mpe North SW D73 114-12 Mile NoM NE C14 1l4-12 Mih SE W Ct5 1!4 -12 Mile SE Varies E16 114 -12 Mlle West Varies E17 1/4-12 Mile West Varies C18 1/4-12 Mile ESE SW F19 1l4-12 Mlle SE SW F20 114-12 MIIe SE S F21 114 -12 Mile ESE Not Reported F22 114-12 Mlb SE NE F23 114 -12 MIIe SE Vanes F24 1l4-12 Mile SE NW F25 1!4 - 12 Mib ESE SW G26 1/4-12 MII9 ESE Varies 29 12 -1 Mile SSW Not Reported 132 12-1 Mle WNW Flat 133 12 -1 Mib WNW Fiat 134 12-1 Mile WNW SSE 135 12-1 Mib WNW NE J37 12-1 Mfb Wesl NW K38 12-1 Mile WNW Varies K40 1-2Miles WNW NW K41 1 - 2 Miles WNW Varies K42 1-2MIlas WNW w J43 1 -2 Miles West NE J44 1 - 2 Mlles West SE K45 1-2 Miles WNW E K46 1-2Miles WNW E J47 7 - 2 Mies West Varies J46 1 - 2 Mfles West S •ewes~v+~+npeoc~u~eeae..e~rm,uie wv. ern~.rwdwww ~r.~wau.~wnrm.aM+e~ar~.~a..aw.mvwrgn4Arrn w.m~r.au~ • Cmo+,-w fa~wm~el a.w.~ ~e~ `wvds, A+~m (tf,¢511n~YpC V ~ TC0824630.2r Pege A-3 GEOCHECfI®-PHYSICAL SETTING SOURCE.SUMMARY LOCATION GENERAL DIRECTION MAP ID FROM TP GROUNDWATER FLOW Lqg 1- 2 Miles WNW Varies L5p 1 - 2 Miles WNW Varies L51 1 - 2 Miles WNW Varies J52 1- 2 Miles West SE 53 1 - 2 Miles SSW Not Reported M54 1 - 2 Miles WNW E 55 1 - 2 Miles SE ENE M58 1 - 2 Miles West E M57 1 - 2 Miles WNW E,SE,Varies M58 1 - 2 Miles WNW Varies M59 1 - 2 Miles WNW Varies M60 1- 2 Miles WNW Varies N81 1- 2 Miles SSE Varies N62 1 - 2 Miles SSE Varies 083 1- 2 Miles West E OBq 1 - 2 Miles West SE P65 1 - 2 Miles WSW ESE p8g 1 - 2 Miles WSW ESE p87 1 - 2 Miles West NE 68 1 - 2 Mies SSE NW 69 1 - 2 Miles ESE Not Reported 70 1 - 2 Miles NW WSW For additional site infomlatian, refer to Physical Setting Source Map Findings. GROUNDWATER FLOW VELOCITY INFORNATION Groundwater flow vebcily information for a particular site is best determined by a qualfied environmental professional using site spedfic geologic and sod strata data. ff such data are not reasonaby ascertainable, it may be necessary to rely on other sources of irdortnation, irrduding geologic age identification, rodt stratigrephic unit and soil charecteristics data collected on nearby properties and regional soil irlfortnation. In general, corltamirlam plumes move more quickly through sandyyravely types of soils than sihy-clayey types of soils. GEOLOGIC INFORMATION ai GENERAL AREA OF TARGET PROPERTY Geologic information can be used by the erlvirorrmental Professional informing an opinion about the relative speed at which contaminant migration may be arxaarirlg. ROCK STRATIGRAPHIC UNR GEOLOGIC AGE IDENTIFICATION Era: Cenozoic Category. Continemat Deposits System: Tertiary Series: Pliocene Cotle: Tpc (decoded above as Era, System d Series) Geologic Age and Rods Stratigrephic Unit Source: P.G. Schruben, RE. Amdt and W.J. Bawler, Geology of the Contertrunous U.S, at 12,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Dlgilal Data Series DDS - 11 (1994). DOMINANT SOIL COMPOSITION OJ GENERAL AREA OF TARGET PROPtJtTY The U.S. Department of Agriculture's (USDA) Soil Conservation Service (SCS) leads the National Cooperatlve Soil Survey (NCSS) and is responsible for colleding, storirrg, maintaining and dlstribWirg soil survey information fat privately owned lands in the Urrited States. A soil ntap in a soil survey is a representation of soil paltems in a landscape. Shc maps for STATSGO are compiled by generalizing mare detailed (SSURGO) soil survey maps. The following information la based on Sod Conservation Service STATSGO data. TC0924630.2' Page Ai GEOCWECl~`- PHYSICAE SETTING SOURCE SUMMARY `.` I Soil Component Name: CLEAR LAKE Soil Surface Texture: day Hydrologic Group: Class D -Very slow infiltration rates. Soils are dayey, have a high water table, or are shallow to an impervious layer. Shc Drainage Gass: Not reported Hydric Status: Soil does net meet the requirements for a hyddc soil. Cortosion Potential -Uncoated Steal: HIGH Depth to Bedrock Min: > 60 indtes Depth to Bedrock Max: > 60 inches Sdil Layer Information Boundary Classification Layer Upper Lower 1 Texture CWss AASHTO Group Unified Soil e~ ~1„ P )Readion P ~ ( H 7 0 imdras 13 indros day SiltLlay FINE-GRAINm Max: 020 Mas: 8.40 Matedals (more SOILS, Srlls Min: 0.06 Mtrr: 6.10 than 35 pct and Clays passing No. (liquid limd 2010), Clayey 50% or more), Sails. Fat C 2 13 indres 60 inches day Silt-Clay FINE-GRAINm Max: 020 Max: 8.40 Materials (more SOILS, Slts Min: 0.06 Min: 7.40 than 35 pcL and Clays passing No. (liquid limit 200), Clayey 50%wmore), Soils. Fat C OTHER SOIL TYPES IN AREA Based on Soil Conservation Service STATSGO data, the following addi0onal subordinant soil types may appear within the general area of target property. Soft Surface Textures: siiry day loam day loam loam silt loam Surfidal Soil Types: sdry day loam day loam loam sAt loam Shallow Sc8 Types: day gravelly -sandy clay ktam clay loam stretfied Deeper Soil Types: clay ktam stratified TC0824630.Zr Page A-5 GEOCHECII® -•PHYSICAL.SEITINGSOURCE.SUMMARY silty day loam sandy day loam Loam silty day weathered bedrock ADDRIONAL ENVDtONMENTAL RECORD SOURCES According to ASTM E 1527-00, Section 722,'one or more additional state ar lopl sources of errvironmental records maybe chedked, in the disaeUon of the environmental professional, tD enhance and supplement federal and stale sources... Factors to consider in determining which local or addiional state retbrds, if arty, should be checked include (1) whether they are reasonably ascertainable, (2) whether they are sufficentry useful, accurate, and complete in light of the objective of the records review (see 7.1.1), and (3) whether they are obtained, pursuant to lopl, good commerdal or customary predice." One of the record sources listed in Section 722 is water weltinfarmatian. Water yell irtfornabon rdrt be used W assist the environmental Professional in assessing sources that may impaG groundwater flow direction. and in forming an opinim about the impact of cantamirenl migreUOn on nearby drinking water wells. WELL SEARCH DISTANCE INFORMATION DATABASE SEARCH DISTANCE (miles) Federal USGS 1.000 Federal FRDS PWS Nearest PWS within 1 mike Slate Database 1.000 FEDERAL USGS WELL INFORMATION LOCATION MAP ID WELL ID FROM TP 810 374211121542701 1/6 -114 MOe SE 27 3742161215417501 1f4 -12 Mfle East GZ6 374202121540701 12 -1 M6e SE H30 374233121551601 12-1 M6e WNW H31 374234121552001 12 -1 M6e WNW 36 374137121541301 12 -1 Mib SSE 39 374156121553.401 12-1 M6e WSW FEDERAL FR0.9 PUBLIC WATER SUPPLY SYSTEM W FORMATION LOCATION MAP 63 WELL ID FROM TP No PWS System Found Note: PWS System bratlon's nct always the same as web loca6on- STATE DATABASE WELL INFORMAT~N LOCATION MAP ID WELL ID FROM TP . TC0824630.2r Page A-6 GEOCHECIt®-PHYSICAL-:SETTING SOURCE_SUMMARY STATE DATABASE NIELL INFORMATION LOCATION MAP ID WELL ID FROM TP No Wells Found TC0824630.2r Pegs A-7 PHYSICAL SETTING SOURCE MAP - 0824630.2r 11 :~ / -' ` i I x~ I ~ •a 1 1 ~ '4; ~ << ~ `~ x Iw ,` ! ~`~, ~~ _ ~iJ \. ,` \ - ~. `~ ~\4 ~ i. Q II ~..\i~. ~- ~.~` '\ 6 '~\•~ .Rnn . '~ ~'~~ `. ~ r r ~~ u6F.@ll _, r 'J I r ,~,;ll i / y molar r~vaoa ' /~/ contour ones ~f EnMquaka Fault Linm ® Water WeOe Q Puck Water soppy walk Grourdwater Fbw Dirao6on ,rL~ 7 IndeOerm'eub Groundwater Pbw a! Imfion Q Groudwater Fbw Varies at Localion • Chmmr ai Wddple kona Q EaMquake epken0er, Fiiohtar 5 or greater ® Ckaeat HydrogeokglW Da@ • Oi4 gas or rek0ad walk TARGET PROPERTY: 'Pak & Save CUSTOMER: Rosewood Engineering ADDRESS: 6617 Dtbtln l3otAtnrard COMACT: Ms Cheryl Chester CITY/STATEIZIP: Dublln CA 94666 INQUIRY N: 0824630.2r LATA.ONG: 37.7054 / 121.9199 DATE Atgtst 02, 2002 8:00 am GawASemm F3R ta:0 ant co . Ne nl a]lAat. Y e4bu ar.ma. i i GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS _ - I Map ID Direction Distance ~ Elevation II Database EDR ID Number Al Slte ro: 01-0072 NNE GrourMararer Flow: Varies AgUffLOW 52993 0-1B Nlre Nigtrer Shelbw Water Depth: 8.T5 Deep Water Depth: 8.95 . Average Water Depth: Nat ReptxEed Dare: os/z5/1999 Az sere ro: 010072 NNE GrwndwarerFbw: Varies AgUffLOW 52992 I Hlgf~rMlle Shallow Werer Depth: Not Reported Deep Water Depth: Not Reported Average Wa[er Depth: 10 Dare: OSll1M1994 e3 site ro: o109ss ~ ~ GraurMwaler Fbw: Varies AgUffLOW 52891 714 Nils 11 6 Shalow Water Depth: Not Reported N~Irer ~' ~ Deep Water DepM: Not Reported ~ ~ Average Water Depth: 12.0 Date: 10!01/1999 '. I 84 Site ID: 01-1556 ~W Groundxarer Flow: SE AOUffLOW 52959 78-114 NIIa N~her ~~ Weer Depth: 4.39 Deep Water Depth: 8.43 I Average Water Depth: Not Reported Date: 06118/1999 B5 SIreID: 01-1558 SSW GrsundvrarerFbw: SE AOUffLOW 52988 tl8 -114 Nlle Nlgfrar Shallow Water Depth: 4.79 Deep Water Depth: 8.61 I Average Water Depth: Not Reported i Data: 10!21/1993 BB Site lD: 01-1568 B Cxourrdvrarer Fbw: SW AOUffLOW 52985 - 1 • 1/4 NIIs Nlglrar ShaOaw Water Depth: 20 Deaf Wa[er Deptlr. 17.0 j Average Water Depth: Not Reported Date: 1011511993 A7 Slte ID: 01-0074 NNE Grourrdvarer Fbw: Varies AOUffLOW 51638 118-1/4 Nire Higher Shalow Water Depth: Not Reported Deep Watx Depth: Not Reported Average Water Depth: Not Reported Date: 01101/1994 TC0824630.2r Page A-9 GEOCHEGK®-_ PHYSICAC.SETTING SOURCE MAP FINDINGS' Map ID Direction Distance Elevation Database EDR ID Number Ae site ro: o1-0oTa NNE GrourMwaffir Flovr. Varies AOUOROW 51839 118.114 Mib Shelbw Weffir Depth: Nat Reported Higher Deep Wafer Defer. Not Reported Average Water Depth: 18.5 Date: 08/2911989 A9 Site ID: 01-0074 NNE GrOUrWwaler Fbw: Varies AOUffLOW 51837 118. 1/4 Mlle Shallow Waffir Depth: 7.73 HlgfNr Deep Waffir Depth: 1028 Average Water Depth: Not Reported , Date: 01/24/1995 810 SE FED USGS 374211121562701 1/8 -1/4 Mile Higher BASIC WELL DATA Site Type: Single we9, dOrer Otan cd0ector ar Ramray type Year Constructed: 1976 Courtly. Alameda AltlWde: 327.80 ft. State: California Wall Depth: 37.00 R Topographic Sattlrq: Velby flat Depth to Water Tahb: Not Reponed Pdm. Use of Site: Observa0on Date Measured: Nol Reported Pdm. Use of Water. Not Reported C71 Site ID: 01-1565 SE Groundvater Fbw: Varies AOUffLOW 51645 118. 1/4 Mib ShaOaw Water Depth: 3.5 H~har Deep Wafer Depth: 10.5 Average Wabr Depth: Not Reported Data: 11130/1993 D72 SlffiID: 4107 North Groundwater Fbw: SW AOUffLOW 49987 va -1n solo shauow water Deptn: s.oa H~har Deep water oepm: 1o.s6 Average Water DepM: Nat Reported Data 04119/1895 D13 Site iD: 01-1783 NoAh GreurMwater Fbw. NE AOUBROW 53619 1/4-1R Mlb Shelbw Weffir Depth: 3.80 H~har Deep Water Depth: 8.06 Average Water Depth: Nat Reported Date: 09!3011999 TC0824630.2r Page A-10 i - _ GEOCHECK®- PHYSICAL.SETTINGSOURCE MAP FINDINGS Map ID Direction I Distance ~ ~ Elevation Database EDR ID Number C14 Site ID: 01-7309 SE Groundwater Fbw W AOUffLOW 51669 7/4 - 1Q 611h H~Iter Shalow Water Depth: Not Reported Deep Water Depth: Not Reported ' Average Water DtryM: 8.5 1 Date: 0&11/1988 I c15 sica ro: 01-13os SE Groundwater Flow: Varies AgUffLOW 51667 I HI4g--~ NIIa Shalow Water Depth: Not Reported Deep Water Depth: Not Reported Average WaOar Depth: 3.8 Date: 0722/1994 I E18 Slta ro: 01-1566 West Groundwater Fbw: Varies AOUffLOW 51636 1/a- t/2 Mlle Higher Shallow Water Depth: Nat Reported Deep Water Depdt: Nat Reported Average Water Depth: 10.7 Data: 112611991 I ( Ef7 Site ID: 01-1565 vrst Groundwater Fbw. Varies AgUfflaw 57864 1/a-1/2 Mlle Hlghar Shallow Water Depth: 4.30 Deep Water Depth: 6.61 Average Water Depth: Not Reported Date: Ofi107/1998 C18 Slte ro: 01-0900 ESE GrotrrWVraper Fbw: SW AOUffLOW 51641 114-12 Mlle Higher Shallow Water Depth; Not Reported Deep Water Depth: Not Reported ( Average Water Depth: 7.5 Date: 06/1511989 F19 Stte ID: Not Reported SE Groundwater Flow: SW AOUffLOW 53451 114.112 A1lle H~lrer c~g~ Water DM b 8.14 Deep Water Dep 10.05 Average Water DepM: Not Reported Date: 0711990 F20 Slte ID: Not Reported SE Groundvraler Flow: S AgUffLOW 59449 t14. 112 Nile Hlghar Shelbw Water Depth: 8 Dip Water Depth: 10 I Average Water Depth: Nat Reported I Date: 05!15/1996 TC0824830.Zr Page A-11 i __ GEOCHECK®- PHYSICAL SETTING.SOURCE MAP'FINDINGS Map ID Diretftion Distance Elevation Database EDR ID Number F21 Site ID: Ot-1250 ESE Groundwater Fbw: Not Reported AOUffLOW 51643 112 Mile Hlgh~ ShaOow Water Depth: Not Reported Deep Water Depth: Not Reported Average Water Depth: 9 ft. 1 Date: W12611988 F22 SBe ID: Not Reported SE Grourdwater Fbw: NE AOUffLOW 53531 714 -112 Mlle Hlgher Shallow Walar Depth: 42 Deep Water Depth: 45 Average Water Depth: Not Reported Date: 10/27/1999 F23 Slte ID: Not Reported SE Groundwater Flow: Varies AOUB=LOW 53455 114. 112 Mlle ~ Hlgher Shalow Water Depth: 7.00 Deep Water Deptll: 11.54 Average Water Depth: Nat Reported Date: 08!2511998 F24 Site ID: Not Reported SE Groundwater Flow: NW AQUO=LOW 53453 114-112 Mlle Nigher Shaibw Water Depth: 7.00 I Deap Water Depth: 11.54 ~ Average Water Depth: Not Reported Oate: 08!1311997 F25 Site lD: 01-1585 ESE Groundwater Fbw. SW AOUffLOW 51846 Hi4g--~ NIIe Shallow Water Depth: Not Reported Deep Water Depth: Not Reported Average Water Depth: 10-25 Date: 0812511992 G28 Site ID: 01-1309 ESE I Groumlwatar Flow: Variav AOUffLOW 51848 l 114 - 1/2 Mlle Hlghar Shallow Water Depth: Nat Reported Deep Water Depth: Not Reported Average Water Depth: 3.8 Data: 0712011993 ~ r East FED USGS 374218121540501 1/4.1/2 Mlle l Hlghar I t If 1 TC0824630.2r Page A-12 GEOCHECK®- PHYSICAL SETTINGSOURCEMAP FlNDINGS BASIC WELL DATA SI1e Type: Stgb trey, otlrar tlran mlet3oror Ramey type Year Cartstrtrctad: 1971 CamY• Almnerla AOLrda: 330.00 R Sbte: Caifarrrb We9 DaPth: 30S.OOft Topographic Setthrg: Vapey flat Oeplh b Wadx Tads Nd Reyorled PtitL Use of S@E= W 01 wale Dete ntea~eed: Hoc RePtaOed Pdnr. llae d wemr: trrdrE<trial G28 ~ 1n-1 ~b FED USGS 3742021215aW01 Hlgher BASIC WELL DATA Silo Type: Sigh we9, otlter flan oaBecforu Ramey type Year CmsUUCffid Nd Reported ~ Carody Alameda AaOrda: 330.00 R Stetx CetOmda ~ Depth to Wffiri TaLla Nat Repodal PS@s Urmsed Data IAeasued: Nat Reported Pdnt Uaw d Water. Umax1 29 Sda D: Not Repoded St3W G1'OUrtdembr Flom. V1-1 Ike Not Reported AgUFiOW Sl~iBG ~ Shaber Watu DepIR Not Reputed OeeP yyefer OePOr: Not Reported Average YYa1er DepOe 8.5 Oab: 09/1992 H30 WNW 1n-1 eeb FED USGS 374233121551601 Hlghar BASIC WELL DATA SOe Type: SYgle wee, o0s Oran aiactar u Rererey type Year Cauttrcted: 1978 Candy. Alameda AIBWda: 330.80R State: ~~~ WeO DePtlr: 2S.6DR Top~~~g; y~g~ Depth at Water TetYC Ncl Reported tiro. llm otSBx t>bsevatlmt Dale AAeasrned: Not Repatad Prin. Use of Wabr Not Reputed H]7 12~ ggb Fm US173 374234121552001 Hlgtru BASIC WELL DATA 58e Type: Sigh weR atlrer Orm cdecbrarRanrey hTe Year Careitrcbd: 1879 ~Y• ~~ Attihda: 331.40 R stao~ Camarrda Web OeP~ 11200 R Toptgrapldc Se96g: Not Reported Depth to WaterTabla 13.3DR Prha Use ofSBx W~awal dvmlc Date Measaed: 08121979 Rirr. llm of Water: OUra TC0824630.Zr Pape A-13 GEOCHECK® -PHYSICAL:.SETTING SOURCE MAP FINDINGS=~ - Map ID 132 Site ID: 01-1769 AQU~LOW 51058 YYNW Groundwater Fbw: Flat ~~ Ib Shalbw Water Depth: 6.5 f peep Wafer Depth: 7.5 f Average Water Depth: Nol Reported. Date: 1111911993 ID 133 WNW gherrlb Sib ID: Grourrdvrater Fbw: Shallow Wetor Depth: Deep Water Depth: Average Water Depth: Date: 01-1769 AOUffLOW 51657 Flat s.s6 1203 Not Reported lT1/1&1996 134 Slte ID: 01-0458 AOUffLOW 51650 WNW Groundwaer Fbw: SSE 112-11YIb Shalbw Water Depth: 7.14 Nigher Deep Water Depth: 7.50 Average Water Depth: Nat Reported Date: 12110119% 135 Site m: 01-0458 AOUffLOW 51851 WNW Groundwater Fbw. NE 112 -1 Mite ShaB~ Water Depth: 15' Nlghrx Deep Water Depth: 20' Average Water DepM: Not Reported Date: 05/02/1991 ~ FED USGS 374137121541301 SSE 1/2 - 1 Nlle Higher BASIC WELL DATA Site Typo: Single well, other Oran colbcfor or Rooney type Year Constructed: 1979 County: Alarrreda Altllude: 328.70 R Sfate: Caliromia We9 Depth: 150.00 R Topographic Settlrrg: Not Reported Depth to Water Table: Not Reported Pdm• Use of Site: Observatlon Date Measured: Not Reported Pdm. Use of Water. Not Reported J37 SIb ID: Not Reported AGUffLOW 52987 West Groundvraoer Fbw: NW 1R - 1 AUb S~g~ Water DepOr: 14.09 ' R~her peep Water Depth: 18.41 Average Water Deptlt: Not Reported Date: 08102/1999 TC08246302r Page A-14 r -. '. _ _ GEO.CHECK®-:PHYSICAL.SETi1NGSOURCE_MAP FINDINGS - Map ID Direction Distance Elevation .Database EDR ID Number K38 WI'IW Site ID: Groundwater Fiow: 01-1447 Varies AOUIFLOW 50250 112.1 AAne Shallow Water Deptll: 1.0 Nlgher Dip water Depth: 5.5 Average Water Depth: Not Reported Date: 12104/1990 WSyy FED USGS 3741 5 8121 3 5 3 3 01 i12-1 Mlle Higher BASIC WELL DATA Site Type: Singh web, o0rer than collector a Kenney type Year Cansbucted: 1981 County. ~ Alameda AltlWde: 346.30 fl. State: California Well Depth: 60.OOR Topographic Setting: Valley flat Depth to Water Table: Not Reported Pdm. Use of Site: Unused Data Measured: Nat Reported Pdm. Use of Water. Unused K40 Site ID: 01.1006 WNW Groundwater Flow: NW AC'IUffLOW 52355 1 - 2 Milea Shallow Water Depth: Not Reported Higher Deep Water Depth: Not Reported Average Water Depth: Not Reported Date: 09101/1989 K41 Site ID: 01-0117 WNW Groundwater Flow: Varies AQUO~LOW 52352 1 - 2 Mlles Shallow Water Depth: 5.90 Hlghar Deep Wa[er Oepih: 11.25 Average Water Depth: Not Reported . Date: 06/17/1999 K42 Site ID: 01-0117 Wr'1W Groundwater Fbw. W AOUGIOW 52353 1 - 2 Mlles Shelbw Water Depth: 628 - H~her Deep Water Depth: 1028 Average Water Depth: Not Reported Date: 09M9l1990 143 Slte ID: 01-1158 W~ Groundwater Flow: NE AOUffLOW 52573 1 - 2 Nlles Sha0aw Water Depth: 5.92 H~har Deep Water Depth: 7.88 Average Water Depth: Nat Reported Date: 07/17/1995 TC08248302r Pepe A-15 __ _ - ,_ _ - - GEOCHECK®,P_HYSICAL SETrING.SOURCEMAP FINDINGS ::: Map ID Direction Distance Database EDR ID Number Elevation J44 Site ID: 01-1158 AOUffLOW 52512 Weat Groundwater Flow: SE g~ ea N Shallow Water Depth: Nat Reported l Deep Water Depth: Not Reported Average Water Depth: 7 Date: 10!27!1993 K45 SBe ID: 01-1610 AQUffLOW 50270 WNW GreurMwaferFbw: E 1 - 2 Mllea Stralbw Water Depth: 10.17 Higher Da~ep Water Depth: 11.45 Average Water Depth: Nol Reported pate; 11IZU1988 K46 Site m: 01-1610 AQUIRDW 50287 WNW Groundwater Flow: E 7 - 2 Milea Shalow Wafer Depdr: 924 Hlghar Deep Water DeP~: 10.94 Average Water Depth: Not Reported Date: 11/1811994 J47 Site ID: 07-0514 AQUffLONf 50328 West Groundwater Fbw: Varies 1 - 2 MOea ShaBOw Water Depth: 8.5 Higher Deep Water Depth: 9.5 Average Water Depth: Not Reported Date: 11lZ711995 J48 W~ 1 - 2 Mlles Higher S(te ID: Groundwater Flog. ShBlbw Water Depth: Deep Water Depth: Average Water Depth: Data: 01-1054 S 9.36 11.02 Nat Reported 11rov1ssl AOUffLOW 51655 L49 site ID: 01-0500 AcuIFLDw sonz WI'IW GrourMwatarFbw: Varies 1 - 2 Niles SheOaw Wetar Depth: 7.49 Hlglrar Deep Water DepM: 10.91 Average Water Depth: Not Reported Date: ~ 1124/1997 L50 Site ID: 01-0500 AQUffLOW 50274 WNW Gramdwa08r Fbw Varies 1 •2 Mlles Shallow Water Depth: 6.94 H~har Deep Water Depth: 8.95 Average Water Depth: Nat Reported Date: 0312911990 TC08246302r Page A-16 - -- GEOCHECK® PHYSICAL SETTINGtSOURCE.MAPf.INDiNGS:.= : -. Map ID Direction Distance Database EDR ID Number Elevation LS1 Site ID: 01-0500 AQUffLOW 50211 WHW Groundwater Flaw: Varies 1 - 2 Milea Shallow Wefer Detrih: NM Reported Higher Deep Water Depth: Nat Reported Average Water Depth: 7.71 • Date: 0711&1998 J52 Slte ID: 01-0892 ACUffLOW 51953 West Groundwater Fbw: SE 1 - 2 MOes Shallow Water Depth: Not Reported Higher Deep Water Depth: Not Reported Average Water Depth: 16 Date: 99rov1ssz S1 Site ID: Not Reported AOUffLOW 53535 SSW Gr0urdwater Flow: Not Reported 1 -2 YBea Sha9ew Water Depth: 17 Lower Deep Water Oepih: 18 Average Water Depth: Not Reported. Date: 05126/1990 M54 Sile ro: 01-1447 ADUELOW 50262 WNW Groundvrater Flow: E 1 - 2 Mlles $halbW Water Depth: 424 . Higher Deep Water Depth: 6.89 Average Water Depth: Not Reported Date: 12/1611993 55 Site lD: Not Reported AOIUWLOW 53491 SE Graurrdwater Fbw. ENE 1 - 2 MOea Shallow Water Depth: 8.75 Hlghx Deep water Depth: 10.39 Average Water Depth: Not Reported Date: 08!1992 M58 Site ID: 01-01084 . AlN1ffLOW 50269 Wost Grourdwemr Flow E 1 -2 Nllas Shelbw Water Depth: 289 Higher peep Water Depth: 7.78 Average Water Depth: Not Repotted Date: 1112011995 M57 Site ID: 01-0513 Wt'6W Groundwater Flow: E,SE,Vtafes ACUffLOW 49988 1 - 2 N6aa Shalow Water DepOr: B29 Higher Deep Wa6sr Depth: 9.02 Average Water Depth: Not Reported pate: 0611611995 TC0824630.2r Page A-17 ~EOCHECK® PHYSICAL SETTING SOURCE _MAP FlNDINGS -- Map ID Direction Distance Database EDR ID Number Elevation N58 Sile ID: 01-0513 AOUffLOW 52502 WNW Groundwater Flow: Varies 1 - 2 Nlles Shalow Water Depth; Not Reported Hlgtrx Deep Water Depth: Not Reported Average Water Deptlt: Not Reported pare; 11/30!1992 M59 Slte ID: ~ 01-0513 AQUffLOW 52501 WNW Groundwater Fbw: Varies 1 - 2 Nllei Shallow y,/eMt D flPgt; 8,20 Higher Deep Wa1ar DePN: 9.02 Average Water Depot: Not Reported Date: 0611&1995 N80 Site ID: 01-0513 pOUffLOW 52500 WNW Groundwater Flow: Varies 1 - 2 MOes ShaDdw Water D fly: Ndt Reported Hlpher Deep Water Depth: Not Reported Average Water Depth: 5.10 Date: 1211111989 NB7 Site ID: Not Reported pOU¢LOW 53447 SSE Groundwater Flour. Varies 1 - 2 MOea Sttelbw Water Depth: 11.82 t'o~ Deep Water Deptlt: 17.59 Average Water DepM: Not Reported Data: osrovl9sa N82 Site ID: Not Reported AOUffLOW 53520 SSE Groundwater Fbxr. Varies 1 - 2 NOaa SlraSav Water Depth: 12 Lower Deep Water Depth: 18 Average Water Deptt: Not Reported Data: 0928!1988 083 SI[e ID: 01-0600 AOUIFLOW 50278 Walt GroundwalerFbw: E 1 - 2 MDas ShaOVw Water Depth: Not Reported Hlghar Reap Water Depth: Not Reported Average Water DepN: 15 Date: 1201/1991 084 Slte m: 01-0BOD AOUffLOW 50277 West Grourtdv2ler Flow SE 1 - 2 MDas Shallow Water Depth; 10.14 Higher O flflp Wafer DeD~: 15.69 Average Water DepOr: Not Reported Date: 022911998 TC0824630.2r Page A-18 g,- ...; _.. GEOCHECK®_ PHYSICAC.SETTING SOURCE MAP FlNDINGS;. Map ID Direction Distance Database EDR ID Number Elevation P85 Site ID: of-01946 ABUffLOW 52350 WSW Groundwater Fbw: ESE x0as F 0 SttaBOw Water Depth: 19.72 11 h peep Water Depth: 78.90 Average Water Depth: Not Reported Date: 08114!1999 P68 Slte ID: 07-01946 AOUB'LOW 52357 WSW Groundwater Fbw: ESE High B8 Shallow Water DePRr: 11.0 Deep Water Depth: 16.0 Average Water Depth: Nol Reported Date: 03!74!1990 P87 Slte ID: 01-7267 AOUffIOW 69293 West Groundwater Flow: NE 7 - 2 Nllas Shallow Waffir DepM: Not Reported Hlgher peep Waffir DePN: Nat Reported Average Water Depth: 80 R Date: 0321/1997 8a Site ID: Nat Reported ACUIFLOW 53527 SSE Groundwaffir Fbwr. NW t - 2 Miles Sha0ow Waffir Deptlt: 15.78 ~~ Deep Water Depth: 40.96 Average Water DepM: Not Reported Date: 08/7911994 lM Sde ~: ESE Grourdwaffir FloMr. 7 - 2 YOes $haYOw Water Depth: HtBher Deep Waffir Depth: j Average Water Depth: Il Data: Nat Reported AQUIROW 5'.1493 Nat Reported Nd Reported Not Reported 29.7 09/7811990 70 SIffi ID: HW GrourMV4tffirFbw: 7 - 2 NOea Shapow Weffir Depth: H~hw Deep Waffir Depth: Average Water Depth: Rate: 39542 WSW 14.40 25.89 Nol Reported 04!17/7995 AQUtfLOW 66256 TC08246303 Page A-19 -- _ •~ , GEOCHECK®= PHYSICAL; SETTINGSOURCE.MAP FINDINGS•> - --_ ..~ _ ,r ,_,, AREA RADON RIFORNATION Federal EPA Radon Zone for ALAMEDA County. 2 Note: Zorre 1 indoor average level > 4 pCVI. Zone 2lndaer average level >= 2 pCUL and <= 4 pCllL. Zone 3 indoor average level c 2 pCilL. Federal Area Radon IMottnatbn far Zip Code: 94568 Number of sites tested:l Area Average AtxHRy % <4 pCllL Living Area -1st Fbw 0.360 pCJL 100% Living Area - 2nd Fbor Not Repotted NW Reported Basement Not Reported Not Reported %420 pCUL %>20 pCilL 0% 0% Nat Reported Not Reported Nol Reported Not Reported TC0824630.Zr Page A-20 ,_ _.- _ - _ - PHYSICAL SETTING SOURCEaRECORDS SEARCHED _ i m .~ HYDROLOGIC INFORMATION Flood Zone ~: This data, available in select mwtias aaass the aowtry, was obtairad by EDR in 1999 fiom the Federal Emergency Management Agency (FEMA). Data depicts 100.year and 500-year hood moss as defined by FEMA. NWI: Natbnel Wellarrds Imerrtory. Thls data, evadable in select mantles across the muniry, was obtained by EDR in 2002 from the U.S. Fish and WlWlife Service. HYDROGEOLOGIC INFORMATION AOUfFLOWR InformaBan Sysbsm Smrce: mR proprietary database aF grurrMwater flow irdomrafion EDR has devebped the AOUIFLOW Irrfomratlon System (AIS) to provide data on the general dnacdon of graundamter flow a<spedfla pohns. 1378 has ravlewed reports submitted to regulatory authodties at select sites and has extracted the date of the report, hydrogedogicaly detemthted groraMaater flow diredbn and deptlt to water table irrfonnatbn. GEOLOGIC INFORMATION Gedagle Age and Rode Stretlgraphle UrtN Source: P.G. Schmhert. FtE. Arad[ and W.J. BawieG Geowgy of the Contemtimus U.S. at 12,500,000 Scale - A digital reptesentatbn of the 1974 P.B. King and H.M. Beaman Map. USGS Digital Data Series DDS -11 (1994). STATSGO: State Sad Geogtaphk: Database The U.S. Deparbnent of AgrimMae's (USDA) Sd Cansarvatim Servioe (SCS) leads the national Coopmativa Sad Sravey (NCSS) and is ra9porcrbia for cadeak9. atwirg. m®ntaknrg aM d6trmuug ~ s~Y irr(orrra0on for pdvatety awned lands trt the United States. A sod map trr a sot sravey's a representation d sod paaems to a landscape. Sd craps for STATSGO era wrrpded by gerreraf~rg mac derailed (SSURGO) sod savoy maps. pODIT10NAL ENVgtONMENTAL RECORD SOURCES FEDERAL WATER WELLS PVVS: Pubac Water System . Source: EPAlgffice of Drtnkrtg water Telephone: 202-260.280.5 PubOC Water System dad from the Federal Reportlng Data System. A PWS is arty water system which provides water to at least 25 people for aT least 60 days annta0y. PWSs provide water from walls. dyers arxt other sources. PYYS QIF: PubOc Water SysDerrrs Vfoletlar aril Erdorcement Data Source: ~A/Office of Drinking Water Telephone: 202-260.2805 Vlele6on arM 6dorcemem data fw PW Oc Water Systems from th Safe Drinking Wa[er trrfortretion System (SDWIS) afler August 1895. Rion ro August 1995, the date carte from the Federal Reportlng Data System (EROS). USGS Water Wans: In November 1971 the United States Geological Survey (USGS) implemented a nadmal water resource kdomatlon tacking system. Thle database romaine desaipWe trdonnedan m sites where the USGS mlleds or tae collected data m surface water andltx grourMwater. The growdwaler dale includes infortnedon on mac then 900.000 weds, springs, and other smnas d groundwater. TC0824630.2t Page A-21 - PHYSICAL SETTING:SOURCE'.RECORDS`SEARCHED=- STATE RECORDS Callfomla Drirddng Water Ouallhr Database Sbgro9: peparttrrent of Health Services Telephme: 9183242319 and spedal studies rrprtit9r'gl9 far the state of Califtmria ebn9 wiM wee and water system information. The database irrdudes ell ddnldn9 vretm ~mpilance since 1984. It consfsm of over 3,20g,000IndNWu~ B°ro~ Ca1HaNa Oil and Gas Wa0 Locatlons for Olatrkt 2, 3.5 and B Sautes; Depadmeltt of Conservation Teleptrorre: 916-32yt779 RADON Aron Radon Infmmetlon Source: EPA Telephone: 303-235.1525 has been devebPed by the U.S. Etrvitomrrental Ptotecdon A Residential Radon Survey. Tha Natlanel Radon Database and 9ra National (USEPA) and b a mmptladon of the EpgfStam Residential ~~ ~ ~~~~ by irdortnation collected at The arodY coveB the Y~ 1986 -1992. Wham n i dhrr~ tlorrs. private soruom ouch as universltbs and researcl+ EPA Radon tones Source: EPA Telephone: 202-564-9370 EPA ro ast acrd IdentXy areas of U.S. with the Potandal for elevated Indoor Sections 307 8309 of IRAA Nrected radon leveb. OTHER EPicardars: WaM eaMGUake epicenters. Rbhter S or greater Source: Department of Cortrrrtetce, Natbnel peeanb atM gbrrosphedc Adminisba ~ rtraP ere digi9zed Quaromary fault litres. e Faun Llrres: Tha fault arras displayed on EDR's TWogtap~m 1975) regarmn9 artivrh at specific fault Califarnla PaAhcrrak kal Survey. Additlonal irdwrnatlon (, prepared b 1975 by the Untted State GeoFa~idt Aehdh 1daP prepaed by the Calawnia DNision of Mines and Gedogy~ apes comes ham Califomla's preambary TC062463a.2r Page A-22 R ;Environmental :Data ;Resources, Inc. an_~edr°company The EDR-Aerial Photography Print Service Pak & Sav 6617 Dublin Boulevard Dublin, CA 94568 August 6, 2002 The Source For Environmental Risk Management Data 3530 Post Road Southport, Connecticut 06490 I Nationwide Customer Service Inquiry Number: 824630-~ Telephone: 1-800-352-0050 Fax: 1-800-231-6802 Euviroamental Data Resources, Inc. aerial Photo~rapny Priut Service Fltuirotunrncil Dace ~esotuc~. [nc.'> (EDft) ?.tea! Photo~Jnhy °;iu Ser.ica's a sc°::tin; tool ~i~?ed to iisisc plo~asiona!i n e'ialuaiin; ootennal IiaoiGrJ on 1 rst';et •xooerr: re;uldtt; som paic ac¢'•ides. AST'[ E l~? i-00, Se•_don 7.; or. Hi;coricai U;e !n[omation. idend[ies the prior use requirements cbr a Pha;e [ arr:ironpmenra(;ice aLSSessmeac. Z"ne AST~f ;tandem? C~lllf°5 a i2`,le"; UC r?!li0n!IO(c !SC?)T.!1!r1lC[~ i:CnC[(!IY[ ^610!?CC[~OA'C_S. <\zasonQb^: [LSC?r'C[cG0[2 n!2.^,rs irjOrrr.CO~! !i!!:! S D!!0[!C[V mc[!aa[e. obrraus;le ji'om. Srnl2~ ••~id, r?csonc(cl? ..^-lP.e .~?(!::OSC COrSl1"='P.6. r1nC:r 9r~:C^GC!!V P~',i`',•.C.C[3. r To meet die prior use requit.°meats o~ .aS~,(E l ~'?-00, Section i.;?, the io(lo'-ping s!anc/%n nuror[ca! sour?s ma'r Se vied: aerial phoro;raoiu. 5re insurance maps, proper/ mx Sles. laud adz rcordi [ald~.augn , use cl:.noc be re ;tie N;(Unl'a(;000Ce dORiu([e~), [OOOHI30fllC m1D;. CICj duectortes, ~ul(dU-h deoarcnent rerords. or =onin~~Iand use ;e~_or:s. ~^ ?.JTI'(E (Ja / J;Q fC tlil!°S ,~.{Q ODL'-0[CS :D'25 OT i'n.? ~r00?)Tl Si!C!! be icfen: fe[!~7nm. e[?2 ~r:S2^L Cc!Ck CO i~z OrOGP^: 5 o%n:Toro'ti~'cc[e';z!ceed'aeorrcc.-n [9:~.'•~`~!!L^.2`-S?.r0'!!~?". ~!Urn:'?aC[!I'~S!'air.~il+oOnC:l.Sn?(L?L Ur~ne~TCD?C~r:r~! ~[sra~ad sourc?s m ar? necessah:. and rrn.! m,? ~?!uon:vJly crsc?rrinrbl? ~znc[ !i..z% !0 5e :6?nd. "(.~.51?rf E l ~??~,0. Section'.J?, Dave l 1. Aerial Photo;raphs Acr.al ohoco;^~oh; area ,alulole nisrorical resourze yr documeatirg oa;c lard use and can be parieularl i~e!cul :vhcn other hisrorical sources (;uch v city direu:orie; oc fire insurance mao;l ue not rea;onaob% 3;CeCL1ln101C. l I:e cD2 Aerlll Pito iJ YrlO~l Print Sa^%ica inc;cde; a ;eli~h Ji 3ei lli OilO CO~CdOh cOllec!lU n; i~U`•v'n 0': 7uD~ll' 3.^.,_ Oft`/aie 1>; nCte; DJf Ci1C iClie Oi Cairorain. ED4'; OCO iei;l0 R11 ile ld-oa;ed ie; alrC Seri Or0': tde dtY!ili; reproduced hi;cori_ll Serial photo;nph; ac iporo:cirtace(? ten des; incm,a(;. Pkl;e cal! EDt2 ~ ia[iomvide Customer Service It 1-300-3i?-0Oi0 (3a.m-3pm EST) with questions or comments aouut ;your roor.. T han.'c vOll for +'0!tr D!(sin?S5~ Disclaimer Cnpvrigh[ and Tradamarl: •`+orice TRiJ 1';70 r! COn.!(!ins irtiOrtndi!Or. O,ji7!^3(1 ~i'Jm. !! %Q1'!?!% 0% J!IO!C Ortr[ 0rit3/' iJ![rC?7. !`i0 ry,q;2:2 J_`i! E;C?RCi:icD OR !:b!?Lfc"D. fS :bL{pg ry"H.{TSOEicft (,?i CO!`i:~icCTlO:`i a,-!TK THlS Rc?OdT. c?ii!RO:`i%(.y.^i T.{L D.{T.{ R=SOURCc:i, !`i C. S' ClFlC.1LL'l DISCL.1 r,~.fS Lzc ibl.{.Z CDiG O~ .{Pi(SUG~i ry:L22~`1TlES. (.`%CLGDI.`iG ry'!T-nOG`T!!'~!!T.{tr0a,, ry'{.2.7~~1T[cS.{STO `i0!`i-::^l~ R!.`iGE:~(c"^1TO~ T~lRD ,~.{;QTR 2lG~!TS..{CCUR.{C[. '!{L!DlT7. CO:~!?LcT:S?iESS. SUlL{3CLlTi. CO~iOlTlO)i. OU.{LlT~. ~/~RCR,{`iT.{:i./LITZ OR F!T'i5SF0:4.1'{RrICG`L.{R L'~c 0:2 PG'R?OSc"OFTHGi R=?ORtOR rK~ l.~irOR!,L{T(O?%CO^i T.{!:`ic0 OR REFcR"ICED t=lcRclPi OR UScO !:`i CO9ipi,=CTlO:`i Sc'[T:Y T~'c ::°,Z?.{R{L!0`i I':~EREOF.'.{LL RlS:2 !S .{SSGS~!ED BY THE USER. ;b'o !iaoi%i:v !o ^_mionz s nss!imad. •.vhgrner !trlSin.~ O![! ,7,f~~•rr0^ Or OmG5i0^~. r.3~!i~?n~a. C.G.i!!tn.! O~ Cnv O![[C:' CG!t>>. jOr rzno IOSS Or dar.!¢~3. in.[[:[fi:?~. ro.:!(O!d !uni!i[r'pn., i~YCt[(!. tl}":[_^.i!t!, COn.S?:!!t 2.^.ril1!. Of LSZ.m.7larV (!Cn!.^.~35'. =nr::'? :O.?i 3:!G :IOp'a•i~!tt ?!)!)1):j': E....rOr~n ^. [ i~^.[G :23Smu'CeS. (nC. ~:'! r~~~t:~ r?;;: ^:gd R.'Or0<t„CCJa ir. an. .7!3.'If C. Or' iOr":^..:!..~. u:50i? Or i.. OrL'r. pi~_?v' ,Or! r)i :T.!:7 Oi _.. ;:)'OC:C d...:a D%1!e R_SJ1r:_s, lnc.. O/' [G i(r7!=!iY2).... O r':)i!iJ!i_.. w%!:'!0!r: 7~-:)+' •w'!i=^ 03"'n-:.+.+:OC. ED3 a^:f !,.. ?d:' lo,~,JS <:. _ i:.a.:rx; o;''C..ir,7r.:r.:aru! 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The EDR-Historical Topographic Map Report Pak & Sav 6617 Dublin Boulevard Dublin, CA 94568 August 6, 2002 The Source For Environmental Risk Management Data 3530 Post Road Southport, Connecticut 06490 I Nationwide Customer Service Inquiry Number: 824630-3 Telephone: 1-800-352-0050 Fax: 1-800-231-6802 Environmental Data Resources, Inc. Historical Topographic Map Report Environmental Data Resources, Inc.'s (EDR) Historical Topographic Map Report is designed to assist professionals in evaluating potential liability on a target property, and its surrounding area, resulting from past activities. ASTM E 127-00, Section 7.3 on Historical Use Information, identifies the prior use requirements for a Phase I environmental site assessment. The ASTM standard requires a review of reasonably ascertainable standard historical sources. Reasonably ascertainable is defined as information that is publicly available, obtainable from a source with reasonable time and cost constraints, and practically reviewable. To meet the prior use requirements of ASTM E 1527-00, Section 7.3.2, the followins standard historical sources may be used: aerial photographs, city directories, fire insurance [naps, topographic maps, property tax files, land title records (although these canno[ be the sole historical source consulted), building department records, or zottinJand use records. ASTM E 1~2i-00 requires "All obvious uses ojthe property shall be identified from the present, back to the property's obvious first developed use, or back to 1940, whichever is earlier. This task requires reviewing only as many of the standard historical sources as are necessary, and that are reasonably ascertainable and likely to be usefirl." (ASTM E IS37-00, Section 7.3.'_ pace l 1.) . EDR's Historical Topographic Map Report includes a search of available public and private color historical topographic trap collections. Topographic Maps A topographic rnap (topo) is a color coded line-and-symbol represrnta[ion of natural and selected artificial features plotted to a scale. Topos show the shape, elevation, and development of the terrain in precise detail by using contour lines and color coded symbols. Many features are shown by lines that [nay be straight, curved solid, dashed, dotted, or in any combination. The colors of the lines usually indicate similar classes of information. For example, topoeraphic contour (brown); lakes, streams, irrigation ditches, etc. (blue); land grids and important roads (red); secondary roads and trails, railroads, boundaries, etc. (black); and features that have bern updated using aerial photography, but not field verified, such as disturbed land areas (e.g., gravel pits) and newly developed water bodies (purple). For more than a century, the USGS has been creating and revising topographic maps for the entire country at a variety of scales. There aze about 60,000 U.S. Geological Survey (USGS) produced topo maps covering the United States. Each map covers a specific quadrangle (quad) defined as a four-sided azea bounded by la[itude and longitude. Historical topographic maps aze a valuable historical resource for documenting the prior use of a property and its surrounding area, and due to their frequent availability can be particularly helpful when other standard historical sources (such as city directories, fire insurance maps, or aerial photographs) are not reasonably ascertainable. LNVT CR F.6if I} MI. SAN N..MON 3.} MI. 591 ,. \ 592 593..; 594 595 ss• 596 597 598 599 600 I ~'~ ' ; I ~ ? ~~ ° ii l18- - ... y - // ' ~ni ~~ \\ 11 ) EH 4BE / - I 1~~' _ ._. ... %~. °a \\ • .: a \ I // GO V one sbh ' i 1 \\ ~ ~ ~' , -_ ~~ ~ •\ ~ nr - I - \ ~ aM 42 ~' \\ 1 \ I ~ • CI ~~ i I I \\\ L ` ' i P \\ Gi aso I ~ \ - --- - - ~~ A - r \\ \ `, ,; .. I , - I --- --115- I . _ .., L. - ~-91 m • I . ''~_ '- - ~~ ` - II ~~-.. ~~- in ~ eM: .\ ;. l ,~ ~ • ~ ~- i ~ it e II II ` s ~ t U31r l aywald Pass '- ~ ' . \Iarmy ah~ ~~~ ' \.,\ I' I \~s ~ / II '~ ~ ~ ~: \~ ~i N is ~ - 4 ` 1 ./ ~ . \ ~ ly L . ~ ~ I I .. Oti ,gyp L.;_ 140 Ir^J ) \ ,'~ ,) ~ ' hC ~ 112- ~ '~ / I 1 /, ~~U I I ~' J~ II ri7=== _ 59 1 V 5 i 2 ` 9 ii aJ - i ! ~ 9 ; ~ 7 .~ 5 I 4~ ~ ,~9 3 i iil a ~~ /~ ~ 69 .. 59 8 59 9 I , I ^ .fir 1 EGB) a ~t\~~ /< ~,i ~ ~/ n ~~ II ~~~ ~~, 11~. 1 u ~ ~ ..av ~ /) -` ~ Ilt ; a ^' l - r ~~ .~ _ ~~ .~,._,4.., 169- ~ ~ L ~ I ~ I L - ' ~ I , , . ~ ` ~ ~ ~ Pleasanto{ O no `~ ^ T ,. • ~~ r• ~ ^~ ~ ` /~ I- ~~ ( ~ ,J ^ ' a J ~I316/L '~~ ~% te) ~'t -. > ~~ ~ II fBM 961)I L}\ ~~ O \ J~ -...\ ~. ,I r 1~ f •'`-3% ~ 1 Its; ~. ~„ ( -,-C .. .'/ ~~ / / ~!~~ Ik~' h~ ~~ ` II ~ -.~~ _- ^ ~\ L ~~~~/~1/~)1 I ..__1 AA IJ \~ { 1 V~~ / r 1^~1.'9T ~ 1t II I ) A\ \ .~6~ ` , s S • \ I \~ .II \ Il < 1 11 ~Ift11 ~ . ~ \ A \ 1 ' 1 " ~ 1~ n~ I 1r E , ii '~ ~~_ J fi ' ._ nnvumn n. , v I~}IL lJ y c a n ~ I . 1~ c! I~~ > ~ <1~ ~t ! ~w~v ,~~,, ;. OA ~ ~~~ Z vI ~ ~ 1~ ~ r ~~ '/'` ~- ~ ~~ 1 v // °' . .~ I I L. ~ ~ 1 1 ~ ,,,/ <~. ' ~I ~ )~ I , ` ~ < l~ ~i. ~ Ilnolen~a ~ un ~~ .`ai'l i'Dudolts ` - t i _ •~(. I66.-tee ~-~ ~~~ ~ J ~ ~f ~ I ~ _. n , s . ; . ~'~ : ,,. :., d ? ~ Z~ ~~~~ ~ .p~ _ n ~I :..~:: '~ ~ (AMADOIR) P ` i~ I ,~ .. ," , ~ ~ c \~.~ <~ `~IL--I C A M' P ~I' P A g, ,~ a, Irl _. ) ~4:; . - _.... ~~~~\ Sr ~' __ li-~.' IIIII ':;ham ~~::n1 IIIII ~__ 1111, ~' Illll _ _' 11111 -~ I ~ _ '' jf ~_ C_ ~ ` Y ~~ ~ ~~~ aZ '~ I ..' I~IIIUI(~j~~',~ .SL 1111 1'~~IIIII ,~" i .G `° ~ omandoiski; I ~ IIII, IIII II j ~ F 111111 I ~ l llllllll " I ~.~ ~ I Vllla ~-~ .. I ~ „ 1; ~C~' -!fit Tl JI'e I~ 1,11111 I lllli - III -..._ ~ I I r l J-. . ~]s ~"i _ip~d 111111 Il;lllrlll~~ lII~ I! !iIIIIfJIIIII ~ II ~ ,~ I 1 ~~_ , 1111! ~LJI II I I ~' II J~ 4.~r5s ~ i ~~_, Ir r ... ~~ ,.QI ~ II°'I .=,f J °' 111111 I IIIII ~' _II_. I~ ."~ ~ IP i]J~i P IDOU~T}IC ~~~L i~ JL .r ISI' Illli II ~ .. ', ..- .._ __ _ ___ __pIR6Y_~- 1: ~ I-____ ~ ~-~~~~' -JIII'III11111L~~L ~_~. __ _ ~ , I ,o~'. ~ rl ' ' ~ I iii 9c~ ; 9 :. _. I ... _.. ~,7 ~ 1 ~ I --- =-=,L ~ ~ I-•- ,: 4 I • ~ i-a "~Y ~ I 'ii _.~f <! .~li it __ . .. I^'~~ a \.'•` MIL IRES ~•i ~ ~.1 ~,~,(~ I ~'~ ~ ~MurrnY Seh '~ GRANT ~'~H _p Fire "`BOUNDARY '~n~_ ~~'" '\ r- ~' ih BM Teek,_` :,( :. \ ~. I .'` 325 Cein.'' C.... - J I ~'~, ~>^_l I I \.\ ~L p.~~,~ ; . ";' \` ~ l I,~ I i i :it I n 1` ` , I 1111 , _ '• ~ I a ~ lim ~ \/ ~~~ ~.~ >~ 1 z ~ Sanla Rita.'„ c' S A N T~' A ~ R ~ I T AG;. P 1 ]ro _ II ,1 s 3 tiO x562. ~` ~ ~ I >1 L~ `.. /' i.: n .. 'Gravel Pits ~a • ~\."~'0 i 1 A~ 0~ ..~ ~ ' ~ / , S~~J p f j ` / 1 ~~/ /`. ~ ~1L ~.: ~~ ~ ' ~~ dPumphouses .~~ S A N -' 607 i R ~ '~ A M 0 N '\ i ~~ I r - o, II ~= C A M P `II P A f ~; . v Ei ~; QII~ I r __ ~ JJr I _ ~`i~. 111111 >'a~_. __-~~:III IIIII Gi ~ ,i i9111i11 III IIIII h :i~- x`=;i%:') II~ IIIII ~ II il'' IIIj'f~~~. ~! ,_ ~I i!IIII -1' Ir~IIII1~Il h., ~ ' .< Koinandorsk~ ji iLll;lll~l,' ~i ~~~ ~_ i~Illl.,~ 9~I ~~ IIII~h111 ,I__jl• `= 1 j 'Villag 0{ nu 1 f~-lam '~~a•-!'~ Ir.l~il1 II II ll I rnu .IIIIJI ~I~1111~ IIIII 11111-~IIIi, 'j ~~ ~ if i h• 1, l 1 ~~ ~I~I! 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I '; ~, \ _ L,.h; I Well ~ ~ / ~ tit,6°'E ~: nz ~ ,' _ ., shy-~`. ~ I r'~ `~~PumPhouses " _.. ... : niG~_ ~ r \ _ i `\ ~ ~ .KGB I I . ~ VwiLEY , ., is --_ ~. 3 r si ';i /~ l j .I I. \\ .: / :1 ~ ~~ ~ , VABM~ o ~ I ]s<~ ~ ~~ S A ~ \ N , ,~- gem i~R ''',A' ~ M ~0 N~'~: II '~ ;. , „1 j.- , G San Pa ion _ <~: :''-= ", ; C .. A M.' P i` P A R 1 ,I y Villase si 'i ~~L ~ __• ~~ I '' n~Ir Y I ' / J • :/ ~ \*J ~ a~ )3) , - r _~. I~- IIIII r = = c. z - IT _.. \ ~ --..... ~ ~-- ~ ~ iIIII f.QI. ~' =, ~.~ ~ jj L I = I i t L--_I 1 ~' a" ~'~ i-.C Komandorsk~~ ~IIII'Illjlh ~l ~ •~~!i- ~ I I' ~ I, - IL ~ Vlllag !- ; - r. ,~~,~ \ , ~' I ' '~~"!I IIII~r111I1i a ~illlli~llill'', II '1 h j. ~ ~ I ~' j i I ' o O Ili h C it : ~~ I', ~ .. . I \ s acl I ~,!]6, II .Ig ~ I ~~ 7. 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'_~& ~ •' fir <-3 ~ 1 __ - + / _ _ '•' L•/'ri~ + , fI/ I yt .e ON O ~_ ~ H .~ S - N °- - -_ '_' =- _ __ _ a j c=~ ~ 1-_= - ~ .._ f~" "yam. ~ ' 7 ±``\ ~- l ~ _'l~ ,q 4~ ~ j r v J~t,~ ay„~r f / ~~ ~. ~ 6` G ( ' Y C ~ , ~ -F e ~~ ~ ~ e YL ./ '~ ~.._ ~ a ~ a ~ ~ v CU to ,~ .~ ~...~ "~ 4,,, 4q '~.. / - `\ / ~ f = e N, .._ - .._ o .D Sts >• ~.i~ ~j~ 6EE PAGE `~ °yb,t ~" .~ ! ~x ~ y ~~ • ~ ~~ J Tt C ~ E" E s~~ ~, 1: N ~ ~: W vJ O 3 „ W a0 .~ ~~ e 5 E ey ~ .u ~~ C m~ .y~~y °w~ 3 n. ~~~ ~~ m ~~~ 0 ~~~ Dublin Timeline n these Biomtamial years we ate more date conscious than we might otherwise be It secure Erring, charforr, that we should put togcthc a timeline for Dublin and neighboring arras. A.D. 500-Ancestral Ohlone Indians occupied the vallc}c 1T72-WedttesdaX April 1, Lt. Pedro Fages aad Fr: Juan Ctzpi; wilt 16 soldiers and muleteers, code through this valley along what is now San Ramon Road and I'OOtllill Road 1775-De Aran settlers amved in AlEa California from Meuco. 1776-~-C,olonies declared their indepeodmce from Englar>d- 1797-Mission San Jose atablishcd by F~u Serra. 1826-Jose Marie AaradoS ez-Madmrr soldier and err-Major Douro of Mission San Jose, was granttd four square leagues of land upon which ro build dre first of several adobe houses. 1832-Don Jane, assisoed by his Lydian workers, was 6ntrirrg the land. 1834~Spanish Missions was scculatiDed and the vallry land was divided. Amador built a ewo sorry adobe home, 160 foes lOnB and some other small adobe buildings. OwnetshiP P°P~ ~_ !'{and ro him at tins time by Fc Gomales, the priest at Mission San Jose The adobe was loatod oo the rror[h western dourer of Dublin Blvd. and San Ramon Road. 1837-Jose Amador had 150 Lilian aad Merida employees by oovu FIe owned 300-400 horses,13,000-14,000 ante, 3,000-4,000 sheep and some pigs. In the small adobe shops on his propety; his 23 workmen made soap, lncnas, saddles, blankets and some farm . imPbanmts- 1846-Midrad Mmray and Jeremiah Fallon, with his 6milg amved at 186c Mrssion San Jana They bad been part of the Donner Patty but had Idt it at Fort Bridget 18b 1848--Glifomia groaned by tfie ~Uaimd Saors. 1849--Gold DiwAVeted_ 1&'' 1850--California beome a Stage. 185~Murny a~ Fallon, back fiom the gold mines a~ desicirrg a pamaoent homesioe, came ni Dublin and bought 1,000 aces of 186 land from Amadot Each built a home for his familg Thesc boosts 186 were of wood in contrast ni the earlier valley dwellinprs of adobes 1853-James Via Dot~gha~ty and his parntet; William Glasldq bought 187 10,000 ages of Fond from Amador for 522,000. The Dwtgltertp 187 Emily lived in the Armdar adobe for some years. 1856-The original Murray Spool was established on FLuragan Iona 18i An~danoc averaged 50 pupils. 1858-Edwin Horan, William Mum} John Martin, J.E R.napp and, . Robert Graham moved ni Dublin a~ rented hurl from Dongboctyc They raised grain, having bees inspired by the suooess of Robert I~vamora 1854-Sc Raymond's Catholic Chmdt was oompkaod. & was situamd 18: on four ages of'land domted byMurray and Fallon. Tom Donlon, a young Irishman, va~o was wociong oa the chmdt, Cell 5;om the 1& roof gad was ki0ed. FLs burial madaed the formal cstablishmeat of the oemeteiy, althoagh.people bad bom buriod in the obrn- . cEpard for years. 1860-Dedicrdon of Sc Raymond's Catholic Chm~ch. John Csroen opened 18 his Gcnaal Somme. The Amador Hotel was bmlc a~ beome the snipping phoe for dre stagoooaches that tan between Oakland and Snicknin and betweat Martinez and San Jane. 19 1861-Mrdnd Mmtay west an early Sttpcvi9or of Mt¢ray Towasfrip. Civil OFar began. 19 1862-James Wig Dooghrny 6ut7t an itm whicE he named Dotrglraty's Station. 15 24 iTitrgtnia S~it+6Baotels i Ie farm ~ ~ pu~d MoRay's pcopacy a~ May moved to `tivad at 186-A hcge earthgmlo~ ooaatod on the Cahvcas £aalc which sends ~ ~ under whore the Amador adobe wort bm7c. ( 1864-Jame Wiic Dougherty btnlt a frame dawdling tb replan the two sooty adobe which was damaged by an eacthgmke in 1863. 1865--The &st wedding petfa,amed in Sc Raymond's t~tmeh ~~ Mils Ellen Fa(bn (daughter of Jeremiah) and Mc Wdfnm Tehan. Cavil war coded. a ~ of 1866-M-may Sc1mo( Ditttiu ctabGshod on June 5. :horses. 1867-James Witt Dougherty domtod four ages of land m Acdtbisho `~~ p Alemaay for ase as a om~y: might 1870-DoaS6atY hoaght more land giving him over 17,000 aces. 'may I 1871-R~aer Rasmasen emignoed fiom Deamaric, ~e of a wave of l Danes who emigrated during this time. ~ ~~ 1878--By this dme Dnbfm had a scboo~ a dtmch, Sunday s~oo~ two 1 ?p a~ Imcds, a g,~enl store, a harness shop, a shoe shop and a bhtiamith shop. The offival oms<a showed that these were stiII l fiom 110 >ndiaffi living in Mutny Toavnship. The mme `Dublin' sttoaess ap won in Thompsat & War's aF~aocia( Ades 1, atuated 1879-Janet Witt Dougherty died. He owned over 17,000 aces (mote Joabn, than the origin( gnat m Amadot). 1 .rom the d'isbmrnt 1880--Va11eY s°n°tP brads draimd. x chtm- ' A bdfiy teas added to Sc Raymond's Chanit which was now , nods the sapavesioo ~' Ft Pattidt plower of Sc Mrdnd$ Catholic CJttach m Iivermot~ ~ tbethe 1895--John G Boode came m Dublin Cron Denmark via ML Eden He . l_:~m~ . opaaoed the Doagh,erty Stag Im for 25 years. ~• 1906-John Nrodt bought the Amador Homestead firma the Dougberty crane. .: ~' 1910-~bz p~~ avis dstooncnoed. The Down was doomed by the _ °~~ toaaag of the VPatem p5efic Rarlmad. 1914-per R~~ bm7ta ooaage which was to become the hat 6rm f i ~ DaMio. 25 ._ ::V l , I) ~i Yngrrria Srea+6 Berarcu Wand War I bean in Etttvpe. 1915-T1x N,edt family movod inoo the old Dougherty home. The lasc I~iaas left the valley and moved m Sotma. The Dublin Grange wu bulk oa the south side of Dublin Blvd. 1917-The Utrittd Braces eaoaed the afar m Etttope. 1918-World VVar I Duet: 197,~Iiemy Beanlagm ame m Dublin, and wilt ASS Batula, snooorded Mc Bowe as proprietors of Doughcty's Station. Sr. Raymond's 1930-Rwdm fivnt's widmod. The Stncfaon to Dublin segment of the I~nooln Highway 50, built. 193-Dublin now had a school, a chuttfs, two hotels, a grocery store, a bladsmirh shop, frn gat sntiom a~ a fibraryc Dublin Boulevard, rhea called the linmlu FLghwag was lirrod ao both side with btainesses. 1938-Sc Raymond's t~urch cekbratnd is 80th birdtdayc World War II began in Eutt>p< 1941-The Uni¢d States enttse;d the war 1947~Camp Shoeanala was aeavatzd by the War Departtttcnt on the east side of Dublin. 1943-The U.S. Navy built Camp Patio as a Cotsstttrcoon Battalion Training Base. 1945-WWII coded. . 1947~ana Rita Rehabilitation Ceater was opened by ALuneda County as the 5rsc Shcity of this land in the Cootttg The SctTity O0COP1ed U.S. Csovexnrnett sttcplaa pcopatg which aced m be the U.S. Navy Brig on Camp Patio. 1948-Dublin Branch Lbnry was diicontiateed. 1951-Pads Air Force Base was activated by the U.S. Air Fotoe ac Camp Paris. 195~Iawren¢ livermozc Iabexatory was established. 196o-~Olk-Mcloin built Sao Ramon Vr7lage on land that had bom part of the holdings of James Witt Donghaty 26 ~.:~: x196 196 '196 -' 196 196 196 196 196 19t - i ~~8 YtAaBc Pitrrtcq the newspaper late known as T:i-i611q Nnvs, _ began publication. Tri-T6!(cr Nctvs is no longer bring publishcd. 1961-Dublin Grammar Sd~ool vr~c °P~' Dods Restatuant, on what is now DubWi Square, butted, _ blia Blvd. a~tha lark ~' ' Ilracsa Don- 1962-Molly Donlon Cronin, grarrddaughar of john aad - Ion Cronin, was baptaod in Old St Raymond's Chtuch which was opted esPe°auY for the occavoa- ~ppDOded 1963-65-The atizau of Dublin failed in an atoempt m inaorporace the -Raymonds City of Dublin by a small margin. 1963-65-Pleasanton strip-anneal half the Murray School Disaia into jtOrkmn ~ LhO! Qty 11ID16. 1964-- Brighton School (portable) was opened in Aptii. ,may score, a 1~'a~ 1965-A ~mpaign was laundud co save Old St Raymond's Catholic n Bou ~ifi side ~~ Church. Dublin Post Office was opened in the Shamrock Shopping Centel W~d War II Fallon School was opened in Jiitie. l 1965-John Knot Presbyoeriati Chum moved >b their new building on Amarillo Road. lmrtenc on the 1966-Murry School #3 was opened in January acid Miuny School #2 was ~~ m ~ ~]~, Commmriry Sennces Disaia for a ~on ~~ ieaeation cotter. Ntdsen School opened in April ~ Foremost Dairy Resordi Curter opened. New Sc Raymond's Catholic Church on Shat»ion Avenue opaied oda Coutiry i afar mating in a building on Parlor AFB. Jam ~pTjty oocu¢1ed The Old Sr. Raymond's Church"was given ro the Amador-livcr- to ~ the U.S. more Val(ry Ei'itmcial Society by the Oakhod Diocese m be 1 aesaored and preserved. Dublin Public L~bnry (porrabk) opened on ~7omac Road in iu~at~ ~. Dublin Drive-in Theatc opmcd. ~ Kolb Paris the first park in Dublin, openod- ldnc ~ b~ part . 1967-Motel Intestate Systems, Lit. purrliaced land on Dublin Blvd. for 1 (vane development Ytachase induded Murry School #2. 1 ~ 27 Yogmia St»irb Bar+utt Ftede:icksea Scholl opened is Fdumcy ;.~,,.: Hamd Ptoduar, Inc. opeaod oo Dublin Blvd. west of Dublin _ :.. ~~, 1975- Old Murray 6omc, )atQ John Cuom's botnG horned. Inu3snte Highway 680 oompkood. 1968-Besoo School opened. ~ Lydiksen School opened. Kodak Distribution opened on Almsra Blvd. and Village Parkwa}t - Crown Chcvrolet opened on Dublin Blvd. 1969--Cmnin School opened. Dublin Indoor Theater opened. Dublin High School opened on Village Parkwa}t 1970--Old St Raymond's Chinch tecrivod a new soeeplc as part of the tesmntion, along with coverage by the loal television station. 1979- Baco School childtea chose the name °Donlon' for their schools pcmanrnc mmc in honor of Tom Donlon. 1980- DublinYost Office moved ittoo new and }azger 9'nr°as on Vil}agc Y 198 Dublin Public L'bnry moved inm larger goartrts on Vilhge Parkwa}t Frank McCdtukeR Lotd Mayor of Dublin, Ireland, and his wife 1986- visited Dublin, Califotaia, their sisoer atyc . 1971-Dc Cherries Fisher visited Dublin, Itdand, teptesestting the Jaycees. 1988- Wc1Lt Intermediate School opened. MCIVIRI~S DCparntlent Smle Opened. Vallry Christian Chutrh opened an demeatazy sd~ool in a surplus school building. 1973-Howud Johnsods Motorlodge opened in I)eambet: VCSD Shannon Community Cents Park opened in September 1974-Dublin voters aeatod a speller( Library Disuict m provide lazger 1989- - quartos for the Dablin Public L'brat}s Dublin Swim Curter opened on Village ParkwaX 1989- 28 Pog;„ia S+rr+r+b ' The United Statics Deparm~c of Justice opettod a Fbdent Coctccrioml Iasrintrion on a parcel of land on Parts AFB. 1975-Bap ~° ~P~ T~tt bases began fads service from Dublin, " Pleasaacon and Livermore m l ~ dosaend ~~~ srr do[n.Wesana Ele~tc annottttood p Since building on Rolla slating rink opt 'in origitnl Safeway Amador Vallry Blvd. o to a tuw bttild~ng on San Ramon Road- Ice skating rink pcned . The Dublin Tiismric preservanon Assoaatton was formcd by d a>mras ID save the Old Mttcray School, ~~ vras is dte path of Incccsta¢ ~gb~y 580 widening. The Cahfomta Dcpacmccn[ of Transportaaon domed the building m the D.H:p.A. a~ on November 25, moved the school building m leased propect}j next m Old Sc Raymond's Qtuttit, in the Dublin ~ The area was dwgmaed the "Dublin Heritage Centel' at that bane. 1979-Thc Dublin Public L'brary mo'rcd m nom' and larger q"mr~ otf ~ador Valky Blvd. 1980-1amP Parks d°Cdvated, rmmvatnd as Parks Reserve Fomrs Tr~in- ing Ac°• ~ e an inoo rated aty upon the vote of the Peoplc 1982-Dublin betam rP° a ~~ ~l ac thcr campers Valley ~,'hristian Church operred age ~ on Dublin Blvd_ 1986-Sc Raymo~s Catholic Church oprnad an elemcnrary school a[ thcr campus on Shannon ~Y 1988-'Ile elemrntary and high schools "'~ unified undo the Dublin '~' Urrified School Disaitz Dublin Senior Crnar opened in the old Fallon School mulapur- pose mom. ucplus .• The City of Dublin asstuned control of the Dublin Spores Grounds and Sbamtotc Cotnncumty Cen[et Xodak Dssmbution Center dosod. rm"~' ~ 1989-Alamoda County opened a new C~ccc~o~ ~°btY O° ~P c lacgd Parts, ceplaang the old 6aTity which bad opeood in 1947. 1989-The new Crvic Cenar for the City of Dublin vras opettod on Dublin Boukvatd- 29 ~~ 30 1991-Shannon Community Center completdY remodeled and ~P~ 1992-T~ of the iooapo~a~ of th City of Z -:.:~~` c, ~'- --:; .. r~._ ~; ~~ . ::.: a ~ t~~ @~CC~ ~'9 9 9 ~~~a ~' ~_~ .~ oQ .. N a ~ ~ OMDtl .Utl3N911 tliF i~~~::.a N~rt~ .a'` -. +~. .. ~' .~ ~N P yipJ( a ~ , _. g, ~.s ~i:r . .. ~~ .. . d i ~ ~ a 9 . ~ d t- ~ ; ~ Fr4~ ... e31 .. ~ •~ ~~~ ' •. • :. m •~~' m a J 01 I ~'~ ~ h ; ~ ~ ~~~x k ,~ Tnw ~~ ~...~.~~3 n n ~ ; . aa~~ ~...... ~ ~ JS ~ l~ i ~ ~ ~ ~ m ~ ~ ~ ~ ~~ ~ g N.~ ! Y N G Y ~ Q~ ~~ ~,~. • i/ J y ~ '! ~. • ; tt. y~ ~~ ,'y~ ~ ~ ..s, ' UE..tft' ... ~ , j . ~. - M I~~ , ` !•' n ~'; !i~ o ~~ ~ ~i i ~ ~g~~ ,. ~ > a •~ ~!~ ~ ~ ~` ~ j ' r~ i ~~~ ~`` 4 _13? _ '~ i B ~1 3 ;~~ E ~ 1'~gr. ham ~ ~i ~. o q~•~0. a~ _. ,. a r' ar. ~:. ~`'~ - i / ^9v 8~1L ry,~ ~+ rl~s 4} ~~iE~~jt~~j •.~Ds ~ t ~ ~y 7.~ t~! ~1i ,.:i 3~3:''S I ,il: s ~. ' ASSESSOR'S MAP 941 2os som.~r•,ao~ M4P OFA SU& OF PLOT A OF T}E DOUGHERTY RANCHteAaaWn P.M'2480e`.csvgatb PM:2~181 i~wsry.at~ PM 4601fiR61Pq.91 ~ _ PM462tet.avazz) •PM756 ta~n~tst PM 638teY.wvoem PM 730 tek®w~s9t. FM668leuot~l P.M793 ta7zrti3at P.M.865 tea.7zPo.eu PM. 2695 uo7isq P.M.i693 teteatq~6t P.MS252m+a P.M 1653 ~.eSPo~an i e P.Y.7ts7 ~,. P.M 1828 tet®tps~ ' ~..eae~ FM 2966 ttvn 9 ?S ~? i. ~ yNa'4=.',.~,',4 y u~~~, _,,, ~- .~~t~ =Ca :ed~a.~.:E+ :. i r. i ~i I, R 2 taco ACY 17 •er~xlF, ixmia7eiq.w,~ra7mtamvym __.. v . O~i`Ilep.: • /~i~1 Cod. Ara Na.2i-WI t'+- i r~.a a ry cu rtulrcny uCtall Ownerla) Safeway Holdings Inc Parcel p 941-0205-009-05 Property ~ 6817 Dudm BNd Map Caord 36-A2 whim, CA 91508 Cemua Tract 4503.00 Melling Addr 15350 Sw Sequoia Pkwy a 30 Courny Alameda ParOand OR 97224 Owner Phone Legal PARCEL MAPS 72 PG 13'_^- ~ -_,~-~_ Charamdatlra Uea Deparenenl Store Year aultt 1973 Sq. Feat 104000 Zoning Lot Size 10.60 q of unite 3 aadmoma 9aNrooma Fireplata ARooma Quailty Heating PooaSpa Air Styb Stones 1.00 improvertrorrb Perldrg Prtparty sala Inrortaadon isle Data SBq. FC 50.00 2nd Mtg. isle Price tat Lean Prior Sale Amt )oc No. Loan Type Prior Sale Dt he Typa Xfer Date Pdor Ooc No. iolier Lander Prior Doe Typa Tae Irrfonwtlon Imp Valw 51,669.097 Exempdon land Valw 53.603,791 Tax YwAArsa 2001 /26001 Tool Valw 55,271,886 Tax Valw (5,271,889 Tax Amt (57,270.52 Improved 32% IrdonnaUan deemed reliable bN not gwrznteed. First Amedcan Real Estate Solu6ans11pdaled mmugh 0427lt002 Progeny Deta9 Comoamble Seles Na.!9Db9II Tax Mao Sheet Mao ~g~ppyQg Dertperaohia School lnrorrnetlm New Seamh lertafinna 11/8Y1002 a16:29pm PST awl2es I Seamy Pdkvl ®2001 The First American Coroorasan rage 1 of 1 httDS://fivurodwebl.£ustam.coin/fastweb/customerservice/monlookuo/ulPronDetail.asp?Il~DBH... 11/8/2002 FASTWeb Property Neighbors ;:. " Nli~lbQri t .. • • ~ ° FASTNav (Go To) 6617 Dublin Blvd' Dublin, CA ProeeM Nalohhore Ownn:Beer Gram APN: 961-0205-019 Addreaa: 6635 Dublin BNd BadalBaths:IO Sqn: Buin: Usa Cods: Stara BuONng Unib: Lot Slze: 0.84 Sale Dab: 1212317997 Sale Amt: SO Loan Amt 50 Ownar:Ciry Ol Dublin APN: 941-1400-002-13 Address: 6700 Dublin Blvd BedalBaths: /0 Sqit Buin: Use Code: Public ln~l Unib: Lot SW: 21.07 Sorb Gate: 6/1/1988 Sala Amt: SO Loan AmY. 50 Owner.Dublin Vxdures Umited PeMe APN: 941-0205-017 Addreaa: 6729 Dublin Blvd BedalaaNs: /0 Saft•. 14703 Buin: 1978 Usa Coda: Store Budding Unib: Lat Size: 1.04 Sale Data: 9/18/1997 Sale Amt: 55,100,000 - Loan Amt 5(1 Owner:Bear Green APN: 941-0205-036 Addreea: 6500 Dublin BNd BedslBaths:l0 Sqk: 49900 - Buin: 1980 Uno Coda: Commemial Budding Unib: 46 Lot Size: 291 Sale Dab: 5115/1998 Sorb Amt: 50 Loan Amt f0 Ownar:Ciry 0l Dublin APN: 941-1401-01408 Address: fi500 Dublin BNd 205 BadslBrths: 10 SqM Buin: Use Code: Pudic (nac) Unib: Lot Slza: 1.60 Sale Drta: 311/1988 Sale Amt: SO Loan Amt SO Owner:Gry Of Dublin APN: 941-0550-010.20 Addreaa: 6500 Dudin BNd ZOS Bws/8aw: /o sglt Bwn: Usa Code: Public (nec) Un(b: Lot Slze: 0.03 Sale Dab: Salo Amt: SO Loan Amk SO Owner.Ciry Of Dublin APN: 941.1401-014-06 Atldresa: 6500 Dublin BNd 205 B.m/Baw:1o salt Buin: Usa code: Pudic (nee) Unib: Lot size: 1.38 Sale Date: Sale Amt: SO Loan Amt 50 Ownar:DuWin Vemures Umited PaMa APN: 941-0205-016 Addross: fi743 Dublin Blvd I4edalBatM: /0 gait 31180 Bu(It 1977 Uss Code: Store Budding Unib: Lat SW: 1.70 gale Date: 9/1&1997 Sala Amt: 55.100,000 Loan Amt SO Owner:Kadry Nynex ' APN: 901-0205-001-56 Atldreas: 6767 Dublin BNtl 8ada/BaUrs: / 5 SqR 26664 BuIIC 1970 Use CoG: Commercial Budding Unlb: Lot Size: 1.45 Sorb Data: 11/5/1992 Sale Amt: 510,000 Loan Amt SO Page 1 of 2 httos://fworodweb 1.firstam.com/fastweb/customs;rservice/DroplookuD/plProoNeiehbors.asD?ID=D... 11/8/2002 FASTWeb Property Neighbors Ownsr:J 8 E Esperena Ines I Lle Co APN: %1-0205-037 Address: 6460 Dublin BNd BadelBaths: l2 SqR 17544 Buitt: 1961 Use Code: Garage Uni»: 1 Lot Stre: 126 Sels Da»: 3/7!1000 Sale Amt: EO Loan Amt EO Ownar.Tom Huening APN: %1-0205-004-02 Address: 6797 Dublin Blvd BedslBrtha: 10 SqR 4537 Bultt: 1967 Usa Coda: Slore Building Units: 3 Lot SW: 0.16 Salo Dato: 311/1965 Salo Amt: 50 Loan Amt: SO Ownsr.E. Kem APN: %1-0205-001-SB Address: 6901 Dublin BNd BedslBrtlu: l0 SqR 24000 Buitt: 1971 Uae Coda: Waretause Uni»: 1 Lot Slze: 1.67 Sale Data: 411911977 Sale Amt: EO Loan Amt SO Owner.Mgeb Gaspers APN: %1-0205-010-03 Address: 6401 Dublin Blvd BadsBrths: /0 SqR Buitt: ' Usa Code: Service S»Oon Uni»: Lot SW: 0.50 Sala Dats: 11!1/1990 Sale Amt: f0 Loan Amt SO ® Owmr:Bemal Irneslment Ise 8 Gensta APN: %1-0205-00135 Address: 6651 Dublin BNd Boda/8rtha: l0 SqR 26400 Bulm 1970 Uae Code: Warehouse Units: 1 Lot Sise: 1.92 Sale Da»: 7/1311989 Sala Amt• SO Loan Amt 5l1 Owner:Patrida Lapan APN: %1-0550010.19 Address: 6379 Dublin BNd BodaBaths: l2 SqR 3915 BuiR 7998 Use Code: Ras»urem Building Unib: Lot Slzs: 1.03 Sala Dats: 6282001 Sale Amt: 51,743,636 Loan Amt SO - In(ortnation deemed reliable but not guaren»ed. Source Esperian • Updated through 04222002 PmnerN Oefal Cemoareble Sales Neighbors Tax Mao Street Mao Ama Services Oemoeraohies School Irtforma6on New Searrh »rta8rma 11/82002 at 6:32pm PST owbies ~ SeeuriN Poliryl ~D2001 Tha First American Carporetion Page 2 of 2 httos://fwprotiweb l.fustam.com/fastweb/customerservice/umalookup/p1ProuNei¢hbors.aso?ID=D... 11/8/2002 a ~o ~Q ~Q {1 Q ~~ ~^~ ~. .:~ G~ v Q t~ `; ~• ~' ~c O ~~a~~°~~~ ~~ ~o ®~Environmental Data :Resources, Inc. The EDR Radius Map with GeoCheck® 'Pak & Save 6617 Dublin Boulevard Dnblin, CA 94568 Inquiry Number: 0824630.2r Augnst o2, 2002 The Source For Environmental Risk Management Data 3530 Post Road Southport, Connecticut 06890 Nationwide Customer Service Telephone: 1-800-352-0050 Fax: 1-800-231-6802 Internet: www.edmet.com _ . _ . TABL'cEOF~CONTENTS. `.- - SECTION PAGE Executive Summary.-----------------------------------------------------. E51 Overview MaP----------------------------------------------------------- 2 Detail Map-------------------------------------------------------------- 3 Map Findings Summery---------------------------------------------------- 4 Map Findings.----------------------------------------------------------- 8 Orphan Summary--------------------------------------------------------. 123 GovemmentRecordsSearehed/DataCurreneyTracking__________________________ GR-1 GEOCHECK ADDENDUM PhysidlSetting Source Addendunt_________________________________________ A-1 Physical SettingSoureeSummary.__________________________________________. A-2 Physical Setting Source Map------------------------------------------------ A_8 Physical Setting Source Map Findings._______________________________________ A-9 Physical Setting Source Records Searched____________________________________. A-21 Thank you for your bus/ness. Please contact EDR at 1-800-352-0050 with any questions or comments. i Dlsdalmer CopyrlgM and Trademark Notlca 7hls report contains In/ormation obtained born a variety olpublic and othersources. 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 EDR AE LIABLE TO ANYONE, WHETHER ARISING OUr OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANYOTHER G1USE, FOR ANY LOSS OR DAMAGE, INCLUDING, W?HOUrIIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTULL, OR EXEMPLARY DAMAGES. Entlra contents copyright 2001 by Environmenml Data Resources, Inc A!I righLS reserved. Reproduction in any media or forma[ m while ~, ar in part, o/any report or maP of Errvironme~l Data Resources, Ix., or its atfdlates, s prohibited without prior written permission. EDR and the edr logos are trademarks o/Environmental Data Resources, Inc, or its afiliates. M other trademarks used herein are the property of their respective owners. TC0824630.2r Page 7 FXEGI'ITIVESUMMARY" - - - A search of available environmental records was conducted by Environmental Data Resources, Inc. (EDR). The report meets the govemment retards search requirements of ASTM Standard Practice for Environmental Site Assessments, E 1527-00. Search distances are per ASTM standard or custom distances requested by the user. TARGET PROPERTY INFORMATION ADDRESS 6617 DUBLIN BOULEVARD DUBLIN, CA 94568 COOROWATES Latitude (North): 37.705390 - 37' 42' 19.4" Longitude (West): 121.910880 - 121' S4' 39.2" Universal Trenverse Mercator. Zona 10 UTM X (Meters): 596006.9 UTM Y (Meters): 4173481.5 USGS TOPOGRAPHIC MAP ASSOCIATED VYfiH TARGET PROPERTY Target Property: 2437121-F8 DUBLIN, CA Source: USGS 7.5 min quad index TARGET PROPERTY SEARCH RESULTS The target property was not listed in any of the databases searohed by EDR. No mapped sites were found in EDR's search of available ('reasonably ascertainable ') govemment records either on the target property or within the ASTM E 1527-00 search radius around the target property for the following databases: FEDERAL ASTM STANDARD NPL_________________________ Nadonal Priority List Proposed NPL .............. Proposed National Pdority List Sites CERCLIS_____________________ Comprehensive Environmental Response, Compensation, and Uabiiity Information System CERC-NFRAP________________ CERCLIS No Further Remedial Action Planned CORRACTS .................. Corective Action Report RCRIS-TSD .................. Resource Conservation and Recovery Infommation System ERNS ........................ Emergency Response Notification System STATE ASTM STANDARD AWP ...................... ... Annual Workplan Sites Toxic Pita________________ ____Toxlc Pits Cleanup Act Sites SWF/LF______________________ Solid Waste Informaton System WMUDS/SWAT___________ ___ Waste Management Unit Database CA BOND EXP. PLAN.... __. Bond Expenditure Plan CA FID UST__________________ Facility Inventory Database TC092a630.2r EXECUTIVE SUMMARY 7 ' ~EXECUTIVESUMMARY.' CONSENi___________________ Superfund (CERCLA) Consent Decrees ROD_________________________ Records Of Decision Delisted NPL_______________. National Priority List Deletions FINDS________________________ Facility Index System/Facility Idenfifiptlon Initiative Program Summary Report HMIRS_______________________ Hazardous Materials Information Reporting System MLTS ........................ Material Licensing Tracking System MINES .....................:. Mines Master Index File NPL Liens .................. Federal Superfund Liens PADS________________________ PCBAcfivityDatabaseSystem RAATS ....................... RCRA Administrative Acbon Tracking System TRIS_________________________ Toxic Chemical Release Inventory System TSCA________________________ Toxic Substances Control Act FTTS_________________________ FIFRA/TSCA Tracking System-FIFRA (Federal Insecticlde, Fungicide, & Rodentldde Ad)/TSCA (Toxic Substances Conbol Act) STATE OR LOCAL ASTM SUPPLEMENTAL AST__________________________ Aboveground Petroleum Storage Tank Facllifies CA INDS_____________________ Waste Discharge System DEED________________________ List of Deed Restrictions Coal Gas_____________________ Fortner Manufactured Gas (Coal Gas) Sites Surrounding sites were identified. Elevatlans have been determined from the USGS t degree Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of dose proximity should be field verified. EDR's definition of a site with an elevation equal to the target property includes a tolerance of +/- 10 feet. Sites with an elevation equal to ar higher than the target property have been tlifferentlatetl Delow from sites wiN an elevation lower than the target property (by more than 10 feet). Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites ran be reviewed. Sties listed in bold !talies are in multiple databases. Unmappable (orphan) sites are not considered in the foregoing analysis. FEDERAL ASTM STANDARD RCRIS: The Resouroe Conservation and Recovery Act database includes seleded information an sites that generate, store, treat, or dispose of hazardous waste as defined by the Act. Tha source of this database is the U.S. EPA A review of the RCRIS-LOG list, as provided by EDR, and dated 06/102002 has revealed that there is 1 RCRIS-LOG site within approximately 0.25 miles of the target property. Equal/Higher Elevatlon Address Dist I Dir Map ID Page RENTAL WORLD 6457 DUBLIN CT 1/8. 1/dS E18 10 TC092a830.3r E%ECUTNE SUMMARY 2 `EXECUTN.ESUMMARY~ - 'RCRIS: The Resource Conservation and Rerrovery Act database includes selected information on sites that generate, store, treat, or dispose of hazardous waste as defined by the Act. The source of this database is the U.S. EPA. A review of the RCRIS-SQG list, as provided by EDR, and dated 06/102002 has revealed that there are 11 RCRIS-SOG sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Diat/Dir Map ID Page ENZYME SYSTEMS PRODUCTS 6497 SIERRA LANE 0 -1/8 NW 6 9 AUTOMATION AND CONTROLS SPEC l 6509 SIERRA LN 0 -1/8 WNW C10 14 ELECTRO PAINTERS INC 6517 SIERRA LANE 0 -1/8 WNW C11 15 'TOSCO NORTHWEST CO NO 11120 6400 DUBLIN BLVD 1/8 -1/4E F24 T6 M/RACLEAUTO PAINTING 6500 SCARLETT CT 1/8 - 1/4ESE 40 38 PHOTOMAG/C 6000 DOUGHERTY RD STE 1 1/8 - 1/4N H46 45 ALL CREATURES VETERINARY HOSP 6612 DUBLIN BLVD 1/B - f/4WSW l48 46 TRIVALLEYRADIATOR 6384SCARLETTCT 1/8-1/4SE J56 56 PHOTOMAGiC 6633 DUBLIN BLVD 1/8 -1/4WSW K57 56 PRECISION TUNE 6000 DOUGHERTYRD 1/8 -1/4N L61 60 DU1BL0 EN TRACH DEPT 78 6355 AH1 SCARLET CT 1/8 - 1/4SE J62 6Z STATE ASTM STANDARD CALSITES: Formerly known as ASPIS, this database contains both known and potential hazardous substance sites. The source is the California Department of Toxic Substance Control. A review of the Cal-Sites list, as provided by EDR, has revealed that there is 1 Cal-Sites site within approximately 1 mile of the target property. Equal/Higher Fevation Address Diat! Dlr Map ID Page NUCLEPORE CORPORATION 2035 COMMERCE CIRCLE 12 -1 SSW 93 93 CHMIRS: The California Hazardous Material I nadent Report System contains information an reported hazardous material inddents, i.e., accidental releases or spills. The source is the California Office of Emergency Services. A review of the CHMIRS list, as provided by EDR, and dated 12/31!1994 has revealed that there are 16 CHMIRS sites wittdn approximately 1 mile of the target property. Equal/Higher Elevation Address Dist /Dir Map ID Page Not reported 6341 SCARLETT COURT 114 - 125E M64 64 Nat reported ~ WB #580 @ HOPYARD RD. 1/4 - 12SSE P73 74 Nat reported W.B. #580 @ HOPYARD ROA 1/4 - 12SSE P74 75 Not reported SIERRA W AT SIERRA CT. 1/4 -12 W 81 80 Not reported 7069 COMMERCE CIRCLE 12 - 1 SW 95 94 NUCLEPORE CORP 7035 COMMERCE CIRCLE 1/2 -1 SSW 98 97 Not reported 580 W.B. @ 680 N.B. ON 12 - 1 WSW U100 101 Not reported W/B #580 @ #680 O'PASS 12 - 1 WSW U101 101 Not reported I-680 N/O I-580 12 - 1 WSW U102 102 Not reported F580 FJB E OF I{80 12 - 1 WSW V103 103 Nat reported 5/B /-660 ON RAMP FROM 12 - 1 WSW V 104 104 Not reported ~ F580 E/O 1.680 12 - 1 WSW V105 105 Not reported 2399 JOHNSON DR. 12 - 1 SW 106 106 Not reported 5934 GIBRALTAR DRNE 12 - 1 SE 108 109 TC0924630.2r EXEL'UTNE SUMMARY 3 -EXECU'LIVE=SUMMARY EgeallHigher Elevation Address Dlst /Dir Map ID Page Not reported 7170 NEWCASTLE LN. 12 - 1 NNW 109 110 Not reported 7265 VILLAGE PARKWAY 12 - t WNW 114 116 CORTESE: This database identifies public drinking water wells with detectable levels of contamination, hazardous substance sites selected for remedial action, sites with known toxic material identified through the abandoned site assessment program, sites with USTs having a reportable release and all solid waste disposal facilities from which there is known migration. The source is the California Environmental Protection Agency/Office of Emergency Information. A review of the Cortese list, as provided by EDR, has revealed that there are 26 Cortese sites within approximately 1 mile of the target property. EquallHigher Elevation Address Dist I Dir Map ID Page AMERICAN BUILDING COMPONENT 8253 DOUGHER7Y ROAD 0.1/8 NE 88 11 DUBLIN TOYOTA PONTIAC 6450 DUBLIN BLVD 0 - 1/8 E D15 17 UNION OIL SS/{6419 6401 DUBLIN BLVD 1/8.1/4E F25 26 8P 8400 DUBLIN BLVD tl8 - 1/4E F27 29 RAND SCIENTIFIC 6310 HOUSTON PL 1/8 -1/4NNE G44 43 DUBLIN ROCK 8 READY M!X 6393 SCARLETT CT 1/8 -1/4SE J53 51 MR RN STEFAN 5965 DOUGHERTY RD 114 -12N L68 68 OLD HERALD NEWS 6207 SIERRA CT 1/4 -1/2W 071 71 FACILITY 11108-1 6605 SIERRA 1/4- 12NNW 080 80 CHARLES LEMOANE PROPERTY 6065 SCARLETT CT 1/4 - 1/2ESE R82 81 SCOTSMAN GROUP 6055 SCARLETT CT 1/4 - 12ESE R85 84 FIRESTONE RANCH ABBOTT ST 1/4 - 1/2ESE S86 84 DUBLIN AUTO CENTER 6015 SCARLETT CT 1/4 - 1/2ESE S88 89 CHEVRON USA /NC SERV STA>Y9091 5280 HOPARD RD 1/4 -1/2SE T89 91 HOPYARD SHELL 5251 HOPYARD RD 1@ - 1 SE 94 94 VALLEY CREST LANDSCAPE, INC. 7043 COMMERCEC/R 1/2-1 SSW 96 95 LUCKY STORES B3000LARKAVE 1/2-1 W 97 96 COLLISION SERVICE CENTERS 5787 SCARLETT COURT i~ -1 ESE 99 99 COMMERCIAL PROPERTY 405 HOWARD ST 1/2 -1 WNW 107 107 SHELL 7194 AMADOR VALLEY BLVD 12-1 WNW W110 110 TARGET 7200 AMADOR VALLEY 12 - 1 WNW W111 111 OIL CHANGERS 7194 VILLAGE PARKWAY 1/2 - 1 WNW X112 111 17 MILE STORE 2184 SUNSET DR 1/2.1 WNW X113 112 DUBLIN HONDA 7099 AMADOR PLAZA RD 1/2 - 1 W 115 117 ARCO SERVICE STA7/0N NO. 6041 7249 VILLAGE PARKWAY 1/2.1 WNW 116 122 UNOCAL 7375 AMADOR VALLEY BLVD 12 -1 WNW 117 122 NOTIFY 65: Notify 65 records contain facility notifications about any release that could impact drinkirg water and thereby expose the public to a potential health risk. The data come from the State Water Resources Control Board's Proposition 65 database. A review of the Notify 65 list, as provided by EDR, has revealed that there are 2 Notify 65 sites within approximately t mile of the target property. Equal/Higher Elevation Address Diat /Dir Map ID Page CHEVRON STATION #&0917 5280 HOPYARD ROAD 114 - 12SE T91 92 ARCO SERVICE STATION NO.6041 7249 VILLAGE PARKWAY 1/2.1 WNW 116 f22 rclxrz6630.71 EXECUTVE SUMMARY 4 -. ~iEXECUTIV.ESUMMARY: LUST: The Leaking Underground Storage Tank Incident Reports contain an inventory of reported leaking underground storage tank incidents. The data came from the State Water Resources Control Board Leaking Underground Storage Tank IMonnafian System. . A review of the LUST list, as provided by EDR, and dated 07/172002 has revealed that there are 25 LUST sites within approximately 0.5 miles of the target property. Equal/Higher Elevation Address Dist/Dir Map ID Page RESIDENCE 358 URBANO DRNE 0 - 1/8 NE B9 f2 PARCEL NO. 550J9-3 DUBLIN / SCARLETT 0 - 1/8 ESE D14 17 DUBLIN TOYOTA PONTIAC ' 8450 OUBUN BLVD 0 - 1/8 E D15 17 RENTAL WORLD 6457 DUBLIN CT 1/8 - 1/4S E18 20 UNOCAL STATION #6419 6401 DUBLIN BLVD 1B -1/4E F26 29 FRED'S AUTO BP OIL #11120 6400 DUBLIN BLVD 1B -1/4E F29 29 RESIDENCE 1020 UNION STREET 1/8 - i/4E F31 30 UN/VERSI7YCHEVRON 2950 NUTWOOD AVE 1/8 - 1/4E F32 32 RESIDENCE 1520 CALIFORNIA STREET 1/8 - 1/4NNE G43 41 DUBLIN ROCK& READYMUC 6393 SCARLETT CT 1/8 - 1/4SE JS? 51 MR. R N STEFAN 5965 DOUGHERTY RD 1/4 - 12N L66 66 MR RN STEFAN 5965 DOUGHERTY RD 1/4 -12N L67 66 OLD HERALD NEWS 6207 SIERRA CT 1/4 -1/2W 071 71 PRNATERESIDENCE 3445 JACKSON STREET 1/4-1/2W 072 73 U HAUL 6265 SCARLETT CT 114 -125E N75 76 TEXACO STATIONSSiB1-058-008 MAIN ST 1/4-12NNW 076 76 AMERICAN XTAL TECHNOLOGY 6780 SIERRA CT, SUITE 1 1/4.1/ZNNW 077 77 AMERICAN XTAL TECH 6785 SIERRA CT, STE D 1/4 -12NNW 078 79 TRINITY I V PROPERTY 6805 SIERRA CT 1/4 -12NNW 079 79 CHARLES LEMOANE PROPERTY 6085 SCARLETT CT 1/4 -12ESE R83 81 SCOTSMAN GROUP 6055 SCARLETT CT 1/4 -12ESE R84 83 FIRESTONE RANCH ABBOTT ST 1/4 -1/2ESE S86 84 VALLEY NISSAN 6015 SCARLETT CT 1/4 - 12ESE S87 87 CHEVRON STATION #9-0917 5260 HOPYARD RD 1/4 -125E T90 91 CHEVRON 5280 HOPYARD RD 1!4 -12SE T92 92 UST: The Underground Storage Tank database contains registered USTs. USTs are regulated under SubBge 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 01/172002 has revealed that there are 14 UST sites within approximatey 0.25 mites of the target properly. EquaUHigher Elevaton Address Dist /Dir Map ID Page RESIDENCE 19818TH AVENUE 0-1B ENE A3 6 RESIDENCE 356 URBANO ORNE 0 -1/8 NE B9 12 RESIDENCE 45 FRANKLIN STREET 1/8 - 1/4S EZO Yl SHELL, GREEN RNER 4721 W GREEN RNER RD 1B - 1/4S E22 25 RESIDENCE 447 BUSH STREET 1B- 1/4E F26 28 DUBLIN 76 (CUPA) 26 6400 DUBLIN BLVD 1B -1/4E F30 29 RESIDENCE 1020 UNION STREET i/8 - i/4E F31 30 UNNERS?YCHEVRON 2950 NU7WOOD AVE 1/8- 1/4E F32 32 PRO WASH #5748 6401 DUBLIN BLVD 1B-1/4E F37 35 RESIDENCE 1520 CALIFORNIA STREET 1/8-1/4NNE G43 41 BAY COUNTIES PETROLEUM CARDL 6310 HOUSTON PL #D 1B - t/4NNE G45 44 BUILDING S100 FORT FUNSTON 1B -1/4N H51 49 RESIDENCE 65 CERVANTES BLVD 1B - 114N L60 60 PRECISION NNE 6000 DOUGHERTY RD 1/8 -1/4N L61 60 TC0924630.$ FXECUTIVt: SUMMPRY 5 <EXEGI'JTIVESUMMARY ' HIST UST: Histariml UST Registered Database A review of the HIST UST IisL as provided by EDR, and dated 10/15/7990 has revealed that there are 9 HIST UST sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Dist I Dir Map ID Page WRIGHTAIR, INC. 6305 DOUGHERTY RD 0- 118 ENE Al 6 RESIDENCE 45FRANKLINSTREET 1/8-1/4S E20 ?Z OZ21E DAVIS PONTUI C?OYOTA 6450 DUBLIN CT 1/8 -1/4S E21 23 UNION OIL SS#6419 6401 DUBLIN BLVD 1B - 1/4E F23 25 .UNION OIL SSAr 6419 640f DUBLIN BLVD 1/8 -1/4E F25 26 MOBIL SERVICE STATION 6400 DUBLIN BLVD 1/8 -1/4E F33 33 WOODARD'S UNION SERVICE 6401 DUBLIN BLVD 1l8 -1/4E F34 34 DUBLIN ROCK 8 READY MUf 6393 SCARLETT CT f/8 - 1/4 SE J53 51 KMART ENTERPRISES 6633 DUBLIN BLVD 1/8 -1/4WSW K56 56 STATE OR LOCAL ASTrd SUPPLEMENTAL DRYCLEANERS:A list of drydeaner related fadlities that have EPA ID numbers. These are tadlities with certain SIC codes: power laundries, family and commerdal; garment pressing and deaners' agents; linen supply, coin-operated laundries and cleaning; drycleaning plants except rugs; carpet and upholster deaning; industrial launderers; laundry and garment services. A review of the CLEANERS IisL as provided by EDR, and dated 03!18/2002 has revealed that there is 1 CLEANERS site within approximately 0.25 miles of the target property. Equal/Higher ElevaOon Address Dlst /Dir Map ID Page ONE LOW PRICE CLEANERS 66TZ DUBLIN BLVD 1/8. 1/4WSW 154 53 CA SLIC: SLIC Region comes from the Cal'rfomia Regional Water Quality Control Board. A review of the CA SLIC IisL as provided by EDR, has revealed that there are 4 CA SLIC sites within approximately 0.5 miles of the target property. EqualMigher Elevation Address Dist I Dir Map ID Page BUSICK GEARING PROPERTIES 1/4 -112SE M65 65 LEW DOTY CAD/LLAC 6301 SCARLETT CT 1/4 -12SE N69 68 LEWDOTTYCADILLAC 6301SCARLETTCT 1/4-1/2SE N70 70 VALLEY NISSAN 6015 SCARLETT CT 1/4.1/2ESE S87 87 HAZNET: The data is extracted from the copies of hazardous waste manifests received each year by the DTSC. The annual volume of mandests is typiplly 700,000.1,000,000 annually, representlng approximately 350,000-500,000 shipments. Data from non-California manifests 8 continuation sheets are not induded at the present Gme. Data are from the manifests submitted without wrtection, and therefore many contain some invalid values for data elements such as generator ID, TSD ID, waste category, 8 disposal method. The source is the Department of Toxic Substance Control is the agency A review of the HAZNET IisL as provided by EDR has revealed that there are 33 HAZNET sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Dist / Dlr Map ID Page WASECA KUBOTA TRACTORS 6305 DOUGHERTY RD 0 - 1/6 ENE A2 6 TCOa246302r E%ECUTNE SUMMARY6 ~: - EXEGFJTII~E°.SUMMARY' ~:. I EquallHigher Elevation Address Dist f Dir Map ID Page JOHNS EUROPEAN AUTO SERVICE 6295 DOUGHERTY ROAD 0 - 1B NE A4 7 DUBLIN SANDBLASTING COMPANY 6287 DOUGHERTY 0 -1/B NE AS 8 ENZYME SYSTEMS PRODUCTS 8497 SIERRA LANE D -1/8 NW 6 9 SELECT IMAGING 6398 DOUGHERTY ROAD 0-118 ESE 7 10 AMERICAN BUILDING COMPONENT 8253 DOUGNERTY ROAD 0 -1/8 NE B8 11 AUTOMATION AND CONTROLS SPEC / 6509 SIERRA LN 0 - 1/8 WNW C10 14 CHEVRON REAL ESTATE MANAGEMENT 8400 SIERRA LANE 0 - 7/B NNE 812 75 PAT PATTESON ASSOC., INC 6521 SIERRA LN 0-118 W C13 16 CONTINUUM 6533 SIERRA LN 0 - 1B W 16 79 UNITED RENTALS INC #046 6457 DUBLIN CT 1B -1/4S E77 20 RENTAL WORLD 64570UBUNCT 1/8-1/4S E18 20 M/SSIONVALLEYEQUIPMENTRENTA 8457 DUBLIN COURT 18-1/4S E19 21 OZZ1E DAVIS PONTIAC/TOYOTA 6450 DUBLIN CT 1/8 - 1/4S E21 23 UNION O/L SS/16419 6401 DUBLIN BLVD 1/8 -1/4E FZ5 28 BP OIL COMPANY 8400 DUBLIN BLVD 1/8 -1/4E F35 34 A & N 8. P. PETROLEUM SRV. STA 6400 DUBLIN BLVD. 1B -114E F36 35 CIRCLE K STORES INC STATION iR5 6401 DUBLIN BLVD 1B - 1/4E F38 35 TOSCO NORTHWEST CO#11120 6400 DUBLIN BLVD 1B-1/4E F39 37 MIRACLE AUTO PAINTING 6500 SCARLETT CT 1/8 -1/4ESE 40 38 KAHLER'S ENTERPRISES INC 6117 DOUGHERTY 1B -1/4NNE G41 39 PAK N SAVE ig107 6605 DUBLIN BLVD 1B -1/4WSW 42 40 RAND SCIENTIFIC 6310 HOUSTON PL 1/8 -1/4NNE G44 43 QUALITY TUNE-UP #60 8053 DOUGHERTY RD 1B -1/4N H47 45 ALL CREATURES VETERINARY HOSPI 6612 DUBLIN BLVD 1l8 -1/4WSW 149 47 CONTINENTAL PROPERTY MANAGEMEN 6040 DOUGHERTY 1B -1/4N H50 48 GIL'S BODY WORKS INC 6392 SCARLETT CT 1/8 - 1/4SE J52 50 ONE LOW PRICE CLEANERS 6622 DUBLIN BLVD 1/8 -1/4WSW 154 53 SMOG STATION 6388 SCRLETT CT 1/6 -1/4SE J55 55 PHOTOMAGIC 6633 DUBLIN BLVD 1B - 1/4WSW 1057 56 RYNCK TIRE 8 BRAKE INC 6000 DOUGHERTY ROAD 118 - 1/4N L59 58 PRECISION TUNE - 6000 DOUGNERTY RD 1/8 - 1/4N L61 60 DIABLO ENGINE MACHINE INC 6355 #11 SCARLET CT 1/B - 1/4SE J63 63 TC0624830.$ EXECU77VE SUMMARY 7 +r larger rrapeny • Sitar at elevations higher than w equal to Ne target property Sites at elevations lower Oran the target Property ~ Coal Gasiliutlon Sites Sensitive Receptors National Priority List Bites Landfill Stec ~/ Power trarmni~on Imes ® Araas al Concern /~ Oi18Gas pipelares 0 100-year flood zone 500•year flood zone TARGET PROPERTY: 'Pak 8 Save CUSTOMER: Rosewood Engineedng ADDRESS: 6617 Dthlin Boulevard CONTACT: Ms Cheryl Chester CITY/STATE(LIP: DubOn CA 94568 INQUIRY N: 0624630.2r LAT/LONG: 37.7064 / 127.9109 DATE: August 02, 2002 7:59 am caomop o anz eoq imo am cot im err morot. ui rornn IWrmd. L~•v.~nw.t~rv annar -.ua~'aosu.rr-•MOSewooa-tngtneertng I~-I' ~~ ~ ~V '•.r ~ \~ i ~ ~_ ~~ ..~ ~ ~ aD .. r ~• ''..:}T i• / ~ ~ i I I ; L ~ ~ ~ o e G ~ , ,. %' •` J ~ ' ' o, ' 'i15'. ~ s ..; ~ ~ I , ~ ~ i ~ A Daet'-4: 6 LV • i / < ~ ~ i ~ i S . _ g-t D ~ ~ ' ~~~~.~~;~ ' ~ i 9 ~... '' ~ ~/'~ i ' / / . ~ BO E ~ ~- ~' ~ / ' . '' y ~ ' , ~ u ~,' s^,~ - ~ E 4 s D i ~ i i y,... / /"y ~ / ` Y~~p i ~P, / ) , ~ ~ . / ~,• ~ ~~ . . '~ 1a6 / ~ . ~ ~ ~ ,. t ' / ~ 1 ' / , .i . ~ /. - t -. ~ / ~ , ~ d % , ~ ~ \ ~. ~'~ > ,u ~ ,. ,.~y~, ~,.,Ne„y Sites at elevations Higher than w squat to the target property Sites at elevations lowerthan the prget property ' • Coal Gasification Sites National Priority list Sites ' Landfill Sims i ~/ Power irarumLtaon Tines Maas of Concern ^/ Oil 8 Gas pipelines toe-year flood zone 500•year flood zone Wetlands TARGET PROPERTY: 'Pak & Save CUSTOMER: Rosewood Engineering ADDRESS: 6617 Dublin Boulevard CONTACT: Ms Cheryl Chaster CITY/STATE2IP: Dublin CA 94568 INQUIRY p: 0824630.2r LAT/LONG: 37.7054 / 121.9109 DATE: Atgtut 02, 2002 7:59 am GyyrbN O awz DiL Ina O ant 60 , lim f1l Or/al0i. u Nyhb ennnrrnd. G ~/ 4 ineenng :. ~•~s ' ~~ i aaeu / %% / / / . ve ~ ~ .'/ ~ ' i. /~ i / , / / % ', . .i 9, ,i cq~'~ . 't / / / ' . '"N. / / / i.. / i / / ., / / /. . / / / - / / / i~ / ~ i IdO W / :1510 W. ~: , I!e[ N ~ ~ / / / i i I Sat E P i :'/~ i, / ~% i % 'JONJISONJIB/~i ~% i ~ ~~ ~ ~.'i ~ '~ ' ~ ~ / / l ~ 16[aC .' /~ /i i •'; i~ ~ ; , : : : . : ; . . : i . . . i e Jn[ to Ip Ylba .. ~n~ea.~ vya~.y • Sites at elevations higher than Or equal to Ma target properly • Sitar at elevations lower ttvan ~/ Power tran5misson Ifies Areas rN Cancem the target property ^/ Oi18 Gas pipelines 1 Coal Gasdiration Sites ~ 100-year Oood zone Sensitive Receptors / 500•year flood zone National PriOrily List Sites , Landfill Silas TARGET PROPERTY: 'Pak 8 Save ~ CUSTOMER: Rosewood EtTgirJeadng ADDRESS: 6617 Duhlin BoWevard CONTACT: Ms Cheryl Chester CITY/STATE2IP: DtJbIInCA94568 INOUIRYfl: 0824630.2r lATlLONG: 37.7054 / 121.9109 DATE: Atlgtl5t 02, 2002 7:59 am Ga)gb 00007 EaR Im O ]1101 [0T.4v hl 0 /ID01. N fY1eb Ibwnd. - ~MAPiFINDING:S'SUMMi~KRY. I Searc9t Target Distance Total Database Property (Miles) < 118 tl8 - 1/4 1/4 - 12 1/2 - 1 > 1 Plotted FEDERAL ASTM STANDARD NPL 1.000 0 0 0 0 NR 0 Proposed NPL 1.000 0 0 0 0 NR 0 CERCLIS 0.500 0 0 0 NR NR 0 CERC-NFRAP 0.250 0 0 NR NR NR 0 CORRACTS 1.000 0 0 0 0- NR D RCRIS-TSD 0.500 0 0 0 NR NR 0 RCRIS Lg. Ouan. Gen. 0250 0 1 NR NR NR 1 RCRIS Sm. Quan. Gen. 0.250 3 8 NR NR NR 11 ERNS TP NR NR NR NR NR 0 STATE ASTM STANDARD AWP 1.000 0 0 0 0 NR 0 CaFSites 1.000 0 0 0 1 NR 1 CHMIRS 1.000 0 0 4 12 NR 16 Cortese 1.000 2 4 8 12 NR 26 Notify 65 1.000 0 0 1 1 NR 2 Toxic Pits 1.000 0 0 0 0 NR 0 State Landfill 0.500 0 0 0 NR NR 0 WMUDS/SWAT 0.500 0 0 0 NR NR 0 LUST 0.500 3 7 15 NR NR 25 CA Bond Exp. Plan 1.000 0 0 0 0 NR 0 UST 0.250 2 12 NR NR NR 14 CA FID UST 0.250 0 0 NR NR NR 0 HIST UST 0.250 1 8 NR NR NR 9 FEDERAL ASTM SUPPLEMENTAL CONSENT 1.000 0 0 0 0 NR 0 I ROD 1.000 0 0 0 0 NR 0 Delisted NPL 1.000 0 0 0 0 NR 0 FINDS TP NR NR NR NR NR 0 HMIRS TP NR NR NR NR NR 0 MLTS TP NR NR NR NR NR 0 ' MINES 0.250 0 0 NR NR NR 0 NPL Liens TP ~ NR NR ~ NR NR NR 0 I PADS TP NR NR NR NR NR 0 RAATS TP NR NR NR NR NR 0 TR1S TP NR NR NR NR NR 0 TSCA TP NR NR NR NR NR 0 FTTS TP NR NR NR NR NR 0 ~• STATE OR LOCAL ASTM SUPPLEMENTAL AST TP NR NR NR NR NR 0 I CLEANERS 0.250 0 1 NR NR NR 1 TC0824630.2r Paga 4 -. - ~MAP=FINDINGS:SUMMARY' search Target Distance Total Database PropeAy (Miles) < 118 1/8 - 1/4 1!4 - 12 112 - 1 > 1 Plotted CA WDS TP NR NR NR NR NR 0 DEED TP NR NR NR NR NR 0 CA SLIC 0.500 0 0 4 NR NR 4 HAZNET 0.250 10 23 NR NR NR 33 EDR PROPRIETARY HISTORICAL DATABASES Coal Gas 1.000 0 0 0 0 NR 0 AOUIFLOW -see EDR Physical Setting Source Addendum TP =Target Property NR =Not Requested at this Search Distance ' Sites may be listed in more than one database TC0924630.2r Pepe 5 I Map ID - ;MAR FINDINGS '.. ~:_~_ Direction DLsrance Dlstence (k.) EDR ID Numtrer Elevatbn Site ~ Database(s) EPA ID Number Coal Gas Slte Search: No ske was found In a search of Real Property Swn's FSIVIROHAZ database. A7 WRIGHT AIR, INC. HIST UST U001598188 ENE 6305 DOUGHERTY RD ~ ~ NIA ~ tl8 DUBLIN, CA 94568 288 R Higher Slte 1 of S In cluster A UST HIST: Fedliry ID: 7066 Tank Num: 1 Container Num: 1 Tenk Cepeary: 550 Year Installed: 7972 Tenk Used for. PRODUCT Type of Fuel: UNLEADED Tank Conswcdon: Not reported Leak Detectlon: Stack Inventor Conrad Name: Not reported Telephone: (415) 828-8144 Topl Tanks: 1 Region: STATE Fadllry Typa: 2 Other Typa: HEATING & AIR COND. A2 WASECA KUBOTA TRACTORS HAZHET 5103667522 ENE 6305 DOUGHERTY RD N7A < 118 DUBLIN, CA 94568 288 R Higher Ske 2 of 5 In cluster A HAZNET: l;epaid: CAL000023967 Tepaid: CAT000613976 Gen County. 1 . Tatl County. Orange Tons: .5671 Category. Plrotodremipls/photoprocessing waste Disposal Methotl: Transfer Statlon Canted: MORGAN CURTIS Telephone: (000)1100.0000 Mailing Address: 6305 DOUGHERTY RD DUBLIN, CA 94568 County t A3 RESIDENCE UST 0003802739 ENE 19818TH AVENUE N/A < 118 , CA 288 R Higher Ske 3 of 5 In cluster A UST Sen Frendsco County: Fadliry ID: 2491 Case Number. Not reported Tank ID: Not reported Tank Capadry: Not reported Manufacturer. Not reported Date Installed: Not reported ONer Iniedor Uning: Not reported Receive Date: 325!96 0:00:00 Close Date: 412196 0:00:00 Owner Name: Not reported Certlfletl Date: ~ 5!24/960:00:00 Flag: CLOSED Other Corrosion PretecBon: Not reportetl Dmp Tube: Nd reported Stoker Plate: Not reported Dispenser. Nat reported Contents A: Not reported ' TC0824630.2r Page 6 Map ID ~MAPPINDINGS= Direction Distance Distance (KJ Elevation Site RESNENCE (Conltnuad) Canten~ B: Not reported Contents C: Not reported MaHurg Name: Not reported Mailing Address: Not reported OMer Substance: Not reported Tank Construction Type: Not reported Tank Material: Not reported Interior Lining: Not reported Corrosion Protection: Not reported Spill Contamination Installed Date: Not reported Overfill Prevention Installed Date: NM reported Piping Type: Not reported Piping Aboveground: Not reported Piping Underground: Not reported Piping ConsWction: Nat reported Piping COr1aWCfldn Aboveground: Nd reported Piping ConsWdion Underground: Nat reportetl Piping Material: Not reported Other Piping Material: Not reported Piping Material Aboveground: Not reported Piping Matedal Untlergrountl: Not reported Pipe Leak Detection: Not reported Estimated Last Date Used: Not reported Estimated quantity Remaining: Nat reported Inert Filing: Nat reported Jurisdiction: Not reported Other Tank System: Nd reported Other Tank Leak Detection: Not reported Other Pipe Leak Detection: Not reported Mafhand Compatibb: Nd reported EDR ID Number Database(s) EPA ID Number 0003802738 A4 JOHNS EUROPEAN AUTO SERVICE HAZNET S103667449 NE 6595 DOUGHERTY ROAD NIA <118 DUBLW, CA 94566 599 R Higher Site 4 of S in duster A HAZNET: Gepeid: CAL912215101 Tepaid: CAD04400.3556 Gen County. 1 Tsd Caumy. Yab Tons: .3127 Category. Aqueous solution with less Man 10% total organic residues Disposal McMad: Not reporte0 Contact JOHN'S EUROPEAN AUTO SERVICE Telephone: (925) 551.7822 Malting Address: 6295 DOUGHERTY RD DUBLW, CA 94568 - 2637 Coumy 1 i ~, T l_ TC0824630.2r Pege 7 Map ID Direction Distance Distance (ft.) Elevation Slle EDR 10 Number Database(s) EPA ID Number JOHNS EUROPEAN AUTO SERVICE (Continued) S703867449 Gepaid: CAL912215101 Tepaid: CAT080013352 Gen County. 1 Tsd Caunry: Los Angeles Tons: .3127 Category: Unsped8ed organic liquid mixture Disposal McMOd: Recyder " GOntaG: JOHNS EUROPEAN AUTD SERVICE Telephone: (925) 551-7822 Matling Adtlress: 6295 DOUGHERTY RD OUBLIN, CA 96568 - 2637 County 1 Gepaid: CAL912215101 Tepaid: CAD980887418 Gen County: 1 Tsd County. 1 Tons: .2293 Category: Aqueous solution with less than 10% total organic residues Disposal Method: Transfer Statlon Contact: JOHN'S EUROPEAN AUTO SERVICE Telephone: (925) 551-7822 Mailing Address: 6295 DOUGHERTY RD DUBLIN, CA 94568 -2637 County 1 Gepaid: CAL912215101 Tepaa: cADSao61e64s Gen County. 1 Tsd County: Kem Tons: .4170 - Category: Aqueous solution with less Nan 10% total organic residues Disposal Method: Transfer Statlon Contact. JOHNS EUROPEAN AUTO SERVICE Tekphane: (925) 551-7822 Mailing Address; 6295 DOUGHERTY RD DUBLIN, CA 94568 - 2637 County 1 Gepaid: CAL91 221 51 01 Tepaid: CAD980887478 Gen County: 1 Tsd County. 1 Tons: 1293 Category. Aqueous soluton wiN less Man 10% total organic residues DLsp~al McMOd: Transfer Statlon Contact: JOHN'S EUROPEAN AUTO SERVICE Teephone: (925) 551-7822 Mailing Address: 6295 DOUGHERTY RD DUBLIN, CA 94568 -2637 ' County 1 The CA HAZNET database contains 1 addi5onal record for MIS site. Please contact your EDR Account ExecuWe for more infomwtbn. AS DUBLIN SANDBLASTING COMPANY HA2NET S703667431 NE 6287 DOUGHERTY NIA < 118 DUBLIN, CA 94568 310 R Hlgtrer Slte 5 of S In cluster A TC0824630.2r Page 8 Map ID ~ ::MAPFINDINGS' Direction Distance Distance (ft.) Elevation Site DUBLIN SANDBLASTING COMPANY (Cordlnued) HAZNET: Gepeid: CAC001743000 Tepaid: CAD050806850 Gen County. 1 Tsd County Los Angeles Tons: .1000 Category: Other Inorganic solid waste Disposal Method: Transfer Stadpn Contact: JAY DULAC Telephone: (000}000-0000 Mailing Address: 6287 DOUGHERTV DUBLIN, CA 94568 County 1 EDR ID Number Database(s) EPA ID Number S103867437 8 ENZYME SYSTEMS PRODUCTS NW 6497 SIERRA LANE <718 DUBLIN, CA 94588 334 R Higher RCRIS Owner. OR ROBERT E SMITH (415)555-1212 EPA ID: CAD982471401 Contact ENVIRONMENTAL MANAGER (415) 828-fi618 Classificatiar: SrtraA Duantiry Generator Usad Oil Racyc: No TSDF Activifias: Not reported ViolaBon Status: No violatlans found FINDS: Other PeNrrent Environmental Activity Identified at Site: Fadliry Registry System (FRS) Resource Conservatlon and Remvery AG In(onnatlon system (RCRAINFO) HAZNET: Gepaid: CAD982471401 Tepaid: CAD009452657 Gen County. 1 Tsd County. San Mateo Tons: .2710 Category. Urepedfied aqueous solution Disposal Mematl: ReryGer Contact: DR 8 MRS ROBERT E SMITH Telephone: (510)455.5988 Mailing Address: 486 LINDBERGH AVE LNERMORE, CA 94550 County 1 RCRIS-SOG 1000447704 ENDS CAD98247140t HAZNE7 T TC0824630.2r Page 9 Map ro DiraUion Dlstanrs Distance (R.) Elevation Site 'MAP'FINDINGS: ENZYME SYSTEMS PRODUCTS (Confinued) Gepaid: CAD982471401 Tepaid: CAD009452657 Gen County: 1 Tsd County. San Mateo Tons: .2293 Category: Unspecified solvent mixture Waste Disposal Method : Reryder Con~ct: DR 8 MRS ROBERT E SMITH Telephone: (510) 455-5988 Mailing Address: 486 LINDBERGH AVE LIVERMORE. CA 94550 County 1 Gepaid: CAD982471401 Tepaid: CAD009452657 Gen County 1 Tsd County. San Mateo Tons: .1250 Category. Other organic solids Disposal Method: Recycler Contact DR 8 MRS ROBERT E SMITH Telephone: (510) 4555988 Malting Address: 486 LINDBERGH AVE LIVERMORE, CA 94550 County 1 Gepaid: CAD982471401 Tepaid: CAD009452657 Gen County. 1 Tsd County. San Mateo Tons: .0250 Category: Other empty containers 30 gallons or more Disposal Method: Disposal, Other Concoct DR 8 MRS ROBERT E SMITH Telephone: (510) 4535988 Mailing Address: 486 LINDBERGH AVE INERMORE, CA 94550 county 1 Gepaid: CAD982471401 Tepaid: CAD009452657 Gen County. 1 Tsd County. San Mateo Tons: .0500 Category. Other argan~ solids Disposal Method: Disposal, Other Contact DR 8 MRS ROBERT E SMITH Telephone: (510) 4535988 Mail'mg Address: 486lINDBERGH AVE LIVERMORE, CA 94550 County 1 The CA HAZNET database contains 29 additional reconls fir this site. Pkasa contact your EDR Account ExewWe for more infortnatian. 7 ESE <1B 349 ft. Higher SELECT IMAGING 8398 DOUGHERTY ROAD DUBLM, CA 94568 EDR ID Number Database(s) EPA ID Number 1000441704 HAZNET S104578233 NIA TC0824630.2r Page 10 Map ro Direction Distance Distance (ft.) Elevation Site - :MAPfINDiNG5~ SELECT IMAGING (Continued) HAZNET: Gepaid: CAL000113546 Tepaid: ~ CAD003963592 Gen County 1 Tsd County: Santa Clara Tons: .1876 Category Photochemiralslphotopracessingwaste Disposal Method: Recycler Contact: LESTER JACOB Telephone: (510)803-1210 Mailing Address: 6398 DOUGHERTY RD STE 27 DUBLIN, CA 94568 - 2645 County 1 Gepaid: CAL000113546 Tepaid: CA0000084517 Gen County. 1 Tsd County: Sacramento Tore: .2293 Category. PhotochemicaWphotoprocessing waste Disposal Method : Transfer Station Contact LESTER JACOB Telephone: (510) 603.1210 Mailing Address: 6398 DOUGHERTY RD STE 27 DUBLW, CA 94568 - 2645 County 1 Gepaid: CAL000113546 Tepaid: CA0000084517 Gen County. 1 Tsd County. Sacramento Torn: 0.3544 Category. Photochemicalslphatoprocessing waste DLsposal Method: Transfer Station Contact: LESTER JACOB Telephone: (510) 80&1210 Maii'vrg Address: 6398 DOUGHERTY RD STE 27 DUBLIN, CA 94566 - 2645 County 1 BB AMERICAN BUILDWG COMPONENT NE 6253 DOUGHERTY ROAD < 1I8 DUBIJN, CA 94508 ]77 R Higher Sita 1 of ] In cluster B HAZNET: Gepeid: CAC001259952 Tepaid: CAD009466392 Gen County. 1 Tsd County. 7 Tare: 1.0000 Category. Other empty containers 30 galore or mare Disposal McUrod: Recyclar Conroe: ED OMERNIK Telephone: (000) 000-0000 Mailorg Address: PO BOX 2098 DUBLIN, CA 94588 County 1 EDR ID Number Database(s) EPA ID Number 310457823] HAZNET 510242]930 Cortese NIA TC0824630.2r Page 11 Map ID ?MAPfiNDINGS - Direction Distance Distance (ft.) EDR ID Number Elevatbn Sile Database(s) EPA ID Number AMERICAN BUILDING COMPONENT (Corrtlnued~ 3102673930 CORTESE: Reg Id: 01-0072 Region: CORTESE Reg By: Leaking Underground Storage Tanks B9 RESIDENCE ~ UST UD03711422 NE 356 URBANO DRNE LUST NIA < 118 , CA 377 ft. Hlgtrer Site 2 of 3 In duster B State LUST: Cross Street Not reported Dry Leaked: Not reported Cox Number 01-0072 Reg Board: San Francisco Bay Region Chemical: Diesel Lead Agency: Local Agency Local Agency: 01000 Case Typo: Scil ony Staha: Prelimirery she assessmem underway County: Alameda Abate Method: No Action Taken - rro action has as yet bcen taken et the site Review Date: Not reported Conflnn Leak: Not reported Workplan: 12n965 Prelim Assess: 1/2/1965 Pollution Char. Not reported Remed Plan: Nat reported Reined Acion: Not reported Monitoring: NM reported Close Date: 9242001 Release Date: 611n991 Cleanup Fund Id :Not reported Discover Date : 811n991 Enforcement Dt : Nat reported EM Type: Not reported Enter Date : alan99z Furtding: Federal Funds Staff Initials: UNK How Dl:.covaretl: Tank Closure How Stopped: Close Tank Interim : No Leak Cause: Structure Failure Leek Saume: Tank MTBE Date : 1!211965 Max MTBE GW : 0 MTBE Tested: MTBE Detected. Site tested for MTBE 8 MTBE deteded Pdodry: Not reported Local Casa # : 1216 Benaflcial: Not reported Staff : CTH GW Qualfies : Not reported Max MTBE Shc : Not reported Soil Qualifies : Not reported Hydr Basin #: Not reported Operator : Not reported Oversight Prgm: Local Oversight Program UST , Oversight Prgm : LOP Review Date : 4/52001 Stop Data : 101471991 Work Suspended N 7COB24630.2r Page 12 Mapro =.MAPFINDINGS~, Dlrer4ion DLStance Distance (R.) FJevation Site RESO]ENCE (CorNnrred) Respomible PartyBLANK RP RP Address: Not reported Global ltl: 70600100066 Org Name: Not reported Contact Person: Not reported MTBE Canc: 1 Mtbe Fuel: 0 Water System Name: Not reported Well Name: Not reported Distance To Lr1sC 3166.9863732223845342140259429 Waste Discharge Gobal ID: Not reported Waste Disch Assigned Name: Not reported LUST Region 2: Region: Fadlity Id: Enteretl Date: Fadlity Status: Marimum Shc Concentretlon: Ma>omum Gmuntlwater Impact: County Curent Benzene: MTBE Detected in GW: MTBE Detected in So0: MTBE: MTBE QuelHy: 2 01-0072 O610M1992 Pralimhrary site assessment untlerway 48000 0 Alanreda 0 Na Not reported 0 ND LUST Alameda County: Region : ALAMEDA Status : Determining site status end notify state board Fadlity Typa : Soii onty case closed : -Q LOP Status : AcOve Source oiFund : Federal Substance : Diesel Multiple Responsible Parties : No UST San Frencisw County: Fadlity ID: 1216 Case Number. Not reported Tank ID: Not reported Tank Capacity: Nol reported Manufacturer: Not reported Date Irrstalled: Nat reported Other Intedor Lining: Not reported Receive Date: 2/2f93 0:00:00 ~ Close Data: 215f93 0:00:00 Owner Name: Not reported Certifietl Date: Nat reported Flag: CLOSED Other Corrosion Protection: Not reported Drop Tuba: Not reported Smker Plare: Not reported Dispenser. Not reported Contents A: Not reported Contents B: Not reported Contents C: Nat reported Maifurg Name: Not reported Mailing Address: Not reported Other Substerrrs: Not reported Tank Constnrcfion Typa: Nat reported Tank Material: Not reported tntericr Lining: Not reported Corrosion Protection: Not reported EDR ID Number Database(s) EPA ID Number U003713422 TC0824630.2r Pege 13 Map ID _ - -:MAP FINDINGS ~~ ~. Direaion Distance Distance (ft.) Elevatbn Site RESU]ENCE (Contlnued) Spill Contamination Installed Date: Not reported Ovefiil Prevention Installed Date: Not reported Piping Typa: Not reported Piping Aboveground: Not reported Piping Underground: Not reported Piping Constrodion: Not reported Piping ConsWc0on Aboveground: Not reported Piping Corwirurtion Underground: Not reported Piping Material: Not reported Other Piping Material: Not reported Piping Material Aboveground: Nat reported Piping Material UrWerground: Not reported Pipe Leak Detedion: Not reported Estimated Last Data Used: Nat reported FsEmatetl OuanBry Remaining: Not reportetl Inert Filing: Not reported Jurisdidiar: Nat reported Other Tank System: Not reported Other Tank Leak Detection: Not reported Omer Pipe Leak Detedion: Not reported Memand Compedttte: Not reported EDR ID Number Database(s) EPA ID Number C10 AUTOMATION AND CONTROLS SPEC INC RCRISSOG WNW 8509 SIERRA LN FlNDS <118 DUBLIN, CA 94588 HAZNET 395 R Higher $he 1 of 31n cluster C RCRIS: Owner. AUTOMATION AND CONTROLS SPEC (510) 803-2022 EPA ID: CAR000036053 Contact JOHN MUELLER (510)803.2022 Claasfiration: Small Ouantlry Generator Usetl Oil Recyc: No TSDF AcOvities: Not reported Yrolation Status: No viola0ons found ~ FINDS: Omer Perdrrent Environmental Activity Identified at Site: Fedliry Registry System (FRS) Resource Conservation and Recovery Act Information system (RCRAINFO) HAZPIEi. Gepaid: CAR000036053 Tepaid: CAD053046053 Gen County: 1 Tsd County. 1 ~ Tor>s: .1251 Category. Uquids wim habgenated on3anic compounds> 1000 mgA DLSposal Memod: Transfer Station Contad: AUTOMATION AND CONTROLS SPEC ' Telephone: (925) 803-2022 Mailing Address: 8509 SIERRA LN DUBLIN, CA 94588 County 1 0003713622 1001217514 CAR000036053 TC0824830.2r Page 14 Map ID Diredion Distance Distance (ftJ Elevatbn Site C71 ELECTRO PAINTERS INC WNW fi517 SIERRA LANE < 118 DUBLIN, CA 94568 456 ft. Hlgher Slte 2 of 31n duster C RCRIS '•MAP~FINDINGS .- Owner. ELECTRO PTRS INDPLSIN (415)555.1212 EPA ID: CAD981429772 Contact ENVIRONMENTAL MANAGER (415) 8332544 Classification: Sma80uandry Generator Used 08 Recyc: No TSDF Activities: Not reported Yroladon Status: No violations found EDR ID Number Database(s) EPA ID Number RCRISSOG 7000181790 FlNDS CAD987429772 FINDS: Other PeNrrent Env'vonmental Activity Identified at Site: FadOry RegLStry System (FRS) Resource Conservedon and Recovery Act Irrfortnatlon system (RCRAINFO) B12 CHEVRON REAL ESTATE MANAGEMENT CO HAZNET 5103956088 NNE 6400 SIERRA LANE NIA < 718 DUBLW, CA 94568 487 n Hlgher Site 3 of 31n duster B HAZNET Gepeid: CA0001256896 Tepeid: CAD009452657 Gen County: 1 Tsd Coumy. San Mateo Tons: 21935 Category. Hydrocarbon soNertts (benzene, hexane, SOOddartl, etc.) DLsposal Method: Recyder Contad: CHEVRON Telephone: (510) 455.5988 Mailing Address: PO BOX 5036 SAN RAMON. CA 94583.0936 County t Gepaie: CACOO1256896 Tepeid: CAD009466392 Gen County. 1 Tsd County 7 Tons: 3.5000 Category. Other empty wntainers 30 gallons or rtrore Disposal Method: Recyder Contact CHEVRON Telephone: (510) 455.5988 Mailing Address: PO BOX 5036 SAN RAMON, CA 94583 -0936 county 1 TC0824630.2r Page 15 Map ID ~ --SMAP:FINDINGS.=- Dlrectian ~ ~ ~ - Distactce Distance (ft.) Elevatbn Site CHEVRON REAL ESTATE MANAGEMENT CO (Continued) Gepaid: CAC001256896 Tepaid: CAT000646117 Gen County. 1 Tsd County. Kings Tons: .0055 Category: Porychlodnated biphenyls and material containing PCB's Disposal Method: Not reported Contact: CHEVRON Tekphane: (570) 45S59B8 Mailing Address: PO BOX 5036 SAN RAMON, CA 94583 -0936 County 1 EDR ID Number Database(s) EPA ID Number 3703956088 C13 PAT PATTESON ASSOC., WC HAZNET St038882T3 West fi527 SIERRA LN NIA < 118 DUBLIN, CA 94588 4981L Higher Slte 3 of 3In cluster C HAZTIET: Gepaid: CALOOlX118886 Tepaid: CAD980887478 Gen CauMy: 1 Tsd County: 1 Tons: .1876 Category. Waste oil end mixed oil Disposal Method : Nat reportetl Contact: PAT PATTERSON Tekphana: (000) 000-0000 Me8'erg Address: 1358 LINDBERGH AVE LNERMORE, CA 94550 county 1 Gepeid: CAL000018886 Tepaid: CAD980887418 Gen County. 1 Tsd County. 1 Tore: .3727 Category. Waste oil and mixed oil Disposal Method: Reryeler Contact PAT PATTERSON Telephone: (000) 000.0000 Mailing Address: 13SB LINDBERGH AVE LIVERMORE, CA 94550 Caunry 1 Gepaid: CAL000018886 Tepaid: CAD980887418 Gen County. t Tsd county: 1 Tore: .4587 Category Disposal Method: Recycler Con~G: PAT PATTERSON Telephone: (000) 0040000 MaiMg Address: 13SB LINDBERGH AVE LIVERMORE, CA 94550 Courdy 1 TC0824630.2r Page 16 Map ID ~~ ~~ :~MAP`.FINDINGS~ Ditediat DLStance Distance (h.) Elevatlon Site PAT PATTESON ASSOC., W C (Contlnued) EDR ID Number Database(s) EPA ID Number 9103686273 Gepaid: CAL000016886 Tepaid: CAD980887416 Gen Cmnty: 1 Tsd County: 1 Tons: .9591 Category. WBSte ail and mixed oil Disposal Method : RecyGer ContaG: PAT PATTERSON Telephone: (000) 000.0000 Mailbtg Address: 1358 LINDBERGH AVE LIVERMORE, CA 94550 Cmnry 1 Gepaid: CAL000018886 Tepaitl: CAD980887418 Gen County. 1 Tsd Cmnry. 1 Tons: .0000 Category Disposal Method: Transfer Station Contain PAT PATTERSON Telephone: (000) 000-0000 Malting Address: 1358 LINDSERGH AVE LIVERMORE, CA 94550 CmMy 1 D74 PARCEL N0.550.19.7 ESE DUBLW I SCARLETT < 118 DUBLW, CA 94568 537 R Higher Slte 1 of 2 in Gaoler D The CA HAZNET database contains 2 addi0wial records far this site. Please mmact your EDR Account Executive for more information. LUST Alameda County: Region: ALAMEDA Slaws : -0. Fec6iry Type : -0- caee nosed : •o- LoP stawa : -o- Smrce of FurW : •0. substance: -0- MulOpb Responsible PaNes : -0- D15 DUBUN TOYOTA PONTUIC East 6450 DUBLW BLVD <118 DUBLW, CA 94568 565 it Higher Slte 2 of 21n cluster D state wsr: Cross Street Ory Leaked: Case Number Reg Board: Chemk2l: Lead Agency: Not reported Nat reported 01.2343 San Frencism Bay Region GasWine Local Agency LUST 5105027637 NIA LUST 0003300058 Cortese NIA TC0824630.2r Pege 17 Map ID DireWort Distance Distance (iL) Elevation Site - - '-MAR-FINDINGSr - - EDR ID Number Database(s) EPA ID Number .DUBLIN TOYOTA PONTIAC . (Continued) 0003300056 Local Agency: 01000 Case Type: Omer ground water affected Status: Leak being confinnetl County: Alameda Review Date: 8/12/1998 Confirm Leak: 8/17/1998 Workplan: Nat reported Prelim Assess: Not reported Pollution Char. Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: Not reported Release Dale: 617011998 Cleanup Fund k1 : Not reported Discover Date : Z/70/1998 Enkrcement Dt : Not reported Fad Type: Not reported Enter Date : 8/17/1998 FurMing: Federal Funds StaN Initials: LINK How Discovered: Tank Cbsure How Stopped: Close Tank Interim : Not reported Leak Cause: Unknown Leak Source: Unknown MTBE Date : 11211965 Max MTBE GW : 62000 MTBE Tested: MTBE Detected. Site tested for MTSE 8 MTBE tletected Pdodry: Not reported Local Case # : 699 Benefictial: Nat reportatl Stag: CTH GW Qualifies : Not reported Max MTBE Shc : Nat reported Soil Ouafifies : Not reported Hytlr Basin #: Not reported Operator : NM reported Oversight Prgm: Local Oversight Pngrem !1ST Wersight Prgm: LOP Review Data : 4!72!2007 Stop Dale : 2/7017998 Work Suspended N Responsible PartyBLANK RP RP Address: Not reported Global ld: 70600102753 a9 Name: Not teportetl Contact Person: Not reportetl MTBE Conc: 1 Mtbe FueL• 7 Water System Name: Not reported Well Name: Not reponed Distance To Lust 2798.6548780528693021818601629 Waste Discharge Global ID: Not reportetl Waste Disch Assigned Name: Not reported LUST Region 2: Region: 2 Fadllty Id: 01.2343 Entered Data: 08!1217998 Fadliry Status: Leak being confirrned Maximum Soil Concentration: 0 TC0824630.2r Page 18 Map ro _ ~ .. ;. . '-MAPFINDINGS', ~ ~ - Diretaion Distance Defence (ft.) Elevation Site DUBLIN TOYOTA PONTIAC (Corttlnued) Maximum Groundwater Impact: 62000 Caunry : Alameda Curtest Benzene: Not reported MTBE Detected in GW: 62000 MTBE Detected in Soil: Not reported MTBE: 62000 MTBE Qualify: Not reported LUST Alameda County: Region Status Fadlity Type Case Closed LOP Status Soume of Fund: Substance Multiple Responsible Parties ALAMEDA Identfy and notify owner Drinking water wells have been affetaed -a- Active Federal Gasoline Yes CORTESE: Reg ld: 01-2343 Region: CORTESE Reg By: Leaking Underground Storage Tanks 18 CONTINUUM West 6533 SIERRA LN <118 DUSLW, CA 94568 fizs n Higher MAZNET: Gepaid: CAC001492672 Tepaid: CAO009452657 Gen County: i Tsd County. San Mateo Tons: 0.0% Category. Laboratory waste chemipls Disposal Method: Rerycler Contact: CONTINUUM Telephone: (408)727.3240 Mailing Address: 6533 SIERRA W DUBLIN, CA 94568 County 1 Gepeid: CAC001492672 Tepaid: CAG009452657 Gen County: 1 Tstl County. San Mateo Tons: 0.014 Category. Laboratory waste chemipls Disposal Mehod: TreabnenL Inaneretion Cantata: CONTINUUM Telephone: (408) 727-3240 Mailing Address: 6533 SIERRA W DUSLW, CA 94568 County 1 EDR ID Number Database(s) EPA ID Number U003300058 HAZNEy S104569142 NIA TC0624630.Ir Page 19 T- ) Map ID -, - iMAP FINDINGS -= ~ - - Diredion DLttance Distance (ft.) Elevatbn Site E17 UNITED RENTALS INC 9046 South 6457 DUBLIN CT 1/6.114 DUBLW, CA 94568 798 tt Higher Slte 1 of 6 In dtuter E HAZNET: Gepaid: CAL000180786 Tepaid: CAT080013352 Gen County 1 Tstl County. Los Angeles Tons: .4587 Category: Unspedfied aqueous solution DLsposal Mefhotl: Recyder Contact: UNITED RENTALS NORTHWEST INC Telephone: (303) 6741320 Melling Address: 1153 BERGEN PARKWAY STE M237 EVERGREEN, CO80439 County 1 EDR ID Number Database(s) EPA ID Number ~NAZNET 5104581062 NIA E18 RENTAL WORLD South 6457 DUBLW CT 118-114 DUBLIN, CA 94566 796 fL Hlgher Sfte 2 o(S in duster E RCRIS: Owner. PRAIRIE INDUSTRIES (415) 555-1212 EPA ID: CAD981658859 Contact ENVIRONMENTAL MANAGER (209) 8359102 Classification: Large Ouandty Gmeretor Used Oil Recyc: No TSDF AUlVitres: Not reported Vblation Status: No vbletions found FINDS: ONer Pertinent Envuonmenfal Activity Identified at Site: Fadlity Registry System (FRS) Resource Comsarvation and Recovery Ad Information system (RCRAINFO) LUST Alameda County: Reglon : ALAMEDA Status: -0- Faafity Type : -4 Case Cbsed : -4 LOP StaWS: -4 Source of Fund : -Q Substara:e : -0- MulOpb Responsible Pelves : -0- RCRIS-LOG FlNDS LUST HAZNET 1009395991 CAD981658859 TC0824630.2r Page 20 Map ro DlreGion Distance Distance (ft.) Elevatbn Site ~MAPFINDINGS"~ ~ ~. - RENTAL WORLD (CoMlnued) HAZNET Gepaid: CAD981658859 Tepaid: CAD980887418 Gen County 1 Tsd County 1 Tons: .2085 Category Aqueous solution with less than 10% total organic residues Disposal Method: Transfer Station Contact: STEVEN L SOARES Telephone: (510}833-7636 Me0ing Address: 8457 DUBLIN CT DUBLIN, CA 94568 - 3136 County 1 Gepaid: cADS6165885s Tepaid: CAD009466392 Gen County 1 Tstl County: 7 Tons: 4.0000 Category. Other empty containers 30 galbns or more Disposal Method: Re~yder Contact: STEVEN L SOARES Telephone: (510) 833-7636 Mailing Address: 6457 DUBLIN CT DUBLIN, CA 94568.3136 County 1 Gepaid: CAD981656859 Tepeid: CAD980887418 Gan County. 1 Tsd County. 1 Tons: ~ .2085 Category Aqueous solution wiN Tess than 10% total organic residues Dlsparal Methotl : Transfer SiaBon Confect STEVEN L SOARES Telephone: (510) 833.7636 Mailing Address: 6457 DUBLIN CT DUBLIN, CA 94568 - 3136 County 1 E19 MISSION VALLEY EQUIPMENT RENTALS South 6457 DUBLW COURT 118.114 DUBLIN, CA 94568 796 R Higher Site 3 of 6 In cluster E HAZNET: Gepaid: CAC001238952 Tepaid: CAD980887418 Gen County. 1 Tsd County. 1 Tons: 2.8356 Category. Waste oil and mixed ail Disposal Methotl: Recycler Contact: CORPORATION Telephone: (000) 000-0000 Mail'vrg Address: 6457 DUBLIN COURT DUBLW, CA 94588 County 1 EDR ID Number Database(s) EPA ID Number t000J95987 HAZNET S103977910 AST N/A TC0824630.2r Page 21 Map ID ,_ -`~-t?MAP_FINDINGS - ~ - Direction -- ~ ~- DLstance Distance (tL) Elevadon Site EDR ID Number Database(s) EPA ID Number Mt991ON VALLEY EQUIPMENT RENTALS (Cordinued) S103977910 AST: Region: 2 Owner. MISSION VALLEY EQUIPMENT RENTA LS E20 RESIDENCE UST 0007598180 South 45 FRANKLIN STREET HIST UST NIA 118.114' , CA 796 fL Higher SNe 4 of 6 in duster E UST HIST: FedlitylD: 66574 Tank Num: 1 Container Num: 1 Tank Capacity: 0 Year Installed: Not repor0ed Tank Used for. PRODUCT Type of Fuel: REGULAR Tank Construction: Not reported Leak Detection: None Conrad Name: LARRY WILSON Telephone: (415) 828-2980 Toml Tanks: 3 Region: STATE Fadlity Type: 2 Other Typa: RENTAL EQUIPMENT STA Fadlity ID: 64574 Tank Num: 2 Container Num: 2 Tank Capadty: 0 Year Installed: Nat reported Tank Uaetl for. PRODUCT Type of Fuel: DIESEL Tenk Construction: Not repartetl Leak Detection: None Conrad Name: LARRY WILSON Telephone: (415) 829-2980 Total Tanks: 3 Region: STATE Fadlity Type: 2 Other Typa: RENTAL EQUIPMENT STA Fadlhy lD: 64574 Tank Num: 3 Container Num: 3 Tank Capacity: 0 Year Installed: Nat eportetl Tank Used for. WASTE Type of Fuet: WASTE OIL Tenk Construction: Not reported Leak Detecton: None ' Conrad Name: LARRY WILSON Tabphone: (415) 8242980 Total Tankt: 3 Region: STATE Fadlhy Type: 2 Other Type: RENTAL EQUIPMENT STA UST San FrancLsep County: Fadlity ID: 2016 Case Number. Not reported Tank ID: Not reported Tank Capadty: Nd reported ManufacNrer. Not reportetl Dale Installed: Not reported Other Interior Lining: Not reported Receive Data: 5/2/95 0:00:00 Close Data: Not reported Owner Name: Nd reported Certified Date: Not reported Flag: CLOSED Other Corrosion Pretectlon: Nd eported Drop Tube: Nd reported Striker PWte: Nd reported Dispenser. Nd reported Contents A: Not reported Contenb B: Not mported Contains C: Nd reported Matting Name: Not reportetl Mailing Address: Not reported TC0824630.2r Page 22 Map ID - ~ =.MAP~FINDINGS'~ ,-• Directbn OLstance Distance (8.) Elevatbn Site RES07ENCE (Contlnued) Other Substance: Nat reported Tank Combuetion Type: Not reported Tank Material: Not reported Interior Lining: Not reported Conosion Protection: Nat reported Spill Contamination Installed Date: Not reported Overfill Prevention Installed Data: Nat reported Piping Type: Not reported Piping Aboveground: Not reported Piping Underground: Not reported Piping Constrection: Not reported Piping CansWCticn Aboveground: Not reported Piping ConsWCtion Underground: Not reported Piping Materiel: Not reported Other Pipvrg Materiel: Not reported Piping Material Aboveground: Not reported Piping Matedal Underground: Not reported Pipe Leak Detection: Nat reported Estimated Last Data used: Na reported Estimated Quantity Remaining: Nat reported Inert FWng: Not reported Jurisdidlan: Not reported Olher Tank System: Not reported Omer Tank Leak Detection: Not reported Omer Pipe Leak Detecion: Nat reported Methanol CompetiDb: Not reporetl EDR ID Number Database(s) EPA ID Number 0001599790 E21 029E DAMS PONTVIClTOYOTA HIST UST 7000248373 South 6450 DUBLIN C'T HAD9ET WA 1!8.114 DUSLIN, CA 94568 807 R Higher Site 5 0} 6 in cluster E NAZMET: Gepaid: CAD9ffi336943 Tepaid: CAD980887418 Gen County. 7 Tsd County: 1 Tons: .8340 Category. Westa oil and mixed oil Disposal Memod: Reryder Confect Not reported Telephone: (000)000-0000 MaBkrg Addmss: 6950 DUBLIN GT DUBLW, CA 94568 - 3137 Caunry 7 Gepald: CAD9ffi336943 Tepaid: CAD980887418 Gen Coumy: 7 red county. t Tons: 9.2573 Category. Aqueous solution with less Nan 10% total organic residues Disposal McNOd: Trensfer Station Contact Not reported Telephone: (000) ODO-0000 Mailing Address: 6450 DUBLIN CT DUBLIN, CA 94568 - 3137 County 7 TC0824630.2r Pege 23 Map ID --- -- - .~-.=MAPFINDINGS ~~~ ~ ~ - Diredion ~- Distance Distance (ftJ . Elevation Site OZ2~ DAVI9 PONTIAClTOYOTA (Corrtlnued) Gepaid: CAD982336943 Tepaid: CAD980887418 Gen County: 7 Tsd County: 1 Tons: .5212 Category: Waste ail and mixed oil Disposal Method : Recycler Goofed: Not reported Telephone: (000) 000.0000 Mailing Adtlress: 6450 DUBLIN CT DUBLIN, CA 94566 - 3137 County 7 Gepaid: CAD982336943 Tepaitl: CAD9e2446890 Gen County: 7 Tsd Caunry: San Joaquin Tons: 12510 Category. Aqueous soludon with less then 10% total organic residues Disposal Methotl: Transfer Station Contact: Not reported Telephone: (000) 000.0000 Mailing Address: 6450 DUBLIN CT DUBLIN, CA 94568 - 3137 County 7 Gepaid: CA098233fi943 Tepaitl: CAD980887418 Gen County. 7 Tsd County. 1 Tans: 10.4250 Category: Aqueous solutlon with less than 10% total organic residues Disposal Method: Transfer Stadon Goofed: Not reported Telephone: (000) 000.0000 Mail'vrg Address: 6450 DUBLIN CT DUBLIN, CA 94568 - 3137 County 7 The CA HAZNET database cantairrs 27 addi0onal records for Nis site. Please contact your EDR Account Executive for more information. UST HIST: Fadllty lD: fi3914 Tank Num; 1 Container Num: 1 Tank Capacity: 2000 Year Installed: 1982 Tank Used tor. PRODUCT Type of Fuel: UNLEADED Tenk Construction: Not reported Leek Detection: None Conrad Name: OZZIE DAVIS Telephone: (415) 829-7700 Total Tanks: 3 Ragian: STATE Fadllry Type: 2 Other Type: AUTO DEALER FaciOty ID: 63914 Tank Num: 2 Container Num: 2 Tenk Capacity: 2000 Year Installetl: Not reported Tank Used for. PRODUCT Type of Fuel: DIESEL Tank Constructfan: Not reported EDR ID Number Database(s) EPA ID Number 1000248375 TC0824630.2r Page 24 Map ID Direction DLstance Distance (R) Elevation Site ' MAPfINDINGS~~~ ~ ' O2ZIE DAWS PONTUIClTOYOTA (Continued) Leak Detection Conrad Name: Total Tanks: FadGry Type: Fatiliry ID: Tank Num: Tank Capadry: Tank Used tor. Typo of Fuel: Leak DeteeBan Goofed Name: TodlTenks: Fadliry Type: None OZZIE DAVIS 3 2 63914 3 500 WASTE WASTE OIL None OZZIE DAVIS 3 2 E22 SHELL, GREEN RIVER South 4721 W GREEN RNER RD 118.114 CORONA, CA 91720 867 R Hlghar Slta 6 of 6 In duster E State UST: FadlirylD: 699 Toml Tanks: 1 Region: STATE Local Agency: 33066 UST Riverside County. Region: Rp/ERSIDE Total Tanks: 4 F23 UNION OIL SSD6419 East 6401 DUBLIN BLVD 118-114 DUBLW, CA 94568 812 R Higher Site 1 of 171n cluster F UST KIST: Fediry ID: 30763 Tank Num: 1 Tank Capadry: 10000 Tank Used for. PRODUCT Type of Fuel: UNLEADED Leak Detectlom Stock Inventor Goofed Name: JAMES L. WOODARD Toil Tanks: 3 Fadliry Type: 1 Fadliry lD: 30763 ' Tank NUm: 2 Tank Capadry: 10000 Tank Used for. PRODUCT Type of Fuel: PREMNM Leak Detecton: Stock Inventor Canted Name: JAMES L. WOODARD Total Tanks: 3 Fa Wiry Type: 1 Fadliry lD: 30763 Telephone: (415) 8237700 Region: STATE Other Type: AUTO DEALER Container Num: 3 Year Installed: Not reported Tank Construction: Not reported Telephone: (415) 8237700 Region: STATE Other Type: AUTO DEALER EDR ID Number Database(s) EPA ID Number 1880248375 UST U003241788 NIA HIST UST 0001598184 NIA Container Num: 64131-1 Year Installed: 1973 Tank Canstruc5on: Not reported Teephone: (415) 828-8159 Region: STATE Other Type: Nd reported Container Num: 64132-1 Year Installed: 1973 Tank Cornwctlon: Not reported Telephone: (415) 82&8159 Region: STATE Other Type: Nd reported TC0824630.2r Page 25 Map ro Diregian Dlttance Distance (ft.) Elevation Site UNION OIL SSN8419 (Contlnrrod) Tank Num: 3 Tank Capacity: 550 Tank Used for. WASTE Type of Fuel: WASTE OIL Leak Detection: Stack Inventor Confect Name: JAMES L. WOODARD Totes Tanks: 3 Fedlity Type: 1 F24 TOSCO NORTHWEST CO NO 71120 East 8400 DUBLW DLVD 118-114 DUBLIN, CA 94568 812 R Higher Ske 2 of 17 in cluster F RCRIS: Ovmer. TOSCO NORTHWEST CO (206)442-7000 EPA ID: CAR000000224 Concoct LYNN CHUN (206)442.7193 Classficadon: Small Ouan0ty Generator Used Oil Recyc: No TSDF Actlvities: Not reported VioWtion Status: No violations found EDR ID Number Database(s) EPA ID Number 0001598184 RCRISSOG 1008984913 FlNDS CAR000000224 FINDS: Omer Pertinent Envirenmental Activity Itlentified at Site: Fedlity Registry System (FRS) Resoume Conservation and Recovery Act IMOnnatlon system (RCRAINFO) F2S UNION OIL SSS 6419 HIST UST 1000187407 East 6481 DUBLIN BLVD HAZNEi NIA 118.114 DUBLIN, CA 94568 Corse 812 R Higher Ske 3 of 171n cluster F HAZNE7: Gepeid: CAD982059099 Telmid: CAD980887418 Gen County. 1 Tsd County: 1 Tans: .0208 Category. Wesie oil end mizetl oil Disposal Memad: Recycler Contact: UNION OIL COMPANY OF CALIFORNI Telephone: (714)428-6560 Mailing Address: PO BOX 25376 SANTA ANA, CA 92799 -5376 County 1 Container Num: 6619-1 Year Installed: Not reported Tank Construction: Not reported Telephone: (415)828.8159 Region: STATE Omer Type: Not reported TC0824630.2r Page 26 MaP ID - ~ ~ . 2MARF.INDINGS. _ _ Direction - DLttarrce Distance (k.) Elevation Site UNION OIL SSf! 6419 (Contlnued) Gepeid: CAD982D59099 Tepakl: CA0009452657 Gen Courrty. 1 Tsd Caunry: San Mateo Tons: .8965 Category: Unspedfied organic liquid mixture Disposal Method: Recyder Contact UNION OIL COMPANY OF CALIFORNI Tekphane: (714) 428.6560 Mailing Address: PO BOX 25376 SANTA ANA, CA 92799.5376 County t Gepaid: CAD982059099 Tepaid: CA0009452657 Gen County: 1 Tsd Caumy. San Mateo Tons: .0917 Category: Aqueous solution with 10%or more total organic residues Diposal Method: Recycler ContaG: UNION OIL COMPANY OF CALIFORNI Telephone: (714) 428-6560 Maiing Address: PO BOX 25376 SANTA ANA, CA 92799 -5376 County 1 Gepaid: CAD982059099 Tepaid: CA0009452657 Gen Coumy. 1 Tstl Caurtry: San Mateo ' runs: .n+a Category: Unsperifled organic Iquid mixture Disposal Method: Racyder Contact UNION OIL COMPANY OF CALIFORNI Telephone: (714) 42&6560 Meil'mg Address: PO BOX 25378 SANTA ANA, CA 92799 -5376 Courdy 1 Gepaid: CAD982059099 Tepaitl: CAD009452657 Gen County. 1 Tsd County: San Mateo Tons: - .1257 Category. Aqueous soluton with 10%or more total organic residues Disposal Method: Recrcler Contact UNION OIL COMPANY OF CALIFORNI Telephone: (714) 428-6560 Melling Address: PO BOX 25376 SANTA ANA, CA 92799 -5378 Caunry i Tha CA HAZNET database contains 15 additiorrel records far this site. Please contact your EDR Axount Executive for rtrore information. CORTESE: Reg Id: 01-1568 Region: CORTESE Reg By: Leaking Underground Storage Tanks EDR ID Number Database(s) EPA ID Number 1000167407 TC11024630.2r Page 27 Mep ID '- ~.'tMAP_'FINDINGS~ -~ '_ ~ - Direction ~" ~ - Distarus Distance (ft.) Elevation Site EDR ID Numher Database(s) EPA ID Number UNION OIL SSp 8619 (Continued) 1000167407 UST HIST: FadlitylD: 80876 Tank Num: 7 Container Num: 6419-70-1 Tank Caparay: 0 Year Installed: Not reported Tank Used for. WASTE Type of Ftml: Not Reported Tank ConsWction: 6 inMo Leak Oetectlan: VLsual ' Concoct Name: JAMES L. WOODARD Telephone: (475) 8288159 Total Tanks: 1 Region: STATE Fedliy Type: 1 Other Type: Not reported F28 RESIDENCE UST U003803695 East 447 BUSH STREET NIA 118.114 , CA at2ft. HFgher Site 4 o1171n cluster F UST San Frarteeco Count': Fadiiy ID: 2096 Case Number. Not reported Tank ID: Not reported Tank Capacity: Not reported Manufacturer. Not reported Date Iretalled: Not reported Other Imerior Uning: Not reported Receive Date: 6127/450:00:00 Close Dale: 7/18!950:00:00 Owner Name: Not reported Certified Data: tL7I95 0:00:00 Flag: CLOSED Qttrer Cortosion Pmtecdon: Not reported Dmp Tube: NM reportetl SWker Plate: Not reported Dispenser. Not reported Contents A: Nat reported Contents B: Nat reported Contents C: Not reported Mailbtg Name: Not reportetl Maifmg Address: Not reported Omer Substance: Not reported Tank Construction Type: Not reported Tank Material: Nat reported Interior Lining: Not reported Cortosion Pretection: Not reported Spill Contamination Installed pate: Not reported Overflil Preventbn Installed Gate: Not roported Pittktg Typo; Not reported Piping AbovegrcurW: Not reported Piping Underground: Nat reported Piping Conswctlon: Not reported Piping ConsWCdon Abovegrotmd: Not roported Piping C.OrIStNCtiOn Undergound: Not reported Piping Me[eniaL• Not reported OUer Piping Material: Not roportetl Piping Material ADovegrouttd: Not reported Piping Material Underground: Not reported Pipe Leek De[ectlon: Not reported Estlmated Last Date Used: Not reported Estimated Quantity Remaining: Not reported Inert Filing: Not reported Juristlktion: Not reported Other Tank System: Nol reported Other Tank Leak Detectbn: Nat reported TC082d630.Zr Page 28 Map ID ' .. ~ EMAp'FINDINGS' Direction Distance Distance (ft.) EDR ID Number Elevation Site Database(s) EPA ID Number RESIDENCE (Cadinued) 0003803696 Other Pipe Leak Detedion: Not reported Methanol Compatible: Not reported F27 BP Cortese S704184379 East 6400 DUBLIN BLVD N1A 118.1/4 DUBLOJ, CA 94568 812 R Higher ~ Site 5 d 77 in cluster F CORTESE: ' Reg Id: 01-1556 Region: CORTESE Rag By: Leaking Underground Storage Tanks FZ8 UNOCAL 5TATIDN #6419 LUST S70502162T t East 6401 DUBLIN BLVD NIA _ 1!8.114 DUBLW, CA 94588 812 R Higher Slte 6 d 171n cluster F LUST Alameda Coun[p. Region : ALAMEDA Status : Determining s0e status and notify state board Fadliry Type : Other ground water affected Case Closed : -4 LOP Status : Active Source of Funtl : Federal Substance : Gasoline Multiple Responsible Parties : Yes j F29 FRED'S AUTO BP OIL 011120 LUST 5106021524 East 6400 DUBLIN BLVD ~ NIA 118-1/4 DUBLW, CA 94566 612 R Higher SHe 7 d 171n cluster F LUST Alameda County: Region : ALAMEDA • Status : ~ IdenlNy 8rM notHy owner FaaTdy Type : Other ground water atfeded ^ Case Closed : 1t -o- LOP Status : { R Source cf Fund : Fedeml Substance: Gasoline Muldple Responsible Pertles : Yes ' F30 DUBLIN 76 (CUPA) 2611120 UST 0003865008 East 6400 DUBLIN BLVD ~ NIA 118-114 DUBLIN, CA 812 R Higher Site 8 d 17 in cluster F UST Alameda County. ~ Regon: ALAMEDA i Total Tanks : 3 FadOty Desc : UST - 3 ' d TC0824630.2t Page 29 L Map ID Diret2ion DLStartw Distanw (ft.) Elevation Site F31 East 1/8.114 812 ft. Higher - '-' ---'-c~MAB FINDINGS- ~ ~ - RESIDENCE 1020 UNION STREET ,CA Site 9 of 17 in cluster F State LUST: Cress SheeL• Not reported Qty Leaked: Not reported Case Number 01-1566 Reg Board: San Frenraco Bay Region Chemical: Gasoline Leed Agency: LacalAgency Lawl Agency : 01000 Case Type: Other greuntl water aHectad Status: Signed oH, remedial action completed ar deemed unnecessary Count'. Alameda Ahate Metttod: Exwvete and Dispose -remove contaminated so0 and dispose in approved see Review Dale: Not reported Confine Leak: Not reported Warkplan: Not reported Prelim Assess: Not repartetl Pollution Char. Not reported Remed Plan: Noi reported Remed Action: Not reported Monitoring: Not reported Close Date: 3/15/1999 Release Date: 11!1&1992 Cleanup Fund Id :Not reportetl Discover Date : 1111911992 Ettforcemant Ot : Not reported Errt Type: Not reported Enter Date : 6/17/1993 FuMing: Federal Funds Stag initials: UNK How Discovered: Tank Closure How Stopped: Close Tank In[enm : Yes Leek Cause: Unknown Leak Sourw: Unknown MTBE Date : 1/2/1965 Max MTBE GW ; 37000 MTBE Tested: MTBE Detected. Site tasted~for MTBE & MTBE detected Pdodty: Not reportatl Local Case # : 2096 Beneficial: Not reported arse: cTH GW ~la0firs : Not reported Max MTBE So0 ; Not reported Soil OualFfies ; Not reportetl Hydr Basin #: Nat reported Operator: Not reported Oversight Prgm: Local Oversight Progrem UST Oversight Prgm : LOP Review Data : 6/17!1999 Stop Date : 11/1&1992 Work Suspentled N Resporrsrble PadyBLANK RP RP Address: Not reported Global ld: 70600101432 Org Name: Not reported Contact Person: Not reported EDR ID Number Database(s) EPA ID Numfxr UST 0003859385 LUST N/A TC0824630.2r Page 30 Map tD •MAP FINDINGS. Direction Otstartce Distance (R.) Elevation Site RESIDENCE (Corttlrtuad) MTBE Canc: 1 Mtbe Fuel: 1 Water System Name: Not reported Well Name: Not reported Distance To Lust 2516.fi552005159549697956109699 Waste Discharge Glohal lD: Not reported Waste Disch Assigned Name: Not reported LUST Region 2• Region: Fedllry Id: Entered Dare: Fedliry Status: Maximum Soil Concentration: Maxmum Groundwater Impact: County: Conant Benzene: MTBE Detected in GW: MTBE Detected in SoG: MTBE: MTBE Qualify: UST San FrencLvco County: Fadllry ID: 2095 Tank ID: Not reported Manufacturer. Not reponed Other Interior LInNg: Receive Date: 7/10/95 0:00:00 Owner Name: Not reponed Certfied Date: Not reported Flag: CLOSED Other Conosbn Protecllon: Drop Tuhe: Not reported Striker Plate: Not reported Cantan$ A: Nat reported Contends B: Not reported Conterrts C: Not reportatl Mailing Name: Not reported Meiling Atldresa: Nat reportatl Other SuGStante: Not repor0ad Tank Cpmtruetbn Type: Tank Material: Interior Lining: Corrosion Protectlon: Spill Confaminatlon Installed Date: Overfill Prevention Installed Date: Piping Type: Piping Aboveground: Piping Underground: Piping Constrectlon: Piping GOnsWUion Ahovegrowd: Piping Comtrealon Underground: Piping Material: Other Piping Material: Piping Materiel Aboveground: Piping Material Underground: Pipe Leak Detection: Estimated Last Date Used: 2 01-1556 05/17!1993 Signed aR, remedial action completed or deemed unnecessary 2700 37000 Alameda 0 37000 Not reported 0 ND Not reported Nat reported Nat reported Not reported Not reported Not reported Not reported Not reported Nat reported Not reported Not reportetl Not reported Not reported Not reportetl Not reported Not reported Not reported Not reported Not reported Not reported Case Number: Not reported Tank Capacity: Not reported Date Installed: Not repartetl Close Data: 7/18195 0:00:00 Dispenser. Not reported EDR ID Number Database(s) EPA ID Number 0003659385 TC0824630.2r Pege 31 Map ID ~~~ - ~~ _~~ 'rMAP F.INDINGS:" ~ - Direcdon ~ Distance Dislanee (h.) Elavatlon SRe RE9~ENCE (Contlnued) Estimated Ouantlty Remaining: Not reported Inert Filing: Not reported JurLsdlt9lon: Not reported Other Tank System: Not reported Other Tank Leak Deteaien: Not reported Other Pipe Leak Detection: Not reported Methanol Competibb: Nat reported EDR ID Number Database(s) EPA ID Number F32 UNIVERSRV CHEVRON East 2950 NUTWOOD AVE 118-114 FULLERTON, CA 92837 elzn Higher Site to of 171n duster F State LUST: Cross Street DOUGHERTY Dry Leaked: Nat reported Case Number 01-1588 Reg Board: San Frendsco Bay Region Chemiml: Gasoline Lead Agenq: Local Agency Lopl Agenq : 01000 Case Type: Other ground water affected Status: Preliminary site assessment underway County. Alameda Abate Method: Enhanced Biodegredatbn - use of any available technology to promote bacterial decomposition of wntamirrants Review Date: Not reported Confine Leak: Not reported WoMplan: 1YL1965 Prelim Assess: V2/1965 Pollutlon Char. Not reported - Remed Plan: Not reported Remed Adion: Not reported Monhonng: Na reported Cioae Date: Not reported Release Dale: 9/7/1993 Cleanup Fund Id :Not reported OLscover Date : 9!!/1993 Enforcement Dt : Nd reported ErtF Type: Not reported Enter Date : 6/1711993 Funding: Federal Funds Staff Initials: UNK How Diswvered: Tank Closure Haw 9tapped: Repair Tank Intedm : Yes Leek Cause: Unknown Leak Source: Unknown MTBE Date : 12/'1985 Max MTBE GW : 42800 MTBE Tasted: MTBE Detected. Site tested for MTBE 8 MTBE detedatl Pdodty: Not reported Local Case #: 2096 Benetiaal: Not reported scan: cTH GW Oualifles : Nat reported Max MTBE Soii : Not reported Sal Qualifies : Not reported Hydr Basin #: Not reported Operator: Not reported Oversight Prgm: Local Oversight Program UST Oversight Prgm : LOP 0003859785 UST U003713429 LUST NIA TCOB2463D.2r Page 32 Mep ID ~ ~MAP'FINDINGS:" _ "_" - Diredion - Distance Distance (ft.) Elevation Site UNIVERSITY CHEVRON (Centlnuetl) Review Date : 82/1001 Stop Date : 9(711993 Work SusperWed N Responsible PartyELANK RP RP Adtlress: Not reported Global ltl: 70600101443 Org Name: Not reported Conmd Person: Nat reported MTBE Conc: 1 Mtbe Fuel 1 Weer System Name: Not reportetl Well Nanre: Not reported Distance To Lust 2516.6552005159549897958109899 Waste Discharge Gobal ID: Not reported Waste Dlsch Assigned Name: Not reported LUST Region 2 Region: FadSry Id: Entered Dale: Fedliry Status: Maximum Soil ConcentraUOn: Maximum Groundwater Impact: County: Cunent 8er¢ene: MTBE Detected In GW: MTBE Detected in Soil: MTBE: MTBE Qualify. State UST: Fadiiry ID: 2096 Total Tanks: 1 Region: STATE Local Agency. 30013 F33 NIOBLL SERVICE STATION East 6460 DUBLIN BLVD 116.114 ~ DUBLIN, CA 94568 612 R Higher Site 11 of 1T In cluster F 2 01-1568 osmnss3 Preliminary site assessment underway 0 321100 Alameda Not reported 42800 Nat reported 42800 Not reported UST HIST: FadlirylD: 39593 Tank Num: 1 Tank Capadty. 9940 Tank Used for. PRODUCT Type of Fuel: UNLEADED Leak OetecSon: Visual, Stock Inventor, Pressure Test Conrad Name: SALEH KARAMAN Toml Tenka: 3 Fadlity Type: ' 1 FadOry ID: 39593 Tank Num: 2 Tank Capadry: 8000 Tank USed for. PRODUCT Type of Fuel: REGULAR Leak Detectlon: Visual, Stock Inventor, Pressure Test Conrad Name: SALEH KARAMAN EDR ID Number Database(s) EPA ID Number 0003713429 HLST UST 0001598177 N!A Container Num: 1 Year Installetl: 1972 Tank Corutrudion: Not reported Telephone: (415) 82&1830 Regon: STATE Other Type: Not reported Container Num: 2 Year Installed: 1972 Tank Coretructlon: Not reported Telephone: (415) 828-1830 `7 3 e TC0824630.2r Page 33 I Mapro Direction Distance Distance (ft.) ~Elevatfon Site _-MAP-FINDINGS.. - MOBIL SERVICE STATION (Corttlnued) I Total Tanks: 3 Fadlity Type: 1 ~ Fadlity ID: 39593 I Tank Num: I 3 ~ Tank Ca d pe ry: 5000 Tank Used tor. PRODUCT ' Typa of Fuel: Not Reported Leak Detecdon: Visuat, Stock Irnentor, Pressure Test Conrad Nama: SALEH KARAMAN Total Tanks: 3 Fadlity Type: 1 Region: STATE Other Type: Not reported Container Num: 3 Year Installed: 1972 Tank DOnSWCtIOn: Not reported Telephone: (415) 828.1830 Region: STATE Other Type: Not reported EDR ID Number Database(s) EPA ID Number uoots96n7 F34 WOODARD'S UNN)N SERVICE East 6401 DUBLIN BLVD 118.114 DUBLW, CA 94568 812 tt Higher Ske 12 of 17In duster F UST HIST: Fadliry ID: 59678 Tank Num: 1 Tank Capady: 0 Tank Used for. PRODUCT Type of FueL• UNLEADED Leak Detection: Stock Inventor Contact Name: OWNER/OPER Total Tanks: 3 Fadllty Type: 1 FadlFty ID: 59678 Tank Num: 2 Tank Capacity: 0 Tank Usetl for. PRODUCT Typo of Fuel: PREMIUM Leak Detection: Stock Inventor Coned Name; OWNERlOPER Total Tanks: 3 Fadllty Type: 1 Fadlity 10: 59678 Tank Num: 3 Tank Capady: 0 Tank Used for. PRODUCT Type of Fuel: UNLEADED Leak De[eceon: Stodt Inventor Conrad Name: OWNERIOPER Total Tanks: 3 Fadlily Type: 1 r HIST UST 0001598187 NIA Container Num: 1 Year Installed: Not reported Tank Canstructlon: Not reported Telephone: (415)829.3106 Region: STATE Ocher Type: Not reported Contekrer Num: 2 Year Installed: Not reported Tank Construction: Nat reported Telephone: (415) 8233106 Region: STATE Other Type: Not reported - Container Num: 3 Year Installed: Not reported Tank Coretructbn: Nat reported Telephone: (415) 8233106 Region: STATE Other Typo: Not reported F35 BP OR COMPANY East 6400 DUBLIN BLVD LIB-t/4 DUBLW, CA 94568 812 h Hlghar SHe 13 of 171n duetar F HA2NET 5102430454 N/A TC0824630.2r Page 3d Map ID ~ -" `=MAP FINDINGS' Direction Distance Distance (R.) EDR ID Number Elevation Site Database(s) EPA ID Number 8P O0. COMPANY (Continued) 5102430456 HAZNET: Gepaid: CAL000035356 Tepaid: CAD009452657 Gen County. 1 Tsd County. San Mateo Tons: .1334 Category ~ Unspedfied solvent mixNra Waste Disposal Method: Recyder Contact TOSCO NORTHWEST COMPANY Telephone: (000) 000-000D Mailing Addmss: 601 UNION STREET SEATTLE, WA 98101 County 1 F36 A & N B. P. PETROLEUM SRV. STATION HAZNET 5703667846 Eaat 6400 DUBLIN BLVD. WA 118.1!4 DUBLIN, CA 94568 812 R Higher site to or n rn ausmr F HAZNET: Gepaid: CAC001015328 Tepeid: CAO980887418 Gen County: 1 Tsd County. 1 Toro: 2.0850 Category. Waste al and mixed oil Disposal Methotl: Recycler Contact: MIKE NIAKAN, OWNER - Telephone: (000) 000-0000 Mailing Address: 6600 DUBLIN BLVD. DUBLIN, CA 94568 County 1 F37 PRO WASH 05748 UST 0003855014 East 6401 DUBLIN BLVD NIA 118.1/4 DUBLNI, CA 872 R Higher Site 75 of 17 in Guater F UST Alameda County. Region : ~ ALAMEDA Total Tama : 2 Faality Desc : UST - 2 F38 CIRCLE K STORES INC STATION 05748 HAZNET 5703958547 East 6401 DUBLIN BLVD NIA 718-114 DUBLIN, CA 94568 - 672 R Higher Site 16 of 77 In Guater F r I TC0824630.2r Page 35 Map ID ~ ~ =MAR~FINDINGS. '. ~ ~ ~ 9 Direction - Dlsranca Distance (ft.) Elevation Site CIRCLE K STORES INC STATION #5748 (Contlnued) HAZNET: Gepaid: CAL000169244 Tepaid: CAD009452657 Gen Courrty. 1 Tsd County. San Mateo Tons: .6713 Category. Aqueous solution with 10% or more total organic residues Disposal Method : Recycler ConlBCt: TOSCO MARKETING Telephone: (602) 728-4180 MaflNg Address: P 0 BOX 52085 PHOENIX, AZ 85072 - 2086 County 1 Gepaid: CALIX)0169244 Tepaid: CAD009452657 Gen County. 1 Tstl Coumy. San Mateo Tort: .2793 Category. Aqueous solu0on with less than 10% total organic residues Disposal Medrod: Recycler ConteG: TOSCO MARKETING Telephone: (602) 728180 Mailhrg Address: P O BOX 52085 PHOENIX, AZ 85072.2085 Caunry 1 Gepaid: CAL000169244 Tepald: CAD009452657 Gan Caumy 1 Tsd County. San Mateo Tons: .3042 Category: Aqueous solution wi0r 10% ar more total organic residues DLsposal Methotl: Recydar Contact: TOSCO MARKETNG Telephone: (602) 728.4180 Maii'erg Address: P O BOX 52085 PHOENIX, AZ 85072 - 2085 Caunry 1 Gepaid: CAL000169244 Tepeid: CA0009452657 Gen County. 1 Tsd County. Sen Mateo Tons: 1.6096 Category: Aqueous solution with 10%or more fatal organic residues Disposal Method: Not reported ConmG: ~ TOSCO MARKETING Telephone: (602) 7284180 Mailing Address: P O BOX 52085 PHOENIX, AZ 85072.2085 County 1 EDR ID Number Database(s) EPA ID Number '5103956347 TC0824630.2r Page 36 Map ID - _ +:MAPFINDINGS' ~ ' Direction Distance Distance (R.) Elevation Site CBtCLE K STORES PIC STATION 95748 (Cordinued) Gepaid: CAL000169244 Tepaid: CAD009452657 Gen County. t Tstl County. San Mateo Tons: 0.7542 Category. Aqueous solution with 10% or more total organic residues Disposal Method: Recyder Contact TOSCO MARKETING Telephone: (602)728.4180 Mailing Address: P O BOX 52085 PHOENIX, AZ 85072 - 2085 County 7 EDR ID Number Database(s) EPA ID Number S783958547 F39 TOSCO NORTHWEST CO 911720 HAZNEf S103992280 East 8400 DUBLIN BLVD NIA 118.114 DUBLIN, CA 94568 812 R Higher Slta 17 of 171n tluster F HAZNET: ' Gepald: cAROgogoozza Tapatd: CAD009452657 Gen County. 1 Tsd County: San Mateo Tons: .6427 Category. Aqueous solution witlt 10%ar more total organic residues Disposal Method: Regtler Contact: TOSCO MARKETING Telephone: (602) 7284180 Melling Address: P O BOX 52085 PHOENU(, AZ 85072-2085 Coumy 7 Gepaid: CAR000000224 Tepeitl: CAG980887418 Gen County. 1 Tsd County. 1 Tans: 12510 Category: Waste oil and mixed oil Disposal Method: Recycler Contatl: TOSCO MARKETING Telephone: (602) 728.4180 Malitrrg Address: P O BOX 52085 PHOENIX, AZ 85072-2085 Courtly 1 Gepaid: CAR000000224 Tepeld: CAD009486392 Gen County. 1 Tsd Cmmty: 7 Tons: 4.871X) Category. Other empty containers 30 galbns ar more Disposal Method: Disposal, OMer Contact: TOSCO MARKETING Telephone: (602) 72&4780 Mail'mg Address: P O BOX 52085 PHOENIX, AZ 85072 -2085 County 7 TC0824630.2r Pege 37 Map ID ~ ~ ~ MAWFINDINGS'-= ~ ~ - - Direcdon ~~ Distance Distance (H.) Elevation Site TOSCO NORTHWEST CO #11120 (Corrtnuad) GepaM: CAR000000224 Tepaid: CAD009452657 Gen Count'. 1 Tsd Count'. San Mateo Tore: .0836 Category: Aqueous solution with less than 10% total organic residues Disposal Method: RecyGer Conma: TOSCO MARKETING Telephone: (602) 728-0180 Mailing Address: P 0 BOX 52085 PHOENIX, AZ 85072 - 2085 County 1 Gepaid: CAR000000224 Tepaid: CAD009452657 Gen County. 1 Tsd Courrty. San Mateo Tons: .7459 Category: Waste oil and maed oil Disposal Method: Recycler Contact: TOSCO MARKETING Teleph9ne: (602) 726-4160 Mailing Address: P O BOX 52085 PHOENIX, AZ 85072 - 2065 County 1 EDR ID Number Database(s) EPA ID Numher 40 MIRACLE AUTO PAINTING RCRISSOG ESE 6568 SCARLETT CT FlNOS 116.114 DUBLIN, CA 94568 HA~~ 872 R Higher RCRIS: Owner. ALCO, INC (475) 828-8400 EPA ID: CAD981376033 Contact• ENVIRONMENTAL MANAGER (415) 828$400 Ctassificatl9n: SmaO Quantlry Generator used ou Recyc: No TSDF AaNitles: Not reported Violetbn Status: No violetlons found FINDS: Other PeNnent Env4onmen[al Aaiviry WenYdted at Site: AIRS FadBry System (AIRSfAFS) Faaliry Registry System (FRS) National Emissions Trends (NETJ Resource Conservatlon end Recovery Aa Infonnatbn system (RCRAINFO) 3193992269 1990144256 CAD961376833 TC0824630.2r Page 36 Map ID DireGion Distance Distance (ft.) Elavatlon Site ' . " ±.MAP~F.INDINGS '.. EDR ID Number Database(s) EPA ID Number MIRACLE AUTO PAINTING (Cordinued) 1000144256 HAZNET: Gepaid: CAD981376833 Tepald: CAD008302903 Gen County: 1 Tsd County. Los Angeles Tons: .4587 Category. Oxygenated solvents (acetone, butanol, eNyl acetate, etc.) Disposal Method: RecyGer Contact: Not reported Telephone: (000}0040000 Mailing Address: P O BOX 2209 DUBLIN, CA 94568 County 1 G41 KAHLER'S ENTERPRISES INC HAZNET 5100885490 NNE 8117 DOUGHERTY NIA 11&114 DUBL04, CA 94588 851 R Higher Siteiof4in cluslerG ' HAZNET Gepaid: CAL000021034 Tepaid: CAD980887418 Gen County. 1 Tsd Coumy. 1 Tons: .5629 Category. Aqueous solution with less than 10% total organic residues DLSposal Memotl : Transfer Station Canlact KAHLER ENTERPRISES INC Telephone: (000) 000.0000 Mailing Address: 6117 DOUGHERTY RD DUBLIN, CA 94568 Coumy 1 Gepaid: CAL000021034 Tepaid: CAD980887418 Gen County. 1 Ted County. 1 Tons: 0.3544 Category. Waste dl and m&ed oil Disposal Method: Recycler Conhact• KAHLER ENTERPRISES INC Telephone: (000) 006-0000 Mailing Address: 6117 DOUGHERTY RD DUBLIN, CA 94568 County 1 Gepaid: CAL000021034 Tepald: CAD982446874 Gen County. i Tsd County. Yob Tons: 1.3552 Category. Aqueous solution with less Man 10% total organic residues Disposal Method : Transfer StaBon Contact: KP.HLER ENTERPRISES INC Telephone: (000) 000-0000 Mailhtg Address: 6117 DOUGHERTY RD DUBLIN, CA 94586 County 1 TC0824630.2r Pege 39 Map ID - - ' ~. 'MAP.'FINDINGS-.' `-. ~ . Direction - - ' Distance Distance (tt.) Elevation Site 17AHLER'9 ENTERPRISE9INC (Cwdinued) Gepaid: CAL0000211734 Tepaid: CAD980667418 Gen Coumy: 1 Tsd County: 1 Tons: 12927 Category. Aqueous solutlon with less then 10% total organic residues Disposal Method : Transfer Stabon Conraa: KAHLER ENTERPRISES INC Telephone: (000) 0060000 Melling Adtlress: 6117 DOUGHERTY RD DUBLIN, CA 94568 Courdy 1 Gepaid: CAL000021034 Tapald: CAD980687418 Gen County: 1 Tstl County. 7 Tons: 1.1676 Category. Aqueous solution with less than 10% total organic residues Disposal Method: Transfer Station Contact: KAHLER ENTERPRISES INC Telephone: (000) 000.0000 MaNbig Address: 6117 DOUGNERTY RD DUBLIN, CA 94568 County 1 EDR ID Number Database(s) EPA ID Number S100865490 The CA HAZNEf database contours 6 additlonal remrds for Mis site. Please mntact your EDR Acmunt Executlve for nrore intortnation. 42 PAKNSAVE #3707 HAZNET S702795876 WSW 6605 DUBLIN BLVD Nlq 118-t14 DUBLW, CA 94568 938 h Nigher HAZNET: Gepeid: CAC000686240 Tepaid: CATD60014079 Gen County. 1 Tsd County. 7 ' Torrs: 2000 Category: Other organic solids Disposal Methotl : Transfer Station Cantata: PAK N SAVE #3107 Telephone: (000} 000-0000 Meiling Adtlress: SAFEWAY INC/KENT STEFI F FREMONT, CA 94538 County 1 Gepaid: CAC000866240 Tepaid: CAT080014079 Gen County: 1 Tsd County. 7 Tans: .4170 Category. Waste oil antl mixed oil Disposal Method: Transfer Station Contact: PAK N SAVE #3107 Telephone: (000) 006001]0 Melling Addrem: SAFEWAY INGKENT STEELS TC0824630.2r Page 40 Mapro ~ ~ ~MAR~FINDINGS` Diredan DLttance DLstartca (ft.) ~ EDR ID Number Elevation Site Database(s) EPA ID Numf»r PAK N SAVE #3107 (Contlnued) 9102795976 FREMONT, CA 94538 County 1 G43 RESmENCE UST 0003713557 'NNE 152D CALIFORNIA STREET LUST NIA 118.114 , CA 949 R Htgher Site 2 of 4 in duster G State LUST: Cross StreeC Not reported Oty Leaked: Not reported Case Number 01-0074 Reg Board: San Frandsen Bay Region Chemipl: Waste OII Lead Agency: Loral Agency Loral Agency: -01000 Casa Type: Other ground wader affectetl - . Status: Signed aft, remedial action completed dr deemed unnecessary County: Alameda Abate Method: Exovata and Dispose -remove coniaminated sod and dispose in approved site, Excavate and Treat • remove contaminated soil and treat (ndudes spreading or Wrrtl farming) Rav'row Date: Not reported Conflrtn Leak: Na[ reported Workplan: 819/1999 Prelim Assess: 819!1989 PoOuticn Char. Nat reported Remed Plan: Not reported Remed Actlan: Not reported Monitodng: Nat reported Close Data: 228!1995 Release Date: 3/3V1989 Cleanup Fund Id :Nat reported - Discover Date : 313111989 Errforcement Ot : Not reported Enf Type: Nat reported Enter Date : fil6/1989 Funding: Federal Funds Staff IniBals: UNK Hex Discovered: Tank Closure Now Stopped: Close Tank Interim : Yes Leak Cause: Structure FeOure Leak Source: Tank MTBE Dete : Not reported Max MTBE GW : Not reported MTBE Tested: Nat Requved to be Tested. Priority. Not reported Ism cases : zzza Beneficial: Not reported Stott: CTFi GW Ouafi6es : Not reported Max MTBE Soil : Ndt reported ' Shc Dueliffss : Not reported ' Hydr Basin #: Not reported Operator : Not reported Oversight Prgm: Local Oversight Program UST Oversight Prgm : LOP Review Date : 61511995 Stop Date : 611911989 Work Suspended N Responsible PertyBLANK RP TC0824630.2r Page 41 Map ID Dlrectlon Distance Distance (ft.) Elevation Site RESIDENCE (Contlnued) -: MAP'FINDINGS• RP Address: Not reported Gbbal ld: 70600100060 Org Name: Nat reported Conlad Person: Not reported MTBE Conc: 0 Mtlre Fuel: 0 Water System Name: Not reported . Well Name: Not reported Distance To Lust 3153.28786610836803126b4712335 Waste Discharge Gbbal ID: Not reported waste Disch Assigned Name: Not reported LUST Region 2• Region: Fadliry Id: Entered Dafe: Fadliry status: Maximum Soil Coneentretion: Maximum Groundwater Impad: County: Currant Benzene: MTBE Detected in G W: MTBE Detected In Sod: MTBE: MTBE Qualify: 0003711547 2 01-0074 asrosnsas Signed off, rernedlal action complatetl ar tleemetl unnecessary 240 9999999 Alameda 0 Not reported Not reported 0 Not reported LUST Alameda County: Region: ALAMEDA Status : Signed off, remedial action completed or tleamed unnecessary Fadlity Type : Ottrer ground water affected Case Closed : Y LOP StaNS: Inactive Source of Fund: Federal Substance : Waste OII Multiple Responsible Parties : No UST San Francisco County. Fadlity ID: 2224 Case Number: Nd reported Tank ID: Not reported Tank Capacity: Not reported Manufacturer. Not reported ~ Data Installed: Not reported Omer Intedar Lining: ~ Not reported Receive Date: 1215195 0:00:00 Close Date: 1220195 0:00:00 Owner Nanro: Nat reported Certlged Date: 124196 0:00:00 Flag: CLOSED Omer Conosion Protection: Not reported Drop Tube: Nat reported Striker Plate: Not reported Dispenser. Nd repartetl Contents A: Not reported Contents B: Not reported Contents C: Not reported Mailtng Name: Not reported Mailing Address: Not reported Omer Substance: Not reported Tank Construction Type: Not reported Tank Material: Nd reported Interior Lining: Not reportetl Corrosion Protec0on: NOt reported Spill Contamination Installed Date: Nd reported EDR ID Number Database(s) EPA ID Number TC0824630.2r Page 42 Map ID ~~;+MAP~EINDINGS.:~'=» OLStanee Distance (ft) EDR ID Number Elevation Site Database(s) EPA ID Number RESIDENCE (Cantlnued) 0003717557 Overfill Prevention Installed Date: Not reported Piping Type: Not reported Piping Aboveground: ~ Not reported Piping Urxferground: Not reported Piping Carewrslon: Not reported Piping Corewaion ADOVeground: Not mported Piping Canswction Underground: Not reported ' Piping Material: Not reported ' ONer Piping Maledal: Not reported Piping Matedal Aboveground: Not reported Piping Material Underground: Not reported Pipe Leak Detection: Not reported Estimated Last Date Uaed: Nat reported Estimated Ouandry Remaining: Not reported Ined Filing: Not reported JurisdltYlon: ~ Not reported Other Tank System: Nat reported r Other Tank Leak Detection: Nat reported 1 Other Pipe Leak Detection: Not reported Methanol Compatlble: Nat reported ' 1 G44 RAND SCPNTIFlC ( ~ HAZNET 5103667550 NNE 6310 HOUSTON PL Cortese NIA 116.114 DUBL81, CA 94568 949 R Higher Slfa 3 of 4 in duster G HAZNET: Gepaid: CAL000139816 Tepaid: CAD059494310 Gen County. 1 - Tsd Coumy. Santa Clara Tore: .4587 Category. Urepedfied organic liquid mixture DLpnaal Method: Transfer Statlon Conmet: ~ RAND SCIENTIFIC Telephone: (510) 551.8685 MaiMg Address: 6310 HOUSTON PL DUBLIN, CA 94568 County 7 Gepaid: CAL000139816 Tepaid: CAO042345884 Gen County. 1 Tsd County. Santa Clam Tore: .0000 Category. Organic I'puids with metals Alkelirre solution (pH <UN-> 12.5) with metals (antimony, arsenic, barium, beryllium, eedmium, chromium, mbal; copper, lead, mercury, molybdenum, nickel, selenium, silver, thallium, vanadium, and zinc) Disposal Mefhotl: Not reported ContacL• RAND SCIENTIFIC Telephone: (510) 551.8585 Mailing Address: 6310 HOUSTON PL DUBLIN, CA 94568 County 1 TC0824630.2r Page 43 Map ro _ -,-.. ,~MAP'FINDINGS.~ . ~..` ~ a_ Diredbn Distance Distance (fL) Elevation Sile RAND SCIENTtF1C (Continued) Gepaid: CAL000139816 Tepab: CAD042345884 Gen County: 1 Tsd County. Santa CWre Tore: .0000 Category. Unspedfied organic Ipuid mixture DLspasal Method: Not reported Goofed: RAND SCIENTIFIC Telephone: (610)551.8585 Maiing Address: 6310 HOUSTON PL DUBLIN, CA 94568 County 1 Gepaid: CAL000139816 Tepaid: CAD042345884 Gen County: t Tsd Coumy Santa Clara Tons: .6880 Category. UrepedOed oiFmnteining waste Disposal Madtod: Trenster Statlon ContaG RAND SCIENTIFIC Telephone: (510) 551-8585 MaiMg Address: 6370 HOUSTON PL DUBLIN, CA 94568 County 1 Gepaid: CAL000139816 Tepeid: CAD042345884 Gen county: 1 Tsd County. Santa Clare Tare: .0000 Category: ONer organic spittle Disposal Method: Npt reported Contact RAND SCIENTIFIC Telephone: (510) 561-6586 Mailing Address: 6310 HOUSTON PL DUBLIN, CA 94568 County 1 The CA HAZNET database contains 7 eddi8onal remrds for this site. Please tooted your EDR Account 6recutNe tar more infpnnatlon. CORTESE: Reg Id: D1-0074 Region: CORTESE Rag By: Leaking Undergrouritl Storage Tanks EDR ID Number Database(s) EPA ID Number G45 BAY COUNTIES PETROLEUM CAROL NNE 6310 HOUSTON PL iiD 18-114 DUBLW, CA 949 R Higher Sita 4 of 41n duster G UST AWmeda County: Regon: ALAMEDA Total Tanl¢ : 1 Fadlity Desc : UST - 1 sto366TSSo UST 0003855at5. N/A TC0824630.2r Page 44 MaP ID - "- -.=?MAR~flNDINGS°` Direction -'" Distance Oismnce (ft.) Elevation Site H48 PHOTOMIAGIC North 6000 OOUGHERTY RD STE 1 118.114 DUDLW, CA 94568 1074 ft Higher Site 1 of 4 in duster H RCRIS: Owner. MARILOU MERCADO .(510)828.8763 EPA ID: CA0000969105 Conrad MARILOU MERCADO (510)828-8763 Classification: SmaO Quantlry Generator Used Oil Recyc: No TSDF Activities: Not reported VidaUOn Status: No violatbns (cuntl EDR ID Number Database(s) EPA ID Number RCRISSOG 1000975212 flNDS CA0000969105 FINDS: Other Pertinent Env'vonmental Activity Identified at Site: ' Fadfiry Registry System (FRS) Resource Conservaeon antl Recovery Act Infonna0on system (RCRAINFO) H67 ~ WALRY TUNE-UP 080 HAZNET 5700871571 North 8053 DOUGHERTY RD N/A 118.114 DUDLW, CA 94588 1078 ft Hlgher Site 2 of 41n duster H HAZNET: Gepaid: CAL920465276 Tepaid: CAO980887418 Gen Coumy. 7 Tsd Courdy. 1 Tons: 6.5044 Category. Aqueous solution wiN less then 10% total organic residues Disposal Method : Transfer Statlon Contact SIDE B CORD OBA QUALITY TU il60 Telephorre: (408) 3742001 Mailing Address: 286 E HAMILTON AVE STE A CAMPBELL, CA 95008 County 1 Gepeid: CAL920465276 Tepaid: CAD982446890 Gen Coumy. 1 Tsd County. San Joaquin Tans: ,4587 Category. Aqueous solution with less Nan 10% total organic residues Disposal Mehod: Transfer Station Conrad SIDE 9 CORD DBA QUALITY TU d60 Telephone: (408) 3742001 Maifmg Address: 286 E HAMILTON AVE STE A CAMPBELL, CA 95008 County 1 TC0824630.2r Page 45 Map ID Direction DLstartce Distance (ft.) Elevation Site - - '''3MAP-FINDINGS -- -- QUALITY TUNE-UP iJ80 (Continued) Gepaid: CAL92O465276 Tepald: CAD980887416 Gen County: 1 Tsd Count'. 1 Tons: 1.3342 Category: Aqueous solution with less Nan 10% total organic residues Disposal Method : Transfer Station ' Can~ct SIDE 8 CORP D&4 QUALfTY TU k60 Teephone: (406) 3742001 Mailbtg Address: 286 E HAMILTON AVE STE A CAMPBELL, CA 95008 County 1 Gepaid: CAL920465276 Tepaid: CAD980887418 Gen County. 1 Tstl Count'. 1 Tore: s.n5a Category: Aqueous solution with less then 10% total organic residues DLsposai Method: Transfer Station ContaC. SIDE B CORP DBA QUALITY TU #60 Telephone: (408) 3742001 Mailing Address; 286 E HAMILTON AVE STE A CAMPBELL, CA 95008 Count' 1 Gepaid: CAL920465276 Tepald: CAO982446874 Gen County. 1 Tsd County. Yob Tons: ~ 21474 Category: Aqueous solution with lass than 10% total organic residues Deposal Method: Regtler ContaG: SIDE B CORP DBA pUALfTY TU #60 relepnane: (aos) 37azoD1 Maifmg Address: 286 E HAMILTON AVE STE A CAMPBELL, CA 95008 County 1 The CJ1 HAZNET database contains 10 atlditlonal records for this situ, Please mntact your EDR Account ExecuWe for more informatlon. 148 ALL CREATURES VETERINARY HOSP WSW 6612 DUBLIN BLVD 1!6.1/4 DUBLIN, CA 94868 1089 h. Higher Slte 1 oT 3 In rJustar I EDR ID Number Database(s) EPA ID Number S700871571 RCRIS-SpG 1000597775 FlNOS CAD983818026 TC0624630.2r Page 46 MaP tD -, .- ~ -MAP_'FINDINGS~- .,- _- ..~ Diradian Distance DLVance (ft) EDR ID Number Elevation .Site Database(s) EPA ID Number ALL CREATURES VETERINARY HOSP (Contlnuetl) 100059TT75 RCRIS: Owner. MARGARET H ROBERTS (510) 8246260 EPA ID: CAD9836181Y16 Goofed: NICOLE LYNCH (510)829.6260 Classifiradon: SmaO Ouantlry Generator Used 08 Recyc: No TSDF Adivides: Not reported Violation Status: No violations found FINDS: ONer PeNnent Env"vonmenfal Acdviry Identified at Site: Fadlity Registry System (FRS) Resource Conservation and Recovery Ad Irdormafion system (RCRAINFO) 149 ALL CREATURES VETERINARY HOSPRAL HAZNET St03888500 WSW 6612 DUBLIN BLVD NIA 118.114 DUBLD4, CA 94568 10891E Htgfxr Sila 2 of 3 In due0er I ' HAZNET: Gepeid: CAL000044527 Tepaid: CAD981429673 Gen County: 1 Tsd County'. Madn Toms: 0.1459 Category: PhotoehemiraL4photoprocessingwaste Disposal Method: Rer.Yder Concoct LAWRENCE DOWNES DVM Telephone: (925) 82362fA MeiMg Address: 6612 DUBLIN BLVD DUBLIN, CA 94568 County 1 Gepaid: CALOOOD44527 Tepaid: CAt922955281 Gen county. 1 Tsd County. Santa Clare Toren: .1206 Category: Photoehemiralslphotoprocessing waste Disposal Method: Recyder Conrad: LAWRENCE DOWNES DVM Telephone: (925) 8236260 Mailing Address: 6612 DUBLIN BLVD _ DUBLIN. G 94568 County 1 TC0924630.2r Page 47 Map ID ---. -MAPFINDINGS. ' ' - Distance Distance (ft.) Elevation Site ALL CREATURES VETERINARY HOSPITAL (Contlnued) Gepaid: CAL000044527 Tepaid: CAL922955281 Gen County: 1 Tsd County: Santa Clara Tons: .0333 Category: Photochemicals/photoprocessing waste Disposal Methotl: Not reported Contact: LAWRENCE DOWNES DVM Telephone: (925)8246260 Mailing Address: 6612 DUBLIN BLVD DUBLIN, CA 94566 County 1 Gepaid: CAL000044527 Tepaid: CAL92255287 Gen County: 1 Tsd County: 0 Tons: .0500 Category: Photochemimislphotoprocessingwaste Disposal Method: Not reported Contact: LAWRENCE DOWNES DVM Telephone: (925) 62&6260 Mailing Address: 6672 DUBLIN BLVD DUBLIN, CA 94568 County 1 Gepaid: CAL000044527 Tepaid: CAL92255287 Gen County: 1 Tsd County. 0 , Tore: .0458 Category. Photochemiralslphotoprocessing waste Disposal Method: RecyGer ContaG: LAWRENCE DOWNES DVM Telephone: (925) 8246260 Mailing Address: 6812 DUBLIN BLVD DUBLIN, CA 94568 County 1 The CA HAZNET database cnnteire 7 additional remn]s for this site. Please contact your EDR Acmunt Executlva for nrore information. EDR ID Number Database(s) EPA ID Number ~S703688500 H50 CONTINENTAL PROPERTY AAANAGEMENT North 6040 DOUGHERTY 118.114 DUBLW, CA 94588 11031E Hlghar Site 3 o141n Gueter H HAZNET: Gepaitl: CA0001256280 Tepaid: CAD000088252 Gen County. 1 Tstl County. Los Angeles Tons: .3425 Category: Urepeafled oi4containing waste DLsposal Method: Transfer Station Contact: CONTINENTAL PROPERTY MANAGEMEN Telephone: (000) 000.0000 MaiMg Address: 1800 GATEWAY OR HAZNET 5103668535 NIA TC0824630.2r Page 48 Map ID .. .-~. -~. ~ .-.MAPFINDINGS. .:.' y Direction . - . .. ... ~ r:: ,..:.:: .:. ..;: Dlstanca DLstance (tt) Elevation Sita .CONTINENTAL PROPERTY MANAGEMENT (Corrtnued) SAN MATED, CA 94403 County 1 ~~ Gepaid: CAC001256280 Tepaid: CAD000088252 Gen County: 1 Tstl Count'. Los Angeles Tons: .0250 Category: Liquids with pH <UN-> 2 with metals Disposal Method: Tmnsfer Station Contact: CONTINENTAL PROPERTY MANAGEMEN Telephone: (000) 000.0000 Mailing Address: 1800 GATEWAY DR SAN MATED. CA 96403 Courtly 1 Gepaid: CAC001256280 Tepaid: CAD000088252 Gen County. 1 - Tsd Caumy Los Angeles Tons: .5575 Category: Unspea8ed organic Ilquid mixture Disposal Method: Transfer Station Contact. CONTINENTAL PROPERTY MANAGEMEN Telephone: (000) 000-0000 Mailarg Atltlress: 1800 GATEWAY DR SAN MATED, CA 94403 Coumy 1 EDR ID Number Database(s) EPA ID Number "5103068535 H51 BUILDING S100 UST U003803338 North FORT FUNSTON ~ NlA 118.114 , CA 114zn Htghar Slte 4 of 41n Gaoler H UST San Francisco County: Facility ID: 2274 Case Number: Not reported Tank ID: Not repormd Tenk Capacity: Not reported ManufacNrer. Nat reported Date Installed: Not reporetl Other Interior Liniltg: Not reported Receive Date: 6!12192 0:00:00 Close Oate: 71211192 0:00:00 Owner Name: Not reported Certlfied Date: Nat reported Flag: CLOSED Other Corrosion Pretectlon: Not eporetl Drop Tube: Nat reported Stdker Plate: Not reported Dispenser. Nat reported Contents A: Not reported Canten6 6: Nat repartetl Contents C: Not repwmd Mailing Name: Not reported Mailing Address: Not reported Other Substance: Not reported Tenk Constructlon Type: Not reported Tank Material: Not reported Interior Luting: Not reported Corrosion Prelectian: Not reported Spill Conmminedon Installed Date: Not reported Overfill Preventlon Installetl Date: Nat reported Piping TYPe: Not mported TC0824630.2r Page 49 L Map ID c. ,~-.~ .:.. .....:...,.;,?MARfINDINGS'~~ . , Direction Distance Distance (ft.) EDR ID Number Elevation Site Database(s) EPA ID Number BUILDING 5700 (CorRintred) Piping Aboveground: Piping Underground: Piping Caretructfon: Piping Construction Abovegrountl: Piping Constudion Undergrourkf: Piping Material: ONer Piping Material: Piping Matedal Abovegrountl: Piping Material Underground: Pipe Leak Detection: Estimated Last Date Used: Estimated Ouandry RemeinimJ: Inert Filing: Jurisdidibn: Other Tank System: Other Tank Leak Detecion: Other Pipe Leak Detection: Methanol Compatible: J52 GIL'S BODY WORKS INC SE 6392 SCARLETT CT 118-114 DUBLDJ, CA 94568 11601L Migirer 9Ko 1 of 6 to duster J Not reported Not reported Not reportatl Not reported Not reported Nat reported Not reported Not reported Not reported Not reported Not reported Not reposed Not reported Not reported Not reportetl Not reported Not reported Not reported HAZNE7 Gepaid: CAL000038344 Tepaid: CAD009452657 Gen County. 1 Tsd County San Mateo ' Tans: 0 Category. Disposal Method: Reeyeler Contact JEFF GIL Teephone: (510) 4550680 Mailing Address: 6392 SCARLETT CT DUBLIN, CA 94568 - 3104 County 1 Gepeid: CAL00003B344 Tepaid: CAD009452657 Gen County. 1 Tsd County. San Mateo Tore: 2618 Category: Unspedfled solvent mixture Wasie Disposal Method: Recyder Contact: JEFF GIL Telephone: (510) 4550680 MafMg Address: 6392 SCARLETT CT DUBLIN, CA 94568 - 3104 County t U0038D3338 HAZNET 5104576076 NIA TCOB24630.2r Page 50 Map tD ~ -:MAPFINDINGS'~ _. _ ~ . Direction Distance Distance (ft.) Elevation Site GlL'S BODY WORKS INC (Contlnued) Gepeid: CAL000038344 Tepaid: CAD009452657 - Gen County: 7 Tso County. San Mateo Tons: 27642 Category. Unspecified solvent mixture Waste Disposal Method: Recyaer Conhaa: JEFF GIL Telephone: (510)4550680 Malling Atltlress: 6392 SCARLETT CT DUBLIN, CA 94568 - 3704 County 1 Gepaid: CAL000038344 Tepaid: CAO009452657 Gen County. 1 Tsd Courtly. San Mateo Tons: .6212 Category: Unspecfied sohrerd mixture Waste Disposal Method: Not reported Contact: JEFF GIL Telephone: (570) 4550680 Mailing Adtlress: 6392 SCARLE'fT CT DUBLIN. CA 94568 - 3104 County 1 Gepaid: CAL000038344 Tepaid: CAD009452657 Gen Cwrrty. 1 Tsd County: San Mateo Tons: .7709 C6tegory. Unspecfied solvent mixture Waste Oisposal Meeriod: Not reported Contact: JEFF GIL Telephone: (510)4550680 Malletg Atltlress: 6392 SCARLETT CT DUBLIN, CA 94568 - 3104 Caunry 1 The CA HltAIET database wntairo 17 additbnel rewNS (or thin site. Please wntaa your EDR Acmunt ExeartNa for more iniortnatlon. EDR ID Number Database(s) EPA ID Number 5104576075 J53 DUBUN ROCK d READY mIX SE 6393 SCARLEIT CT 118.1/4 DUBUN, CA 94566 7760 fL HIgMr Slte I of 61n cluster J State LUST: Cmss Street Oty Leaked: Casa Number Reg Board: CMmital: Lead Agency: Loral Agency Case Type: Status: Cwnry: Abate Method: LUST 0001598173 HIST UST N/A Cortese Nct reportetl Not reported 01-1730 San Frencixo Bay Region GasoBne Local Agency 07000 Other ground water effected Preliminary she assessment underway Alamatla Excavate antl Dispose • remove wntaminated sob and dispose In approved site TC0824630.2r Pepe 51 Map ID Direction Disunce Distance (ft.) Eievatlon Site `=MAP~FINDINGS ~ ~ - -' - DUBLIN ROCK 8 READY MUC (Contlnued) Review Date: 525!1993 Confirm Leak: Workplan: 12!1965 Prelim Assess: Pollution Char. Not reportetl Remetl Plan: Remetl AGion: Not reparte0 Monkodng: Close Date: Not reported Release Date: 2/5!1990 Cleanup Fund Id :Not reported Discover Data : 215/1990 Enforcement Dt : 525/1993 Enf Typa: Not reportetl Emer Date : 2/1711993 FurMing: Federal Funds Stall initiaLS: UNK How Discovered: Tank Closure How Stopped: Close Tank Intedm : Yes Leak Cause: Shucture Failure Leak Source: Tank MTBE Date : 1211965 Max MTBE GW : 480 MTBE Testetl: MTBE Detected. Site testatl for MTBE 8 MTBE detected PRodty: Nat reported Local Case # : 4322 Beneficial: Nol reported start: cTH GW OualfBes : Not reported Max MTBE Soil : Not reported Soil Qualifies : Not reportetl Hydr Basin #: Not reported Operator : Not reported Oversight Prgm: Lop! Oversight Progrem UST Oversight Prgm: LOP Review Date : 9/62000 Stop Date : 2/5/1990 Work Suspended i4 Responsible PartyBLANK RP RP Address: Not reported Global ltl: 70600101601 Org Name: Nal reported Contact Person: Not reported MTBE Cortc: 1 Mtba FueF 1 Water System Name: Nat reported Well Name: Not reported Distance To Lust 3240.5038450676980536611325596 Waste Discharge Gbbel ID: Not reported Waste Disch Assigned Name: Not reported LUST Region 2: Region: 2 Fadnry Id: 01-1730 Entered Data: 0211711993 Fedliry Status: Preliminary site assessment underway Maximum Soil Concentration: 0 Maximum Groundwater Impact 480 County : AWmetla Curtest Benzene; Not reported MTBE Detected in GW: 480 52511993 1211965 Not reported No[ reported EDR ID Number Databtlse(s) EPA ID Number U0015981T3 TC0824630.2r Page 52 MaP ro _ ~MARFINDINGS~ Direction Distance Distance (ft.) EDR ID Number Elevation Site Database(s) EPA ID Number DUBLIN ROCK 8 READY MIX (Contlnued) 0001598173 MTBE Detected in Soil: Not reported MTBE: 480 MTBE QualHy: Not reported LUST Alameda County: Region: ALAMEDA Status : Determining site stews and notify state board Fadtiry Type : Soil only Cane cloaca: -o- LOP Slaws : Active Source of Fund : Federal Substance : Gasoline i Multiple Responsible Pardes : No ~ CORTESE: Reg Id: 01-1730 Region: CORTESE Reg By: Leaking Underground Storage Tanks + UST HIST: FadlirylD: 10812 Tank Num: 1 Container Num: 1 Tank Capacity; 500 Year Iremlled: 1975 Tank Used for. PRODUCT Typo of Fuel: UNLEADED Tank Carebuctlon: Not reported - Leak Detection: Visual, Stock Inventor Conma Name: TODD BETTENCOURT Telephone: (415) 828-5599 ( Toml Tanks: 1 Region: STATE Fadliry Type: Not reported Other Type: RETAIL CONCRETE r i 154 ONE LOW PRICE CLEANERS HAZNLZ 5104582153 WSW 6622 DUBLIN BLVD CLEANERS NIA 1/8-114 DUBLNI, CA 94568 1169 h. t Higher SKe 3 of 3 in cluster I 1 CA Cleaners: Create Date: 11N311998 f InaWve Date: 06/302000 t EPA Id: CAL000195627 Caunry : 1 Create Date: 08!092000 Inactive Date: 0 EPA Id: CAL000218565 County : 1 Create Date: 11292000 InacWe Date: 0 EPA Id: CAL000218887 Caunry : 1 j i TC0824630.2r Page 53 Map ID Direction DLstanee Distance (ft.) Elevation Site MAP~FINDINGS' ONE LOW'PRICE CLEANERS (Continued) HAZNET: Gepaid: CAL000195627 Tepaid: CADOD8302903 Gen County: i Tsd Caunry: Los Angeles Tons: .0000 Category. Halogenated solvents (chbroform, methyl Mbride, percttWmethylene, eta) Disposal Me0rod: Not reported Canted: JUDITH GAMER6ERG Telephone: (925) 829-3440 Mailing Atldress: 6622 DUBLIN BLVD DUBLIN, CA 94568 County 1 Gepaid: CAL000195627 Tepaid: CAD008302903 Gen County. 1 Tsd County. Los Angeles Tons: .1125 Category. Halogenated solvents (chloroform, methyl chlodde, perchbmethylene, etc.) Disposal Method: Recyder Canted: JUDITH GAMERBERG Telephone: (925)829-3440 Melling Adtlress: 66ZZ DUBLIN BLVD DUBLIN, CA 94568 County 1 Gepaid: CAL000195ffi7 Tepaftl: CA0981397417 Gen County. 1 Tad Coumy. Las Angeles Tarns: .0834 Category: Halogenated sohrents (chbraform, mehyl chbdde, perclrbroethylene, eta) Disposal Metltotl: Recyder Canted: JUDITH GAMERBERG Telephone: (925} ffi9-3440 Mailing Address: 6622 DUBLIN BLVD DUBLIN, CA 94568 County 1 Gepaid: CAL000195627 Tepeitl: CAD98139741T Gen County. 1 Tsd County. Los Angeles Tans: 0 Category: Dlsoosal Medrotl: Reeyder Conrad: JUDITH GAMERBERG Telephone: (925) 82&3440 Mailing Address: 6622 DUBLIN BLVD DUBLIN, CA 94568 County 1 EDR ID Number Database(s) EPA ID Number 5104582153 TC0824630.2r Page 54 Map ID Direction Distance Distance (ft.) Elevation Site 'MAP FINDINGS ~" - ONE LOW PRICE CLEANERS (Continued) Gepaid: CAL000195627 Tepaid: CAD981397417 Gen County. 1 Tstl County. Los Angeles Tons: 01001 Category: Habgenated solvents (chloroform, methyl Mlodde, pemhloreethylene, etc.) Dsposal McMotl: Recycter Contact: JUDITH GAMERBERG Telephone: (925)829.3440 Mallhg Atldress: 6622 DUBLIN BLVD DUBLIN, CA 94568 County 1 9104992153 J55 SMOG STATION HAZNL'f S103687793 SE 6388 SCRLETT CT NIA 1/8-1/4 DUBLW, CA 94568 1181 it Higher Ska 3 of 6 In dueler J HAZNET: Gepaid: CAL000061703 Tepaid: CAD980867418 Gen County. 1 Tsd County. 1 Tore: 1293 Category: Aqueous solution with less than 10% Dotal organic residues Disposal Method : Transfer Station Conte2 SMOG STATION Telephone: (000) 000-0000 Mailing Address: 6388 SCARLEff Ci DUBLIN, CA 94568 - 3104 County 1 Gepeid: CAL000061103 Tepeid: CAD980887418 Gen County. 1 Tstl County. 1 Tons: .5838 Category: Aqueous solution with less than 10% total organic residues Dlsposaul Method: Transfer Station Cooled: SMOG STATION Telephone: (000) 000.0000 MaIMg Address: 6388 SCARLETT Ci DUBLW, CA 94568.3704 County t Gepeid: CAL000061103 Tepaitl: CAD980887418 Gen County: 1 Tsd County. 1 Tons: .1668 Category: Aqueous solution wiU less Nan 10% total organic residues Disposal Metnod: Transfer Station Conrad: SMOG STATION Telephone: (000) 0040000 MaOing Address: 6388 SCARLETT CT ' DUBLIN, CA 94568.3104 Caunry 1 t EDR ID Number Database(s) EPA ID Number TC0824630.2r Page 55 Map ID ..:: ~ .- MAPFINDINGS Direction Durance Distance (ft.) EDR ID Number Elevation Site Database(s) EPA ID Number SMOG STATN]N (Continued) 5103667793 Gepaid: CAL0000611D3 Tepaid: CAD980887418 Gen County: 1 Tsd County. 1 Tans: .OODO Wtegory: Disposal Method: Transfer Station Contact: SMOG STATION Telephone: (000) 000-0000 Meiling Address: 6366 SCARLETT CT DUBLIN, CA 94568 - 3106 Caunry 1 Gepaid: CAL000061103 Tepaid: CAD980887418 Gen County: 1 Tsd County. 1 Tans: .4170 Category: Aqueous solution wish less Nen 10% total organic residues Disposal Method : Not reported Contact: SMOG STATION Telephone: (000)000-0000 Mailing Adtlress: 6388 SCARLETT CT DUBLIN, CA 94568 - 3104 County 1 The CA HAZIdET tlaiebase contains 4 atlditional rem~ds for Nis site Please contact your EDR Account Executive for more infom~adon. J58 TRI VALLEY RADU\TOR RCRISSOG 1088135480 SE 6386 SCARLETT CT FlNDS CAD982462889 118.114 DUBLIN, CA 94568 1184 fL Higher Site 4 of 61n cluster J RCRIS: Owner. SPEARS CHARLES (415) 5557212 EPA ID: CAD982462889 Contact ENVIRONMENTAL MANAGER (415)829.2244 ClassHication: Sma9 Ouan8ry Generator Used Oil Recyc: No TSDF Activl8es: Not reported Violation Status: No violadons found FINDS: Other Pertinent Env'vonmental Activity Identfied at Site: Fadliry Registry System (FRS) Resource Conservation arM Recovery Act Irdomtation system (RCRAINFO) K57 PHOTOMAGIC RCRIS-SOG 1000685857 WSW 8633 DUBLIN BLVD FlNDS CAD983625344 718.1/4 DUBLIN, CA 94568 HAZNET 1199 ft Higher Site 1 of 21n cluster K TC0824630.2r Page 56 Map ID :~MAR'FINDINGS-., Direction -. - ... - Distance Distance (ft.) EDR ID Number Elevation Site Database(s) EPA ID Number PHOTOMAGIC (Corrfinued) 1000685857 RCRIS: Owner. MARILOU E MERCADO (510)826-8763 EPA ID: CAD983625344 Contact MARILOU MERCADO (510)828-6763 Classification: SmaO Ouantiry Generator Used Oil Recyc: No TSDF Adiviiies: Nat reported Violation Status: No violations found FINDS: Other PeNnant Env'sonmental Adiviry Identified et Slte: Fedlity Registry System (FRS) Resource Conservation and Recovery Act Intormatlon system (RCRAINFO} HAZNt7: Gepaid: CAD983625344 Tepaid: CA007014843Z Gen County: 1 Tsd County: 1 Tons: .D417 Category: Photocheminlslphotoprocessing waste Disposal Method: Not reported COntaCl: MARILOU E MERCADO-0WNER Telephone: (510}475-6994 Mailing Address: 6633 DUBLIN BLVD DUBLIN, CA 94568 County 1 Gepaid: CAD983625344 Tepaid: CAD070148432 Gen County. 1 Tsd County 1 Tons: .1876 Category. Photachamimislphotoprocessing waste Disposal Method: Treatrnent, Indneratlon Contact: MARILOU E MERCADO-0WNER Telephone: (510) 475-fi994 Mailing Adtlress: 6633 DUBLIN BLVD DUBLIN, CA 94568 County 1 Gepeid: CAD983625344 Tepeid: CAD070148432 Gen County 1 Tsd County. 1 Tons: .1000 Category Ptatachemicalslphotoprocessing waste Disposal Methotl: Treatment, Indneretion Contact MARILOU E MERCADO-0WNER Telephone: (510) 475-6994 Mailing Address: 6633 DUBLIN BLVD DUBLIN, CA 94568 County 1 TC0824630.2r Page 57 MaD ID - -"MAP'FINDINGS' =':-" Direction .. . Diuanae Distinee (ft.) Elevation Site PHQTOMAGIC (Continued) Gepeid: CAD983625344 Tepaid: CAD070148432 Gen CauMy: 1 Tsd Coumy: 7 Tons: .0917 Category: Photochemiralslphotoprocessing waste Disposal Methotl: Not reported Contact: MARILOUEMERCADO.OWNER Telephone: (510)476-6994 Mailing Address: 6633 DUBLIN BLVD DUBLIN, CA 94568 Count' 1 Gepaid: CAD983625344 7epaid: CA0070140432 Gen County. 1 Tsd Caunry: D Tons: .0500 Category: PhotachemiraL4photoprxessingwaste Disposal Method: Not reported Conner. MARILOU EMERCADO-OWNER Telephone: (510) 475-6994 Mailing Adtlress: 6633 DUBLIN BLVD DUBLW, CA 94568 County 1 K58 KNUU2T ENTERPRISES WSW 6633 DUBLIN BLVD 118.1/4 .DUBLIN, CA 94566 11991[ Niglwr Site 2 of 21n cluster K UST HIST: FeWiry ID: 14428 Tank Num: 1 Tank Capedy: 500 Tank Used for. WASTE Type of Fuel: WASTE OIL Leak Detection: Pressure Tesi Conact Name: Not reported Toni Tanks: 1 Faa7iry Type: Not reported L59 RYNCK TIRE S BRAKE INC Nortlt 6000 DOUGHERTY ROAD 1181/4 DUBLIN, CA 94568 1233 x Higher Site 1 of 6 In cluster L HAZNET: Gepaid: CAL000015561 Tepeid: CAD009452657 Gen County. 1 Tad County: San Mateo Tons: 2.2099 Category. Unsped6ed organic liquid mixture D'aposal Method: RecyGer Canna: ROBERTJ MAAS Conniver Num: 4144 Year Instilled: 1972 EDR ID Number Database(s) EPA ID Number 1000685657 HIST UST 0001598043 N/A Tank CanstrUCtion: 3116' inches Telephone: (415) 8288964 Region: STATE Other Type: ~ Not reported HAZNEi 5 7 0 3666310 NIA TC08246302r Page 58 Mep ID =MAP FINDINGS Directial DLStarwe Distance (ft.) Elevation Site RYNCK TIRE 8 BRAKE INC (Contlnued) Telephone: (925)484-6484 MaOmg Address: 3620 STANLEY BLVD PLEASANTON, CA 94566 - 6239 County t Gepaid: CAL000015561 Tepaid: CAO009452657 Gen County: 1 Tsd County: San Mateo Tons: .5212 Category: Unspedfied organic liquid mixture Disposal Metltod: Not reported Contact ROBERT J MAAS Telephone: (925) 484.6684 Mailetg Adtlrass: 3420 STANLEY BLVD PLEASANTON, CA 94566.6239 County 1 Gepaid: CAL000015561 Tepaid: CAD009452657 Gen County: 1 Tsd County. San Mateo Tons: 1.2926 Category: Unspedfied organic liquid mixture Disposal Method: Recyder Contact ROBERTJ MARS Telephone: (925)484-6484 Mailing Address: 3420 STANLEY BLVD PLEASANTON, CA 94566 -6239 County 1 Gepaid: CAL000015561 Tepaid: CAD009466392 Gen County. 1 Tsd Coumy: 7 Tons: 0.25 Category: Other empty containers 30 gallons or more Disposal Method: Disposal, Other Contact: ROBERT J MAAS Telephone: (925)484.6484 Mailing Address: 3420 STANLEY BLVD PLEASANTON, CA 94566 - 6239 County 1 Gepaitl: CAL000015561 Tepaid: CAD009652657 Gen Coumy. 1 Tsd County. San Mateo Tons: .9591 Category. Unspedfled organic liquid mixture Disposal Mehod: Recycler Con~C: ROBERTJ MARS Telephone: (925)484-6484 Mailing Address: 3420 STANLEY BLVD PLEASANTON, CA 94566-6239 County 7 EDRID Number Database(s) EPA ID Number 3103660310 TC0824630.2r Pege 59 Map ID Direction DLstance Distance (ft.) Elevadon Site ~- - ~ ~ ~MAPfINDINGS ~ ~~ ~~ ~RYNCKTIRE 8. BRAKE INC (Contlnued) The CA HAZNET tlatabase contains 6 atltliaonal remrds for mis site. Please confect your EDR Acxnunt Executive for more informatlon. L60 RESIDENCE North 65 CERVANTES BLVD 118.114 , CA 1233 ft Nigher Site 2 of 8 In dueler L UST Sen Francisco County: Fadliry ID: 2248 Case Number. Not reported Tenk ID: Not reportetl Tank Capadty: Not reported Mantdedurer: Not reported Date Installed: Nd reported Other Interior Uning: Not reported Recdve Data: 1/10/96 0:00:00 close Date: 126/96 0:00:00 Owner Name: Nd reported Certl6ed Date: Not reportetl Flag: CLOSED Other Corrosion Protection; Nd reported Dmp Tube: Not reported Shiker PWre: Not reported Dispenser. Not reported Contents A: Not reported Contents B: Not reported Contents C: Not reported MaIIIng Name: Not reported Mallkrg Atldmss: Not reportetl Other Substance: Not reported Tenk Constructlon Type: Not reported Tank Material: Not reported Interior Lining: Not reported Corrwion Protection: Not reported Spill Conmmination Instatied Date: Not reported Overtlll Preventbn Iretalletl Date: Nd reported Plpin9 TYpe: Not reported Piping Aboveground: Not reported Piping Underground: Nd reported Piping CansWCtion: ~ Not reported Piping Constructbrr Aboveground: Nat reported Piping Conswdian Underground: Not reported Piping Mater W: Not reported Other Pipurg Matedal: Nd reported Piping Matedal Aboveground: Not reported Piping Material Undergrountl: Not reported Pipe Leak Detecton: Nd reported Estlmated Last Data Uaed: Nd reported Estimated Quantity Remaining: Not reported Inert Filing: Not reported Judstlicaon: Not rePOrtetl Other Tank System: Not reported Other Tank Leak Dierection: Nd reported Other Plpa Leak Detection: Not reportetl Methand Compatible: Not reported L61 PRECISION TUNE NoM 6000 DOUGHERTY RD 118-114 DUBLIN, CA 94568 1233 }L Higher S(te 3 of 8In cluster L EDR ID Number Database(s) EPA ID Number S103666310 UST U003603105 NIA RCRIS•SOG 1000172390 FlNDS CAD882485203 UST HAZNET TC0924630.2r Page 60 Map ID ~~ ..,MAP FINDINGS' ' ~ ~ ~ Direction OLStance Distance (R) Elevation Site PREC791ON TUNE (Continued) RCRIS: Owner. PRECISION CENTRAL BAY (415) 5551212 EPA ID: CAD982485203 ContacC ENVA2ONMENTAL MANAGER (415) 829.9300 Classfiption: SmaO Ouandry Generator Used Oil Recye: No TSOF Activities: Not reported V'rolalion Status: No violations tourW FINDS: Other Pertuxnt Envconmenml Activity Identifbd at Site: Resource Conservation and Recovery Act Information system (RCRAINFO) HAZNET: Gepaid: CAD982485203 Tepald: CAD98(1887418 Gen County: 1 Tsd County: 1 Tons: .1251 Category: Aqueous solution wiN less Nan 10% total organic residues Disposal Method: Transfer Stadon Contact: Not reported Telephone: (000) 000-0000 Mail'vrg Address: 6000 DOUGHERTY RD DUBLIN, CA 94568 County 1 Gepeid: CAD982485203 Tepaid: CAD980887418 Gen Coumy. 1 Tsd County. 1 Tans: .1251 Category. Aqueous solution with less Nen 10% total organic residues Disposal Methotl: Transfer Statlon Coma: Not reported Telephone: (000) 000.0000 Mailing Address: 6000 DOUGHERTY RD DUBLIN, CA 94568 Caunry 1 Gepaid: CAD982485203 Tepaitl: CAD070146432 Gen County: 1 Tsd County: 1 Toren: .6462 Category: Ptrotochemualslptrotoprocassing waste Disposal Method: Recyder Contact: Nol reported Telephone: (000) 000-0000 Mailing Adtlress: 6000 DOUGRERTY RD DUBLIN, CA 94568 Caunry 1 State UST: FadAty ID: 224 EDR ID Number Database(s) EPA ID Number 1000172790 TC0624630.2r Page 61 Map ro Directiar Distance Distance (tt) Elevation Site 'MAP"FINDINGS ~ -~ ~--~~--' PRECISIOR TUNE (COMlnued~ Total Tanks: 1 Region: STATE Loral Agency: 33000 UST Riverside County: Region: RIVERSIDE Total Tanks: 2 EDR ID Number Database(s) EPA ID Number '1000172390 UST San FraneLSCO County: Fadlity ID: 224 Casa Number: Not reported Tank lD: Not reported Tank Capacity: Not reported Manufacturer. Not reported Date Installed: Not reported Other Interior Uning: Not reported Receive Date: 5111/87 0:00:00 - Close Date: 328168 0:00:00 Owner Nartre: Not reported Certlfled Date: Not reported Flag: CLOSED Other Corrosion Proteeton: Not reported Dmp Tube: Not reported Spiker Plate: Nat reported Dispenser. Not reported Contents A: Not reported Contents 8: Not reported Contents C: Not reported Mailing Name: Not reported Mailing Address: Not reported Other Substance: Not reported Tank Construction Type: Not reported Tank Material: Not reported Intedor Lining: Nat eportetl Conosion Protection: Not reported 9piil Contamination Insrelled Date: Not reported Ovefill Preventlon Installed Date: Not reported Piping TYPe~ Not reported Piping Aboveground: Not reported Piping Underground: Nor reported Piping ConsWCtion: Not reported Piping ConsWetlon Aboveground: Not reported Piping Constructlon Underground: Nat eported Piping Metedal: Nat reported Other Piping Metedal: Nat reported Piping Metedal Afwvegrountl: Not reported Piping Metedal Underground: Nm reported Pipe Leak Detection; Not reported Estimated Last Date Used: Not reported Fstlmeted Ouantlty Remaining: Nat eportetl Ined Filing: Not reported Jurisdklion: Not roportetl Other Tank System: Not reported Other Tank Leak Detection: Not reported Other Pipe Leak Detection; Not reported Methanol Compatible: Not reported J62 DL48L0 EN TRACH DEPT 78 SE 6356 C11 SCARLET CT 11&114 DUBLIN, CA 94566 129fi 1L Higher Sita 5 of B In bluster J RCRIS-Sl'?G 1000163845 flNDS CAD981682566 TC08246302r Page 62 Map ID ~ 'MAP FINDINGS Direction ~ ~ - Distance Distance (k.) EDR ID Number Elevatlon Site Database(s) EPA ID Number 7 DU1BL0 EN TRACH DEPT 78 (Cantlnued) 1000183845 I RCRIS: Owner. ALVIN A WHITAKER (415) 5551212 EPA ID: CA0981682586 Confect: ENVIRONMENTAL MANAGER (415)462-5951 7 Classifiradon: SmaO Ouandty Gerreratw ii Used Oil Recye: No TSDF At2Nitles: Nw reported _ Violation Status: No violations found FINDS: Other Pertinent Env'vonmental Activity Identlflad at Site: Fadiily Registry System (FRS) ; Resource Conservation end Recovery Ad Irtfarmatian system (RCRAINFO) - J63 DIADLO ENGINE MACHINE INC HAZNET S703667727 SE 6355 011 SCARLET CT NIA 118.114 DUBLIN, CA 94588 1296 ft HFgher Site 6 of 6 in elwter J HAZNET: Gepaid: CAG981682586 Tepaid: CAT080011059 Gen County: 1 Tstl County: Las Angeles - Tons: .1250 Category. Urepedfled dFcontaining waste Disposal Method: Disposal. Other Con~G: ALVIN AIMARILYN S WHITAKER Telephone: (415) 462.5951 MaIINg Address: 6355 SCARLEI7 CT STE 11 DUBLIN, CA 94566 - 3140 County 1 Gepeid: CAD981682586 Tepald: CA0083166728 Gen County. 1 Tsd County. Stan'alaus Tans: 31.0664 Category. Urepedfied oil-containing waste Disposal Method: RecyClar Contact: ALVIN A/MARILVNS WHITAKER Telephone: (415) 462-5951 Mailing Address: 6355 SCARLETT CT STE 11 DUBLIN, CA 94568 - 3140 County 1 TC0824630.2r Page 63 'Map ID Direction Distance Distance (N.) Elevation Sita. ~-" MAP: FINDINGS - -- DfABLO ENGINE MACHINE INC (Continued) Gepaid: CAD961662566 Tepaid: CAD063166728 Gen Coumy: 1 Tsd County: Stan'staus Tons: 5.2333 Category: Unspeafietl oiFCOntaining waste Disposal Memotl: Recycler Contact: ALVIN A/MARILYN S WHITAKER Telephone: (415)462-5951 Mailing Address: 6355 SCARLETT CT STE 11 DUBLIN, CA 94568 - 3140 County 1 Gapald: CAD981662566 Tepaid: CAD000066252 Gen County. 1 Tsd County: Los Angeles Tons:- 1293 Category: Liquids with hebgenated organic compounds > 1000 mgA Disposal Method : Transfer Stafion Contact: ALVIN AIMARILYN S WHITAKER Telephone: (415) 462-5951 Mailing Address: 6355 SCARLETT CT STE 11 DUBLIN, CA 94566 - 3140 County t Gepaid: CAD981682586 Tepaid: NV098235a4a3 Gen County 1 Tsd Caunry: 99 Tons: 1.4595 Category: Unspecified oi4conmining waste Disposal Method: Not reported Contact ALVIN AIMARRYN S WHITAKER Telephone: (415) 462.5951 Mail'urg Address: 6355 SCARLETT CT STE 11 DUBLIN, CA 94568 - 3140 County 1 The CA HAZNET database contains 15 additional records for Nis site- Please contact your EDR Account Executive for more infortnatlon. M64 SE 6341 SCARLETT COURT 1/4-1f2 OUBLIN, CA 90.568 1150 h Higher Ske 1 012 In cluster M CHMIRS: OES Control Number. 90D9724 DOT ID: 1830 DOT Hazard Class: Corrosives Chemical Name: ACtD, SULFURfC Extent of Release: Not reported CAS Number: 7664-93-9 Quantity Released: Not reported Environmental Contamination: Air Preperry Use: Manufacturing InrJdent Date: 15JAN-90 Data Completed: 15JAN-90 Time Completed : Not reported Physical State Stored : Liquid Physical State Released : Gas EDR ID Number Database(s) EPA ID Number 5103667721 CHMIRS S1 0 027 5 612 NIA TC0824630.2r Page 64 Map ID - ~ ~~ MAPFINDINGS . _. ~. _: ' '.. . ~. Direction ... Distance Distance (k.) ~ EDR ID Number Elevation Site Datahase(s) EPA ID Number (Continued) ~ 5100275812 Release Unit : Not reported Container Description : ~ Not reported Container Type : Not eportetl ~~ Container Material : Not reported Level Of Container: Not reported SSS Container Capadry : Not reported Container Capadty Unit (code) : Nat reported Extent Of Release (mde) : 7 Agency Itl Number : 1715 Agency Indtlent Number: 99999 OES Inddem Number: 9009724 Turre Notified : 2200 Surtounding Area : 500 Estimated Temperature : 55 Property Management: P More Than Two Substances ImroNed7 : Not eportetl Spedal SWdies 1 : Not reported • Spedal SWdies 2 : Not reported Spedel SWdies 3 : ~ Nat reported Sperdal SWdles4: Not reported Spedal SWdies 5 : Not reported , Spedal SWdies 6 : Nat reported Responding Agency Personal # Of Injuries : 0 Responding Agency Personal # Of Fa~lities : 0 Rasp Agncy Personal # Of Decomaminated : 3 Ohers Number Of Decontaminated : 0 Others Number Of Injuries : 0 Others Number Of Fatalides : 0 Vehide Make/year: Not reported r Vehide Ucense Number: Not reported • Vehitle Stale : Not reported • Vehide Id Number: Not reported CA/DOTIPUGICC Number: Not reported i Company Name : Not reported j Reporting Officer NameAD : KATHERINE CHESICK l Report Date : 16JAN-90 Comments : Not reported Fadfrty Taleptrone Number : 415 271-4320 M85 BUSICK GEAR04G PROPERT~S CA SLIC S703393972 SE N/A 1l4.1l2 DUBLIN, CA 1350 iL Higher Site 2 a/2 in cluster M SLIC Region 2: Facility ID: 01 SO505 Region: 2 Fadlity Status: Active Stale: DL Last Site Update: 03104119 NPL Status: Na[ reported Case List: SLIC Date Ciosatl: Not reported Abate Method: Not reported Case Type: NT Contamination: SUMP Leatl: 'Not reported Contamination Level: Not reported Nat reported Discovery Date: Not eportetl Imaged: No Cost Recovery: YES Substance: Not reported Sample Date: Not eportetl TC08246'30.2r Page 65 MaP ID . ~_=MAP-FINDINGS Direction Distance Distance (ft.) Elevatlan She BUSICN GEAROVG PROPERTIES (CoMlnued) Number of Municipal Wells Contaminated by Sile: 0 Number of Private Wells Contaminated d)' Site: 0 Soil Removal Action TakenMeeded: p Soil Removal or Contaminant Action Started: Soil Removal or Contaminant Action Completed: 0 On-Site Groundwater Extraction or Containment a Needed: 16 OnSite Gmundwater Extacticn or Containment Started: Off-Site Groundwater Extreeticn or Containment rs Needed: OffSite Gmundwater Ezracdon or Comainment Started: Length of Conreminadon Plume (Feet): 0 Depth of Conteminatlop Pfume (Feet): 0 Wells Closed Due To Contamination of Site: Date aF Wells Closure: Nearest Public or Private Drinking Water Well (Feet): 0 Under Juristlidlon of Lead Agency Date: Latltudertongitude: 0 / 0 Flow Rate: p Flow Date: Percem of Contaminants Contained: 0 Contaminant Type: GW EPA ID: Stages of Site Imestlgatlon Process Initiated: Begun Charecter'tration : No Completed Charederimtlon : No Begun Remedia0on: No Completed Remediadan: No Submiaed Remediadon Plan: No Approved Remedia0on Plan: No Begun Final Remedial Acticn: No Completed Final Remedial Action: No Fadgly Oesc: Nof reported Commem: TENTATNE SITE CLEANUP ORDER DRAFTED FOR 10 Number Database(s) EPA ID Number L66 MR. R N STEFAN Norttr 5965 DOUGHERTY RD 1/41!2 DUBL91, CA 94668 1360 }t Nigher Site 4 a! 6 in duster L LUST Alameda County: Region Status Fadlly Type Case Closed LOP StaWS Source of Fund Substance Multiple Responsible Parties L67 MR RN STEFAN North 6966 DOUGHERTY RD 1141/2 DUBLIN, CA 94568 1360 ft Higher Sita 6 of 61n Uuster L State LUST: Cmss Street 158(1 Oty Leaketl: Not reported ALAMEDA Sigrred of(, remedial ac0on completed or deemed unnecessary Soil any Y Inactive Federal Diesel No St03393972 LUST 5105021630 NIA LUST 5703723075 NIA TC0824630.2r Page 66 Map ID Direction Distance Dlstanca (ft.) Elevahon Site 'MAEfINDINGS .... kIR RN STEFAN (Continued) Case Number 01-1988 Reg Board: San Francisco Bay Region Chemical: Diesel Lead Agenq: Lacat Agency Local Agency: 01000 Case Type: Untlefinad Status: Signed off, remedial acdon completed or deemed unnecessary County: Alameda Abate Method: Na ACian Taken - no action has as yet been taken at the site Review Date: Not reported Confirm Leak: Not reported Workplan: Not reported Prelim Assess: Not reported Pollution Char. Nat reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Data: 721811995 Release Date: 10!2811993 Cleanup Fund Id :Not reported Discover Date : 10!2&1993 EMorcement Dt : Not reported Enf Type: Nat reported Enter Date : fi11411994 Funding: Federal Funds Staff Initials: UNK How Discovered: Tank Closure How Stopped: Close TanK Interim : No Leak Cause: Unknown Leak Source: Unknown MTBE Date : Not reported Max fviT'BE GW : Not reported NITBE Tested: Not Requbed to be Tasted. Pdodry: Nat reported Local Case # : 4107 Beneficial: Not reportetl soft: cTH GW Oualtfies : Not reported Max MTBE Soil : Nat reported Soil Qualifies : Not reported Hydr Basin #: Nat reported Operator : Not reported Oversight Prgm: Local Oversight Program UST Oversight Prgm : LOP Review Data : 8l/h1996 Stop Date: 10!2811993 Work Suspended N Responsible ParryBLANK RP RP Address: Not reported Gobal id: 70600101837 Org Name: No[ reported Contact Person: Not reported MTBE Conc: 0 Mtbe Fuel 0 Water System Na me: Not reported Well Name: Na[ reportetl Distance To Lust 2736.8695104796661870167009993 Waste Dscharge Global ID: Not reported Waste Disch Assigned Name: Not reported EDR ID Number Database(s) EPA ID Number 3103723075 TC0824fi30.2r Page 67 Map ID Direction DLSlance Distance (ft.) Elevadon Si[e -~ - '~tMAP~FINDINGS ~ ~ ~~ MR RN STEFAN (Cortlfnued) LUST Region 2: Region: Fadliry Id: Entered Date: Fadliry Status: Maximum Soil Concentration: Maximum Groundwater Impact: Ccunry: Ctment Ber¢ene: MTBE Detected in GW: MTBE Detected in Soil: MTBE: MTBE Qualify: EDR ID Number Database(s) EPA ID Number 5703723075 2 01-1988 0611411994 Signed off, remedial adicn completed or deemed unnecessary 0 0 Alameda Not reported No[ reported Not reported 0 Not reported L68 MR RN STEFAN Cortese 5700866128 North 5%5 DOUGNERTY RD Nfp 114-1/2 DUBLIW, CA 94568 1380 ft Higher Site 6 of 61n duster L CORTESE: Rag itl: Ot-1988 Region: CORTESE Reg By: Leaking Undert~round Storage Tanks IV69 LEW DOTy CADILLAC RCRISSQG 1 0 0111 7 7 01 3 SE 6301 SCARLETT CT FlNDS CAD982464059 114.1/2 DUBLIN, CA 94568 HAZNET 1498 R CA SUC Higher Site 1 of 3 in cluster N RCRIS: Owner. LEWIS E DON (475) 5551272 EPA ID: CAD982464059 Canted: ENVIRONMENTAL MANAGER (415)828.3689 Classficafion: SmaO Ouandry Generator Usetl Oil Recyc: No TSDF AdiviOes: Not reported Violation Status: No vioWtrons found FINDS: ONer PeNnent Environmental Activity Itlenti8ed at Site: Fadliry Registry System (FRS) Resource Conservation and Recovery Ad Informatlan system (RCRAINFO) HAZNET: Gepaid: CAC98241i4059 Tepaid: CA0980887418 Gen County. 1 Tsd County. 1 Tons: .6255 Category: Aqueous solution with less Nan 10% total organic residues Disposal Method: Transfer Stadon Conrad: Not reported TC0824630.Zr Page 68 Map ID --MAR~FINDINGS ~ ~ ~ , Direction Distance Distance (ft.) Elevation Site Lew ooTy caDlLLac (Continued) telephone: (ooo> ooo-ooao Mailing Address: 6301 SCARLETf CT DUBLIN, CA 94568 County 1 Gepaitl: CAD982464059 . Tepaid: CAD009452657 Gen County: 1 Tsd Counry: San Mateo Tons: .0800 Category. Other organic solitls Disposal Method: Recycler Contact: Not reporied Telephone: (000) 000.0000 Mailing Address: 6301 SCARLETT CT DUBLW, CA 94568 County 1 Gepaid: CAD982464059 Tepaid: CAD009452657 Gen County. 1 Tsd County: San Mateo Tons: .2293 Category: Aqueous solution with 10%ar more total organic residues Disposal Method: Recycler COrIhdG: Not reported Telephone: (000)1W0.0000 Mailing Address: 6301 SCARLE7T CT DUBLIN. CA 94568 Count' 1 Gepaid: CAD982464059 Tepaid: CAD009452657 Gen Counry: 1 Tstl County: San Mateo Tons: .2502 Category. Unspeatied oryanic liquitl mixture Disposal McMOd: Reeyeler Contact: Not reported telephone: (oao} ooo-aooa Mailing Address: 6301 SCARLETT CT DUBLIN, CA 94588 Counry 1 Gepaid: CAD982464059 Tepaid: CAD009452657 Gen County. 1 Tsd County. San Mateo Tons: .4587 Category Oxygenated soNen(s (acetone, butanol, ethyl acetate, etc,) Disposal Method: Recycler Contact: Not reported Telephone: (QOOj 000.0000 Mailing Address: 6301 SCARLETT CT DUBLIN, CA 94588 Counry 1 EDR ID Number Datehase(s) EPA ID Number 1ntro111o1s TC0824630.2r Page 69 Map ID - ~ ~ 'MAPFINDINGS . _ Diredion Diuance DLstance (k.) Elevation Site LEW DOTY CADILLAC (Cordinued) The CA HAZNET database rnnlaurs 10 adtlidonal records for this site. Please contact your EDR Acmunt Executive fw more information. SLIC Region 2: Fedliry lD: 0150323 Region: 2 Fedliry Status: Inactive Staff: BG Last Site Update: 03124119 NPL Status: Not en NPL site Discovery Date: Case Llst: SLIC Imaged: Date Closetl: Nw reported Cost Recovery: Abate McNad: Not reported Substance: Case Type: NT Sample Date: Contamination: Not reported Lead: RWOCB Contamination Level: Number of Munidpal Wells Contaminated q' Site: 0 Number of Private Wells Contaminated by Site: 0 Soil Removal Action TakenMeetled: 0 Soil Removal ar Contaminant Action Started: Soil Removal or Contaminant Acton Completed: 0 OnSite Groundwater Extraction or Containment is Needed: 0 OnSlte Groumlwater ExhacUOn or Containment Started: ORSite GrourMwatw F~ctracUon or Containment a Needed: Off-Site Groundwater F_xtraction ar Containment Started: Length of Contamination Flume (Feet): 0 Depm o} Conmmination Plume (Feet): 0 Wells Closed Due Ta Contamfnatlon o} Slte: Date of Welb Cbsure: Nearest PuDllc w Private Drtnking Water Well (Feet): 0 Under Judstliction of Lead Agenq Date: LeUtudelLongituda: 38I-122 Flow Rate: 0 Flow Date: Percent of Contaminants Contained: 0 Contaminant Type: EPA ID: Stages of SUe IrmrestigaUan Process Initiated: Begun Cnanxter®tion : Not rtyorted Completed Character¢aUon : Not reported Begun RemedWUon: Not reported . Completed Rertrediation: Not repwtad Submitted Remetliation Plan: Not reportetl Approved Remediation Plan: Nw reparfetl Begun Final Remedial Ac0on: Not reported Completed Final Remedial Adbn: Not reported Fedliry Desc: Not reported Comment: Not reported N70 LEW DOTTY CADILLAC SE 6301 SCARLETT CT 1Id-112 DUBLIN, CA 1498 k Higher Ske 2 of 31n dueler N SLIC Region 2 Fadkry lD: 0150322 Region: 2 Not reported Not reported Not reported No No Not reported Not reported EDR ID Number Database(s) EPA ID Number 1000111015 CA SLIC 5 7 013 21376 NIA TC0024630.2r Page 70 Mav lD Direction Distance Distance (ft.) Elevation Site `MAP_~FINDINGS- EDR ID Number Database(s) EPA ID Number LEW DOTTY CADILLAC (Continued) St0732t376 Fadlity Status: Inadive Not reported Staff: BG Not reportetl Last Site Update: OB/10/19 NPL Status: Not an NPL site Discovery Date: Not reported Casa Lis[: SLIC Imaged: Na Data Closed: Nd reported Cost Recovery: No Abate Method: Not reported Substance: Not reported Case Type: NT Sample Date: Not reported Contaminaton: Not reported lead: RWDCB Contaminaton level: Number pf Munidpal Wells Contaminated by Site: 0 Number of Prorate Wells Contaminated by Site: 0 Soil Removal Action TakenMeeded: 0 Soil Removal w Contaminant Adbn Started: Soil Removal or Contaminant Action Completed: 0 OnSile Grountlwater Extraction ar Cpmainment is Needed: 0 OnSite Groundwater Extraction dr Containment Started: OBSi[e Groundwater Extractlon ar Containment is Needed: OB-Site Gmundwater Extracton or Containment Started: Length pf Contamination Plume (Feat): 0 Deptlr pt Contamination Plume (Feet): 0 Wells Closed Due To Contaminadan ar Stte: - Date of Wells Closure: Nearest Publk or Prirate Ddnking Water Well (Feet): 0 Untler Jurisdiction aF Lead Agenry Date: latilude/Longitude: ~ 381-122 Flow Rate: 0 Flow Date: Percent of Contaminants Contained: 0 Contaminant Type: EPA ID: Stages of S'de Imestigatkn Process Initiated: Begun Charecterisadon : Not reported Completed Characterisation : Not reported Begun Remediatlon: Not reported Completed Remediadon: Not reported Submiaetl Remediatlan Plan: Not repartatl Approved Remediation Plan: Not reported Begun Final Remedal Action: Not repprtad Completed Finaf Remedial Actlon: Not reported Fadlity Desc: Not reported Comment Not reported OTt OLD HERALD NEWS LUST S102434830 West 6267 SIERRA CT Cortese WA 1141!2 DUBLM, CA 94566 1545 }L Higlror Slte 1 of 2 in duster O State LUST: Cross Street Not reported Oly Leaked: Not reported Case Number Ot-1566 Reg Board: San Frendsw Bay Regbn Ctremi~l: Diesel Lead Agency: Local Agency Local Agency: 01000 Case Type: Urrde6rred TC0624630.2r Paga 71 Map ID Direction OLwnce Distance (ftJ ElevaUOn Site "MAP. FINDINGS ~ ~ ~ ~ ~ ` OLD HERALD NEWS (CorrUnued) Status: Signed off, remedial action completed or deemed unnecessary County. Alameda ADate Method: No AcUOn Taken - no action Dos as ye[ been taken at the site Review Date: Nat reported Confirm Leak: Nm reported Workplan: Nat reported Prelim Assess: Not reported Pollution Char. Not reported Remed Plan: Not reported Rerned Action: Not reported Monitoring: Not reported Close Date: 7/9/1997 Release Date: 2/5/1991 Cleanup Fund Id :Not reported Discover Date : ?15/1991 Erlforeement Dt : 5/5/1992 Ent Type: Not reported Enter Date : 7/'1011992 Funding: Federal Funtls Slaft InUlaLa: UNK How Discovered: Tank Closure How Stopped: Close Tank Interim : No Leek Cause: Strectwe Failwe Leak Source: Tank MTEE Date : Not reported Max MTBE GW : Not reported MTBE Tested: Not Requ'ved m De Tested. Pdodry: Not reported Local Case # : 3728 Benefidal: Not reported smtr: cTH GW Qualifies : Not reported Max MTBE Sal : Nat reported Soil Qualifies : Nat reported Hydr Basin #: No[ reported Operator : Not reportetl Oversight Prgm: Local Oversight Progrem UST Oversight Prgm : LOP Review Date : 711511997 Stop Date : 2/5/1997 Work Suspentled iJ Responsible PartyBLANK RP RP Adtlress: Not reported Gb6al ld: T0600107441 Org Name: Not reported Contact Person: Nat reported MTBE Conc: 0 Mtba Fuel: 0 Water System Name: Not reported Well Name: Not reported Distance To Lust 816.4044695974315135593543129 Waste Discharge Global ID: Not reported Waste Disch Assigned Name: Not reported LUST Alameda County: Region : ALAMEDA StaNa : Signed off, remedial action completed w deemed unnecessary Fatlliry Type : Soil ony ' Casa Closed : Y LOP Stews : InaeUve Source of FurM : Federal EDR ID Number Database(s) EPA ID Number 9102434630 TC0824630.2r Page 72 Map ro `MAP~FINDINGS" . Dkecdon Distance Distance (ft.) Ebvation Sita OLD HERALD NEWS (Continued) Subsmnce : Diesel Multiple Responsible Parties : No CORTESE: Reg Id: 01-1566 Region: CORTESE Rag By: Leaking Undergrouruf Storage Tanks EDR ID Number Database(s) EPA ID Number 072 PRNATE RESIDENCE West 344.5 JACKSON STREET valn , ca 1545 tt Higtwr Site 2 of 21n duaDer O LUST Region 2 Region: Facility Id: Entered Date: Fedliry Status: Maximum Soil Concentretion: Maximum Gmundweter Impact: County Current Benzene: MTBE Detected in GW: MTBE Detected in Soil: MTBE: MTBE Qualify: UST San Frencisw Caunry: Faaliry ID: 3728 Tank ID: Nat reported Manufadurer. Not reported Other lntador Uning: Receive Date: 5/10/99 0:00:00 Owner Name: Nat reported Certfied Dana: 9!13199 0:00:00 FWg: CLOSED Otner Canosion Pretaetion: Drop Tube: Nat reported Stoker Plate: Not reported Contents A: Not reported Canteens B: Ndt mported Contents C: Not reported Maifmg Name: Not reported Mailing Address: Not repored Other Substance: Not reported Tank Construction Type: Tank Material: Interior Lining: Corrosion Pmtectlon: Spill Contamination Insta0ed Date: OverfiO Prevention Installed Date: Piping Type: Piping Aboveground: Piping Underground: Piping CoreWCdon: Piping Cereouction Aboveground: Piping Canntruction Underground: Piping Material: ONer Piping Material: 5102434630 UST 0003713821 LUST NIA 2 01-1566 0711011992 Signed off, remedial egicn completed or deemed unnecessary 0 0 Alemetla Not reported Not reported Not reported 0 Not reported Not reported Not reported Not reported No[ reported Not reported Not reportetl Not reported No[ reported Not mportetl Not reported Not reportetl Not mported Not reported Not mported Not reported Not reported Casa Number. Nat reported Tank Capacity: Not reported Date Installed: Not mported Close Date: 5n6/99 0:00:00 Dispenser. Not reported TC0824630.2r Page T3 Map ID r ~ ~ FMAP FINDINGS ~ -' Direction Distance Distance (k.) EDR ID Number Elevation Site Database(s) EPA ID Number PHNATE RESIDENCE (Continued) 0003713321 Piping Matedal Aboveground: Not reportetl Piping Material UrWergrtwnd: Not reported Pipe Leak Detection: Not reported Esdmatetl Last Date Used: Nol reported Estimated Ouanury Remaining: Not reported Inert Filing: Nat reported JurisditYion: Not reported ' Other Tank System: Not reported ONer Tank Leak Detedicn: Nat reported Other Pipe Leak Deledion: Not reported Methanol Compatible: Not reported P73 CHMIRS 3100280689 SSE WIB tt560 ~ HOPYARD RD. N/A 1/41!2 PLEASANTON, CA 1580 ft Nigher She 1 0! 2 In cluster P CHMIRS: OES Control Numher. 9990715 DOT ID: 1993 DOT Hazard Class: FWmmable liquid Chemical Name: DIESEL FUEL Extent of Release: Not reported CAS Number. Not reported puan5ty Released: 50 Environmental Conreminatlan: A'v Pmperry Use: Freeway Inddent Date: 13-0CT-88 Date Completed: 13-OCT-88 Time Completed : 2023 Physinl Stain Stored : Liquid Physical State Released : Liquid • Release Unit: Galbns Container Description : 1 Container Type : 01 Contairrer Material : Aluminum and Aluminium allays Level OF Container : 10 Container Capacity : BO Container Capady Units (wde) : 2 Extern OF Release (mde) : 6 Agency Id Number : 1095 Agenq Inddent Number : 81861 OES Incident Number : 9990715 Time No0fied : 1922 Surrounding Area : 500 Estimated TempereWre : 62 Preperty Marragemem: S More Tian Two Substances InvoNad7 : Not reported Special Sudies 1 : Not reported Spatial Studies 2: Not reported Spatial Studies 3 : Not reported Spacial SNtlles 4 : Not reported Spatial Studies 5: Not reported Spatial Sudies 6: Not reported Responding Agency Personal # Of Injuries : Not reported Responding Agency Personal # Of Fatalities : Not reported Rasp Agnq Personal # Of Decontaminated : Not reported Others Number Of Decontaminated : Not reportetl Ohers Number Of Injuries : Not reported Others Number Of Fatali0es : Not reported Vehida Maketyear: WHITE FREIGHTLINER / 1985 Vehitle License Number : 2N34275 TC0824630.2r Pege 74 Map ID _ =MAP FINDINGS - DirerAion Distance Distance (ft.) Elevation Site (Cantlnuedj Vehicle State : CA Vehicle b Number : Nat reported CAIDOTIPUGICC Number : Not reported Company Name : LUCKY STORES Reporting Officer Nama40 : JOHN VINSON Report Date : 13-OCT-88 Comments : No Fadliry Telephone Number : 4 7 5 484-81 0.5 FOR ID Number Database(s) EPA ID Number 9100280689 P7d CHMIRS 5100276447 SSE W.B. #580 ~ HOPYARD ROAD ~ NIA 714-if2 PLEASANTON, CA 94566 1589 ft. Higher Site 2 012 in Ouster P CHMIRS: OES Control Number. 9099560 DOT ID: 1993 DOT Hazard Gass: Flammable liqu id Chemical Name: DIESEL FUEL Extent of Release: Not reported CAS Number. Not reported Quantity Released: 3 Errvimnmantal Contamination: Arr Pmperry Usa: Freeway Irtcioent Data: 25-SEP-90 Oate Completed: 25-SEP-90 Time Completed : 605 Physical State Stored : Uquid Physical State Released : Liquid Release Unit: Ga0ans Container Descriptlan : 1 Container Type : 07 Container Material : Aluminum and Aluminium alloys Level Of Container : 10 Container Capadry : 750 Container Capadty Unhs (coda) : Z Extent Of Release (code) : 4 Agency Id Number : 1095 Agency Inddent Number: 01924 OES Inadent Number: 9099560 Time Notified : 523 Surrounding Area : 500 Esdmatetl Temperature : 65 Property Management: S More Than Tvo Substarrees Imolved9 : Nol reported Special Sludie9 1 : Nol reported Sperial3 W dies 2 : Not reported Spatial Sudies 3 : Not reported Spatial Studies 4 : Not reported Spatial Studies 5 : Not reported Special Studer 6 : ~ Not reported Responding Agenq Personal # Of Injuries : 0 Responding Agency Personal # Of Farsfiaes : 0 Rasp Agnrry Personal # Of Oecontaminatad : 0 Others Number Of Decontaminated : 0 Others Number Of Injuries : 0 Others Number Of Fatalities : 0 - Vehicle Makelyear : FREIGHTLINER 87 Vehfde License Number : Not reported Vehicle ShW : CA Veliwle Id Number: Not reported CAIDOTrPUGICC Number : Not reported TC0824fi30.2r Poge 75 Map to Direction Distance Distance (ft.) Elevation Site -._ . ~ '-MAR: FINDINGS ~ .. (Contlnuad) Company Name: Reporting Otfimr NameAD Report Date Comments Faality Telephone Number NTS U HAUL SE 6265 SCARLETT CT 114.1/2 DUBLIN, CA 94568 1632 ft Higher Site 3 of 3 In Guater N LUST Alameda Coumq:. Region Status Fadlity Type Case Closed LOP Stews Source of Funtl Substance Multiple Responsible Parties Not reported JOHN W. VINSON CAPT. 25•SEP-90 Nc 415867-8114 AI.AMEDA Signed aff, remedial ac9on mmple0ed or deemed unnecessary -0- Y -a- •4 -0- -0. 076 TEXACO STATION S5481A58-008 NNW MAIN ST 1/4-112 ' SANTA MARIA, CA 93456 1x91 n Higher Site 1 of S In cluster 0 Slate LUST: Cross Street Not reported Dry Leaked: Not reported Case Number 3190 Reg Board: Central Coaat Region Chemical: Unleaded Gasoline Lead Agenq: Local Agency Local Agency: 42000 Case Type: Soil onty Status: Final Remediation plan Approved County: Santa Barbara Abate Method: Vent Soil • bore twles in soil to allow wlatilization of contaminants Review Date: 912/1988 Canfirtn Leak: Workplen: 4/1/1999 Prelim Assess: Pollution Char. 6/14H989 Remed Plan: Remed Action: Not reported Mondodng: Close Date: Not reported Release Date: 7!1111989 Cleanup Fund Id :Not reported Discover Date : 7111/1988 Enforcement Dt : 1/1/1965 Erd Type: 000 Enter Date : Not reported Funding: Federel Funds Stag Initials: 631 How Discovered: No[ reported How Stopped: Not reported Interim : Nat reported Leak Carle: Nat reporteo &211988 4/111989 6/1d/i989 Not reported EDR ID Number Database(s) EPA ID Number 9100278461 LUST S705021545 NIA LUST 5103556035 N/A TC0824630.2r Page 76 Map ID Direction Drstance Distance (ft.) Elevatlon Site MAP~FINDINGS NR RN STEPAN (Contlnued) LUST Region 2: Region: Fadliry Id: Entered Date: Fatlllry SOlWS: Maximum Soil Concentration: Maximum Groundwater Impact: Caunry Cunent Benzene: MTBE Detected in GW: MTBE Deteced in Sdil: MTBE: MTBE OuaBfy: 2 01-1988 06H4/1996 Signetl oP, remedial acdon completed or deemeo unnecessary 0 0 Alameda Not reported Not reported Not reported 0 Not reported 5103773074 L68 MR RN STEFAN Car0aao 5100866128 North 5965 DOUGHERTY RD NIA 114112 DUBL01, CA 94568 1360 ft Higher Slte 6 of fi in ctucter L CORTESE: Reg ld: 01-1968 Region: CORTESE Reg By. Leaking Underground Storage Tanks N69 LEW DOTY CADILLAC RCRISSgG 1000111014 SE 6301 SCARLETT C'T FINDS CAD982484059 114112 DUBLIN; CA 94566 HAZNET 1498 tl CA SL1C Higtrer Slta 1 of 31n Uusmr N RCRIS: Owner. LEWIS E DON (415)555-1212 EPA ID: CAD982464059 ContaU: ENVIRONMENTAL MANAGER (415) 828-3689 Classi8catlon: SmaO Orrantiry Generator Used Oil Recyc: No TSDF AUMtles: NU reported V'wlation Staters: No viola8ons found FINDS: Other Pertinent Envcanmental AUivity Identifred al Site: Fatl0ry Registry System (FRS) Resoume Conservation and Remvery AU inforrtre8on system (RCRAINFO) HAZNET: Gepeid: CAD982464059 Tepaid: CAD980887418 Gen County. 1 Tsd County. 7 Tons: .6255 Category: Aqueous soWiion with less than 10% total organic residues Disposal Method: Transfer Sta0an COntaCt: NU reported EDR ID Number Database(s) EPA ID Number TC0824630.2r Page 68 Map ID 'MAP FINDINGS' DlrediOn Distance Distance (fl.) Elevation Site LEW DOTY CADILLAC (Contlnued) Telephone: (000) 000-0000 Mailing Address: 6301 SCARLEff CT DUBLIN, CA 94568 Coumy 1 Gepeid: CAD982464059 Tepald: CAD009452657 Gen County: 1 Tsd County: San Mateo Tans: .0500 Category: Other organic solids Disposal Method: Recyder Contact: Not reported Telephone: (000)000.0000 Maiing Address: 6301 SCARLETT CT DUBLIN. CA 94568 Coumy 1 Gepeid: CAD982464059 Tepaid: CAD009452657 Gen County. 1 Tsd County: San Mateo Tons: .2293 Category: Aqueous solution wiN 10% or more total orgaNC residues Disposal Method: Racycler ContacT. Not reported Telephone: (000) 000-0000 Mailing Address: 6301 SCARLEfr CT DUBLW, CA 94566 County 1 Gepaid: CAD982464059 Tepeid: CAD009452657 Gen County. 1 Tsd County. San Mateo Tans: 1502 Category. Unsped0etl organic liquid mlxNre Disposal Method: Recyder Confect Nat reported retaphpne: (DOO) 900-0000 MaOing Address: 6301 SCARLETT CT DUBLW. CA 94568 County 1 Gepaitl: CAD982464059 Tepaid: CAD0094521i57 Gen Courtly. 1 Tsd Coumy. San Mateo Tons: .4587 Category: Oxygenafetl advents (acetone, butand, ethyl arstate, etc.) Disposal Method: Recycler COn18Ct: No[ reported Telephone: (000) 000-0000 MaiII'efg Addresv: 6301 SCARLEff CT DUBLM. CA 94568 Caunry 1 EDR ID Number Database(s) EPA ID Number '1000111015 TC0824630.2r Page 69 Map ID -MAPFINDINGS: Direction Distance Distance (ft.) Elevation Site LErv Don caDILLAC (Cordlnued) The CA HAZNET database contains 10 additional records for the site. Please contact your EDR Account Executive for more information. SLIC Region 2: Fadliry lD: O1 50323 Region: 2 . Fadliry Status: inactive StafF. BG Lest Site Update: 0324119 NPL Status: Not an NPL site Discovery Date: Case List: SLIC Imagetl: Date Closed: Not reported Cast Recovery: Abate Method: Not reported Substance: Case Typo: NT Sample Date: Conamiretion: Nat reporoed Lead: RWDCB Comamination Level: Number of Munidpal Wells Contaminated by Site: 0 Number of Private Wells Contaminaed a1 Site: 0 Sail Removal Action TakenlNeeded: 0 Safi Removal or Contaminant Action Started: Soil Removal w Contaminant Action Completed: 0 On-Site Grtwntlwater Exgacdon or Containnent 6 Needed: 0 On-Ske GraurWwater Extraction or Corrtainment Started: OflSke Groundwater Extraction or Containrtrem's Needed: OR-Site Groundwater Extraction or Containment Started: Length of Contamination Plume (Feet): 0 Depth of Contamination Plume (Feet): 0 Wells Cosed Due To Contamination of Site: Date of Wells Closure: Nearest Publk w Private Ddnking Water WeII (Feel): 0 Untler Jur'sdicddn of Leatl Agency Date: LatlWtlelLOngitude: 38 / -122 Flow Rata: 0 Fhtw Data: Percent of Contaminants Contained: 0 Contaminam Type: EPA ID: Stages at Site Irnestigation Precess Initiated: Begun Charectedadim : Not reported Completed Character®tion : Nat reported Begun Rertrediation: Not reported Compbted Rmnediation: Not repored Submitted Remediation Plan: Not reported Approved Remedfation PWn: Not reported Begun Final Remedial Actlon: Not reported Completed Final Remedial AcBon: Not reported Fadliry Desc: Not reported Comment Nw reported N70 LEW DOTTY CADILLAC SE 6301 SCARLETT LT 11412 DUBLn+, CA 1498 ft Nigher Site 2 of 1 In cluster N SLIC Region 2: Fatl1lry ID: 01 S0322 Region: 2 Not reported Not reportetl Not reported NO No Not reported Nw reported EDR ID Number Database(s) EPA ID Number 1ooo++wls CA SUC 5 7 0 /321378 NIA TC08241a'30.2r Page 70 Map ID Diretxion DLstance Distance (ft.) Elevation Site *MAP~FINDINGS --~ ~EDR ID Number Database(s) EPA ID Number LEW DOTTY CADILLAC (Contlnued) 5101321776 Fadliry Status: Inactive Nw reported Staff BG Not reported Laetsdeupdate: ofina7s NPL Status: Not en NPL site Discovery Date: No[ repor9ed Case List: SLIC Imaged: No Data Closed: Not reported Cast Recovery: No Ahate Mettrod: Not reported Substance: Not reported Case Type: NT Sample Date: Not reported Contamination: Nw reported Lead: RWOCB ConlBmirtation Level: Number of Municipal Wails Contaminated by Site: 0 Number of Private Wells Contaminated M S@e: 0 Spit Removal Action TakenMeeded: 0 SoG Removal or Coniemirmnt Action Sorted: Shc Rertroval w Contaminant Attiwr Completed: 0 On-Site Groundwater Extraction or Containment is Needed: 0 On3ita Grountlwrater Extraction ar Containment Started: OR3ite Groundwater Extraction or Containrtrent is Needed: Oft-Site Groundwater Extraction or Containment Started: Leng0t of Contaminatbn Ptume (Feet): 0 Depth of Contamination Plume (Feet): 0 WeILv Closed Due Ta Contamination of Site: Data of Wells Cbsure: Nearest Public w Private Drinking Water We0 (Feet): 0 UtMer Jurisdlctlon d lead Agency Date: LedWdeA-angitutle: 38 / -122 Flow Rate: 0 Flow Date: Percent d Contaminants Contained: 0 Contaminant Type: EPA ID: Stages of Site Irwesdgatlon Process Inltiatetl: Begun Charectertratbn : Nat reported Complamd Characterisation : No[ reported Begun Remediatlon: Nw reported Completed Remedlatlon: Not reported ' Submitted Remediatlan Plan: Nat reported Approved Ramediation Plan: Nw reported Begun Final Remedial Adbn: Npt repartetl Completed Final Remedial Action: Not reported Fadliry Desc: Not reported Comment Nat reported 071 OLD HERALD NEWS LUST 5702434630 West 6207 SIERRA CT Corfoae N!A 114.1!2 DUBL01, CA 94568 1545 R Nigher SMe 7 of 2 in duster O Stara LUST: Cross Street Nol reported Oly Leaked: NOt reported . Case Number 01-1666 Reg Board: San Francisco Bay Regbn Chemical: Dime! Lead Ageny: Local Agertcy Local Agency : 01000 Case Type: Undefirred TC0824630.2r Page 71 Map N Direction Distance Distance (ft.) Elevation Site MAP FINDINGS OLD HERALD NEWS (CorNnued) Status: Signed aft, remedial action completed or deemed unnecessary Counts Aameda Abate Method: No Action Taken - no action has as yet been taken at the site Review Date: Not reported Confirm Leak: Not reported Workplan: Not reported Prelim Assess: Not reported Pollutlon Char. Not reported Rertred Plan: Nat reported Remed Action: Not reported Monitoring: Not reported Close Date: 7/9/1997 Release Date: 21511991 Cleanup Fund Id : Not reported Discover Date : ?!511991 Errforcemant Ot : 516/1992 Ent Typa: Not reported Enter Date : 7/1011992 Funding: Federal Fulls Staff Inidals: UNK How DLamvered: Tank Closure How Stopped: Close Tank Imedm : No Leak cause: Swcwre Fauure Leek Source: Tank MTBE Date : Not reported Max MTBE GW : Not reported MTBE Tested: No[ Requkad to be Tested. Pdodry: Not reported Loral Case # : 3728 Benefidal: Not reported smft: cTH GW Qualifies : Not reported Mex MTBE Soil : Not reported SWI tluallfies : Not repOrtetl Hydr Basin #: Nat reported Operator : Not reported Oversight Prgm: Local Oversight Program UST Oversight Prgm : LOP Revew Date : 7/15/1997 Stop Data : 2!5/1991 Work Suspended N Responsida PartyBLANK RP RP Address: Not reported Global id: 70600101441 Org Name: Nat reported Contact Perm: Not reported MTBE Cone: 0 Mtba Fuet 0 Water System Name: Not reported Well Name: Not reported Distance To Lust 816.4044695974315135593543129 Waste Discharge Global ID: Not reported Waste Disrlr Assigned Name: Not reportatl LUST Alameda County. Region: ALAMEDA Status : Signetl off, remedial eGlon completed ar deemed unnecessary Faaliry Typo ; Soil onty Case Closed : Y LOP Sfahrs : Inaetlve Sounx of Fund : Federal EDR ID Number Database(s) EPA ID Number 3102030830 TC0824630.2r Page 72 Map ID Direction DLstanca Distance (fl.) Elevation Site •MAPFINDING& ~EDR ID Number Database(s) EPA ID Number OLD HERALD NEWS (CoMlnued) 5102436630 Substance : Diesel Multiple Responsible Pertks : No CORTESE: Reg Id: 01-'1566 Region: CORTESE Reg fiy: Leaking Underground Storage Tenks 072 PRNATE RESIDENCE UST 0003773821 West 3d45JACKSON STREET LUST NIA 114-112 , CA 1545 ft Hlghar Site 2 M21n duster O LUST Region 2: Region: Faaliry Id: Entered Date: Faaliry Status: Maximum Sos Conrxnbatlon: Maximum Groundwater Impact: Counry Curtant Eenzena: MTBE Detected in GW: MTBE Detected in Soil: MTBE: MTBE Qualify: UST San Frencisco Counry: FadIIryID: 3728 Tank ID: Not reported Manufacturer. Not reported Other Imerfor Lining: Receive Dete: 5/10/99 0:00:00 Owner Name: Not reported CerlrFied Data: 9/13/99 0:00:00 Flag: CLOSED Omar Corresion Pretectlan: Dmp Tube: Not reported Stdker Plate: Not reported Contents A: Not reported Contents R: Not reported Contents C: Nol reported Meiling Name: Nat reported Melling Address: Not reported Omer Subsmnce: Not reportmd Tank Coretructlon Type: Tenk Materal: Intedor Lining: Corrosion Pmtectlon: Spill Conteminatlon Installed Date: Overfill Preventlon Ireialled Date: Piping Typa: Piping Aboveground: Piping Undergreund: Piping Conswcdon: Pipbrg Constructlon Algvegramd: Piping DdratNCtlon Underground: Piping Matedal: Omer Pipvrg Material: 2 Ot-1566 mnai99z Signed oft, remedial anion mmpleted or deemed unnecessary 0 0 Alameda Not reported Not reported Not reported 0 Not repartad Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Nat reported Not reported Not reported Case Number: Nat reported Tank Capaary: Not reported Date Installed: Not reported Close Date: 526+99 0:00:00 Dispenser. Not reported TC0824630.2r Paga T3 Map ID ': MAP FINDINGS ~` Di di re on Distance Distance (fl.) EDR ID Number Elevation Site Darehase(s) EPA ID Number PRNATE RESIDENCE (CoMlnued) 0003717821 Plying Material Aboveground: Nm reported Piping Material Underground: Not reported Pipe Leak Detedion: Not reported Estimated Last Date Used: Nat reported Estmated Duantiry Remaining: Not reported ' Inert Filing: Nat reported Jurisdiction: Not reported Other Tank System: Not reported ONer Tank Leak Detection: Not reported Other Pipe Leak Detection: Not reported Methanol Compa9ble: Not reported P73 CHMIRS 5190280889 SSE WB i580 [{~ HOPYARD RD. NIA 1!4112 ~ PLEASANTON, CA 1580 ft Higher Slte 1 of 21n duster P CHMIRS: OES Contrd Number. 9990715 DOT ID: 1993 O0T H879N Class: Flammable liquid Chemical Name: DIESEL FUEL Extant of Release: Not reporletl CAS Number. Nat reported Ouantiry Released: 50 Environmental Contamination: Air Preperry Usa: Freeway Incident Date: 13-0CT-86 Data Completed: 13-0CT-88 Time Completed : 2023 Physirrl State Stared : Liquid Physlol State Released : LlQUid ' Release UnB: GaOOns Container Description : 1 Container Type : 01 Container Material : Aluminum and Aluminium alloys Level Of Container: 10 Contairer Capedry: ao Contairer Capacity Units (code) : 2 Extem a Release (coda) : 6 Agency Id Number : 1095 Agency lnddent Number: 67861 OES Indderd Number: 9990715 Time Notified : 1922 Surrounding Area : 500 Estlmatetl Temperature : 62 Property Management: S More Tian Two Subsmrrcc Imohred7 : Not reporetl Specal Sudies 1 : Nat reported Spada! Studies 2 : Not reported Spedal SWtlies 3: Not reported Spedal Sudies 4 : Not reported Specal SNdres 5 : Not reported Special SWtlies 6 : Nol reported RespoMkg Agency Personal # Of Injuries : Not reported Responding Agency Pewonel # Of Fatalities : Nat reported Rasp Agnq Personal # Of Decontaminated : Not reported ONxs Numlrer Of Decontaminated : Not reported Omers Number Of Injuries : Not reported Others Numlrer Of Fatalitles : No[ reported Vehicle Maketyear: WHITE FREIGHTLINER / 1985 Vehicle License Number: 2N34275 TC0824630.2r Page 74 Map ID ~ :MAP FINDINGS. Direction Distance Distance (R.) Elevation Site (Cortlinued) Vehicle State : CA Vehicle Id Number : Not reposed CA1D0T1PUClICCNumber: NbtrepoRed Company Name: LUCKY STORES Raportlng Of0cer NamaIID : JOHN VINSON Report Date: ~ 73-0CT-88 Comments : No Fadary Telephone Number : 4'15480.810.5 EDR ID Number Database(s) EPA ID Number 5700280889 P74 CHMIRS S100278441 SSE W.B. 11580 ~ HOPYARD ROAD NIA 714112 PLEASANTON, CA 94566 1589fL Higher She 2 of 2 In duster P CHMIRS: OES Control Number. 9099560 DOT ID: 1993 DOT Hazard Class: Flammable liquid Chemiml Name: DIESEL FUEL Extent d Release: Nat reported CAS Number. Nm repartatl Ouantlry Released: 3 Ernirenmenml Contaminatlm: Air Preperty Use: Freeway Irrdtlent Date: 25-SEP-90 Oate Completed: 25-SEP-90 Time Completed : 605 Plryskal State Stored : Uquid Physical Stare Released : Liquid Reease Una : Gallma Container Description : 1 Container Type : pt Conainer Material : Aluminum antl Aluminium alloys Level Of Conrainer: tp Container Capedry: 150. .._ , Container Capadry Units (mde) : 2 Extem Of Release (mde) : 4 Agentry Id Number : 7095 Agency Inddent Number: 01924 OES Inddem Number: 9099560 T(me Notlfietl : 523 Surreundirrg Area : Spp Esdmated TempereWre; 65 Preperty Management: S More Than Two Substances ImaNed7 : Not reporte0 Spedal SWdles 1 : Not reported Spedal SWdles 2: Not reported Spedal SWdles 3 : Not reported Special SWdles 4 : Not reported Spedal SWdles 5 : Not reported Spedal SWdles 6 : Not repore0 ResporWirg Agency Personal # Of Injudes : 0 Responding Agency Personal # Ot Fatalities : 0 Rasp Agncy Personal # Of Decontaminated : 0 Others Number O/ Decontaminated : 0 Others Number Of Injudes : 0 Omers Number Of Fatalities : 0 Vehicle Maketyear : FREIGHTLINER 61 Vehicle Ucense Number : Not reported Vehicle State : CA Vehicle M Number : Not reported CA7DOTIPUGICC Number: Not reported TC08246302r Page 75 Map ID Direction Distance Distance (tL) Elevatbn Site =MAP~FINDINGS-. (Cordinued) Company Name: Reporting Officer NamellD Repot Date Commems: Fadiiry Telephorre Number N75 U HAUL SE 6265 SCARLETT L'T 114-1f2 DUBLIN, CA 94566 1832 tt Higher Site 3 of 3 In duster N LUST AWmeda Coumy Region : ALAMF-DA Status ; Signed off, remetlial action mmdeted ar deemed unnecessary Fadlily Typo : -0- Case Closed : Y LDPStaWS: -Q Sourm of Fund : -0. Subslanca : -0- Multiple Responsible Parties : -0- 078 TE1(ACO STATION SSp61-058-008 NNW MAIN ST 11h1R SANTA MARL4, CA 93454 2801 it Higher Site 1 of 5 In duster 0 State LUST: ' Cn1ss Street Not reported OtY Leaked: Not reported Case Number 3190 Reg Board: Central Coast Reglon Chemi~l: Unbaded Gasoline Lead Agency: Local Agenq Local Agency : 42000 Case Typa: Soil Doty Status: Final Remediatbn plan Approved County: Santa Barbara Abate Method: Vent Soil -bore hales in soil to alknv votatlOratfon of contamirtanis Review Date: 8/2/1988 Conflrtn Leak: Worl~lan: 4/1/1989 Prelim Assess: Pollution Char. 6/1d/1989 Reined Plen: Reined Actlan: Not reported Monitoring: Close Data: Not reported Release Date: 7/1111988 Cleanup Fund Id :Not reported D'aeover Date : 711111988 EMorament Dt : 111/1985 Enf Type: 000 Enter Date : Not reported Funding: Federal Funds Staff Initials: 631 How Discovered: Nat reported How Stopped: Not reported Intedm : Not reported Leak Cause: Not reported Not reported JOHN W. VINSON CAPT. 25SEP-90 No 415847$114 8271988 41111989 6114/1989 Not reported EDR ID Number Database(s) EPA ID Number 5100278441 LUST S705021545 NIA LUST S103S58035 NIA TC0824630.2r Paga 78 Map ID ~ ~MAP'FINDINGS ~ - Diredion Distance Distarce (ft.) Elevation Slte TEXACO STATION SS/61-058-008 (Corrtinued) Leak Source: Not reoarted MTBE Date : Not reported Max MTBE GW : Nat reported MTBE Tested: Sile NOT Tested for MTBE.Indudes Unknown and Not Anaryzed. Pdoriry: 382 Loral Casa # ; 52071 Beneficial: Not reported Staff : RBA GW Ouelfies : Not reported Max MTBE Sal : Not reportetl Scil OualiBes : Not reported Hydr Basin #: Not reported Operator : Not reportetl Oversight Prgm: Local Oversight Program UST Oversight Prgm : LOP Review Date : Not reported Stop Date : Na[ reported Work SusperMed iJat reported Responsible PartyNa reported RP Adtlress: Not reported Gobal Itl: 70609300622 Org Name: Not eported Contact Person: Not reported MTBE Conc: 0 Miba Fuat 1 Watw System Name: LOS ALAMOS CSD Well Name: WELL 02 -DESTROYED Disance To Lust 1227.4557437078954060415888293 Waste Discharge Global ID: W0608310002 Waste Disch Assigned Name: 08N/32W-30H07 S EDR ID Number Database(s) EPA ID Number 5103556035 077 AMERICAN XTAL TECHNOLOGY Rt~IS-lOG NNW 8780 SIERRA CT, SURE I FINDS 1/4.12 DUBLIN, CA 29032 LUST laaz n H~NET. Higher Sita 2 of 5 In cluster O RCRIS: Owner. AMERICAN XTAL TECHNOLOGY (415)833-0553 EPA ID: CAD983595976 Contact FRED WANG (415) 833-0553 Classiflratlon: Large Ouantlty Generator Used Oil Recyc: No TSDF Adivltles: No[ reported Violatlon Status: No violations found FINDS: Other PerBnenl Envkonmental Activity (denh7ed al Site: Fatltlry Registry System (FRS) Nallonal Emissions TrerWs (NET) National Toxics Inventory (NTI) Resource Canserva8on antl Recovery Act Irrfonnatlon system (RCRAINFO) 1000595846 CAD983595976 TC0824630.2r Page 77 Map ID Diret3iat Distance Distance (ftJ Elevatlon Site %MAAFINDINGS EDR ID Number Database(s) EPA ID Number AMERICAN XTAL TECHNOLOGY (Continued) 1000595646 LUS7 Alameda County Region : ALAMEDA Status : Signed off, remedial action completed or deemed unnecessary Fadlity Type : -4 Case Closed : Y LOP Status: •0• Source of Fund : -0- Substance: -4 Multipb Responsible Parties : -0- HAZNET: Gepaid: CAO983595976 Tepaid: UTD981551989 Gen Courtly. 1 Tsd Count'. 0 Torts: .7500 Category. Alkaline solution (pH <UN-> 125) with metals (antimorry, arsenic, barium, beryllium, cadmium, chromium, mba8, copper, lead, meroury, motybdenum, nickel, aebnium, silver, thallium, vanadium, and zinc) Disposal Methotl: Not reported Contact MORRIS YOUNG Teephone: (510) 833A553 Meiling Adtlress: 4311 SOLAR WAY FREMONT, CA 94538 County 1 Gepaid: CAD983595976 Tepaid: UTD981551989 Gen Coumy. 1 Tsd Courrty. _ 0 Tare: 1.3000 Category: Other inorganic slid waste Disposal Mettrotl: Not mportetl Conroe: MORRIS YOUNG Telephone: (510)833.0553 Malting Addre.~: 4311 SOLAR WAY FREMONT, CA 94538 Count' 1 Gepaid: CAD983595976 Tepaid: CAD050806850 Gen County. 1 Tsd County: Los Angeles Tore: ?293 Cazegory. Urepeti0ed soNem mixWre Waste Oapasal Medtod: NOI reported Contact MORRIS YOUNG Teephone: (510) 8330553 Mairng Address: 4311 SOLAR WAY FREMONT, CA 94538 County 1 TC08246302r Page 78 Map ID "; MAPfINDINGS _. ~~ Direction Distance Distance (ft.) Ekva0on Site AMERICAN XTAL TECHNOLOGY (Continued) Gepaid: CAD983595976 Tepaid: CAD050806850 Gan County. 1 Tsd County. Los Angeles Tons: .2293 Category: Off~pecifip0on, aged, or surplus inorganics Disposal Method: Treatment, Tank Conrad: MORRIS YOUNG Telephone: (510) 8330553 Mailing Address: 4311 SOLAR WAY FREMONT, CA 94538 County 1 Gepaid: CAD983595976 Tapaid: CAD050806&50 Gen Courtry: 1 Tsd Count'. Los Angeles Tons: .2293 Category: Unspedfied solvent mixture Waste D'~sposal Methotl: Transfer Station Conrad: MORRIS YOUNG Telephone: (510) 8330553 Mail'mg Address: 4311 SOIAR WAY FREMONT, CA 94538 County 1 1000595646 Tha CA HAZNET database contains 64 additlonal records forthis site. Please tooted your FAR Account Exeartive for more information. 078 AMERICAN XTAL TECH ~ LUST S105021544 NNW 6785 SIERRA CT, STE D N/A 1/4-12 DUBLIN, CA 94568 1808 }L Higlrer SUe 3 of 51n Duster O LUST Alameda County. Region: ALAMEDA Status : Slgrred off, remedial action completed or tleemed unnecessary Fadldy Type : -4 Case Closed : Y LOP Stalls: -0. Source of Fund : -Q Substance: -0. MulBple Responsible Parties : -0- 079 TRINITYIV PROPERTY LUST 5105021533 NNW 8805 SIERRA CT NIA 1/4.12 DUBLM, CA 94568 1844 K Higher Site 4 of 51n duster D LUST Alameda County. Region : ALAMEDA Status : Signed aH, remedial adian completed ar deemed unnecessary Fadliry Typa : -0. Case Cored : Y LOP Status: -0. Source of Funtl : -0. ' FDR ID Number Database(s) EPA ID Number TC0824630.2r Page 79 Map ID _-_ _aMAPFINDINGS Diredion Distance Distance (ft.) EDR ID Number Elevation Site Database(s) EPA ID Number TRINITYIV PROPERTY (Continued) ~ 5105021533 Substance : -0- MulCple Responsible Parties : -b 080 FACILRY 11108.1 Cortese 5 7 0 5025589 ~ NNW 8805 SIERRA NIA 1/418 PLEASANTON, CA 94588 1844ft Higher Sita 5 of 51n duster O CORTESE: Reg Id: 2684 Region: CORTESE Reg By: Leekirg Undergrauntl Storage Tanks 81 CHMIRS 5100219315 West SIERRA LN AT SIERRA CT. NIA 1141!2 DUBLQi, CA 94568 186711 Higher CHMIRS: OES Contrd Number. 9010024 DOT ID: Not reported DOT Ha78rd Class: Not Reportetl Chemkal Name: DIMETHOATE E#em of Rel~se: Not reported ' CAS Number. Not reported Ouanliry Released: Not reported Emimnmental Contamination: None Reported Property Use: CounrylCiry Road Incident Data: 11JAN-90 Date Completed: 11JAN-90 Time Completed : 1600 Physiol State Stored : Sdfd Ptryairal State Released : Not reported Release Unit : Not repartetl Con~irter Deseriptbn : 3 Conainer Type : 19 Container Material : iren Steel and Other Iron Alkrys Level Of Container: 10 Container Capadry : 10000 Ctm~iner Capadty Units (code) : 2 Extent Of Release (mda) : 8 Agency Itl Number : 1715 Agenry Inddem Number: 99999 OES Irkidem Number: 9010024 Time Notified : 1400 Surmuntl'vig Area : 500 Eadrtratetl TempereDrre : Not reported Properly Management : Not reporte0 More Than Two Substances IrnoNed7 : Not reported Spatial Sullies 1 : Not reported Spedal Sudies 2: Not reported Spedal Sudies 3 : Not reportetl Special Studies 4 : Not reported Spedal Studies 5 : Not reporte0 Spedal Studies 6: Not reported Responding Agency Personal # Of Injudes : 0 Responding Agency Personal # Of Fatali5es : 0 Rasp Agnq Personei # Of Decontaminated : 0 Ohers Number Of Decon~minated : 0 Others Number Of Injudes : 0 TC0824630.2r Page 80 Map ID _ °.-MAPFINDINGS7 DireGion - - Distance Distance (R) EDR ID Number Elevation S1fe Database(s) EPA ID Number (COntlnued) 3100219515 Others Number Of Fatalities : 0 Vehitle Makelyear : Not reported Vehida License Number : Not reported Vehida State : Not reported Vehida Id Number : Not reported CA/DOTIPUGICC Number: Not reported Company Name : Not reported Reporting Officer NamellD : JERRY SETO Report Date : 11JAN-90 Commems : Nat reported Fadliry Telephone Number : 416 271-4320 Rffi CHARLES LEMOANE PROPERTY Cortem 5102432592 ESE 6095 SCARLETi CT hUA 1141(2 DUBL91, CA 94566 2275 ft Higher Sitetaf 4lndwterR CORTESE: Reg Itl: 01-1565 Region: CORTESE Reg By: Leaking Underground Storege Tanks R83 CHARLES LEMOANE PROPERTY LUST 0003299997 ESE 6085 SCARLETT CT N/A 1/472 DUHLM, CA 94508 2275 it Higher Site 2 of 41n duster R State LUST: Cross Street Not reported Oly Leaked: Not reported Case Number 01-1565 Reg Board: San Frencisw Bay Region Cheminl: Diesel Lead Agenry: Lopl Agency Local Agency : 01000 Case Type: Other gmuntl water affected Status: Signed off, remetlial action completed or deemed unnecessary County'. Alameda Abate Method: fir®vate and Treat -remove contaminated sdi and oast (IrrrJudes spreading or lend farming), Pump and Treat Gmund Water- gerrerely empbyed to remove dissolved contaminants Revrew Date: Not reported ConBrtn Leak: Not reported Worl~lan: Not reported Prelim Assess: Not reported Pdlution Char. Nd reported Reined Plan: Nd reported Reined Action: Not repor0a0 Monitonrg: Not reported Gala Data: 825/1998 Release Date: 6111/1990 Cleanup Fund Itl :Not reported Discover Date : 611111990 Enforcement Dt : 32311992 Erd Type: Not reported Emer Date : 6/29/1992 Funding: Federal Funds Stag lnitlek: UNK How Discovered: Tank Closure How Stopped: Close Tank TC0824630.2r Page 81 Map ID Direction DLUance Distance (ft.J Elevation Slte - -'eMAPFINDINGS~ - ._.:. CHARLES LEMOANE PROPERTY (Corttlnued) Interim : Yes Leak Cause: SWCaue Failure Leak Source: Tank MTBE Date : 1211965 Max MTBE GW : 110 MTBE Tested: MTBE Detected. Site tested far MTBE 8 MTBE deterzed Pdoriry: Not reported Local Case # : 3730 Benefidal: Not reported sratf: cTH GW Qua9fies : Not reported Maz MTBE Sal : Not reported Soil Qualifies : Not Sported Hydr Basin #: Not reported Operator: Not reported Oversight Prgm: Local Oversight Progrem UST Oversight Prgm : LOP Review Date : &24/1998 Slop Date : 8171!1990 Work Suspended N Resporrsibb PertyBLANK RP RP Address: Not reported Global ld: 70800101440 Org Name: Not reported Conma Petson: Not reported MTBE Cane: 1 Mtba FueL• 0 Water System Name: Not reportetl Well Name: Nat reported Detente To Lust 3908.7341023257531299349899442 Waste Discharge Global ID: Not reported Waste Discfr Assigned Name: Not reported LUST Region 2: Rapion: 2 Fadlily Id: Ot-1565 Entered Data: 0629/1992 Fadlily Status: Signed atf, rerrredial ec0on completed or deemed unnecessary Maximum Sal Concenbatlon: 1500 Maximum Groundwater Impact 65000 County : Alameda Current Ber¢ene: 0 MTBE Detected in GW: 110 MTBE Oeteetetl N So0: Not reported MTBE: 1 W MTBE lha0fy. Not repartetl LUST Alameda County. Region Status Fadlity Type Case Closetl LOP Stelae Source of Fund Substance Multlple Responsible Parties ALAMEDA Signed oB, remade! action completed w deemed unnecessary Other ground water af(ectad Y InacBve Federal Diesel Yes EDR 10 Number Database(s) EPA ID Number U1g3299887 TC0824630.2r Page 82 Map ID Direction Distance Distance (ft.) Elevation Slte -- - =MAP~FINDINGS ~ . R&t SCOTSMAN GROUP ESE 6055 SCARLETT CT 11412 DUBLOt, CA 9456e 2373 ft Higher Slta 3 of 41n duster R State LUST: Cross StreeC Nol reported Dry Leaked: Not reported Caae Number 01.1309 Reg Board: San Frendsm Bay Region Chemical: Gasdirre Lead Agency: Loal Agenq Local Agency: 01000 Case Type: Other greund wafer affected Status: Signed oft, remedial action completed or deemed unnecessary County. Alameda Abate Method: Pump and Treat Grrnard Water - generely emphryed to remove dissolved contaminams Review Date; Not reported Conflnn Leak: Not reported Workplan: 3130/1989 Prefim Assess: 313011889 Pollutbn Char. Not reported Remetl Plan: Nat reported Remed Action: Not reported Monhoring: Not reported Close Date: 10/1511993 Release Date: 102311987 Cleanup Fund Id :Not reported Discever Date : 1 0/2311 98 7 Err(orcement Dt : 327!1992 Erd Typo: Not reported Emer Date : 12/15/1987 Funding: Fedarel FurWs Staff Initials: UNK How Dlscavered: Tank Closure How Stopped: Close Tank Intedm : yes Leak Cause: Structure Failure Leak Source: Tank MTBE Date : Not reported Max MTBE GW : Not reported MTBE Tested: Site NOT Tested for MTBE.Indudes Unknown and Not Aneryzed. Prlodty: Nd reported Loral Case # : 3128 Beneficial: Not reported staff: cTH GW Qualifies ; Not reported Max MTBE Sal : Not reported Shc Oualifles : Nd reported Hydr Basin #. Not reporteC Operator : Not reported Oversight Prgm: Local Oversight Program UST Oversight Prgm : LOP Review Date ; 11!30/1993 Stop Dale: 10!2311987 Work Suspandetl N Responsible ParIyBLANK RP RP Adtlress: Nat reported Global ld: T0600101204 Org Name: Not reported Contact Person: Not teporte0 EDR ID Number Database(s) EPA ID Number LUST S103472186 NIA TC0824630.2r Page 83 Map 10 ~ -MAPPINDING5 ~-` - Diredion Distance Distance (ft) EDR ID Number Ekvetbn Site Database(s) EPA ID Number SCOTSMAN GROUP (Contlnued) 5103472196 MTBE Conc: 0 Mtbe Fuel: 1 W eter System Name: Not reported Well Nama: Not reported Distance To Lust 3906.7341023257531299349898442 Waste Discharge Global ID: Not reported Waste D'sch Assigned Name: Not reported ~ LUST Region 2: Region: Fadlity Id: Emared Date: Fadllry Slaws: Maximum Sail Concentration: Mazfmum Groundwater Impact: County Current Ber¢ene: MTBE Detected In G W: MTBE Detected in Solt: MTBE: MTBE Qualify: 2 01-1309 12n511987 Signed oft, remedial adlon completed or deemetl unnecessary 150 89000 Alameda 760000 Not reported Not reported 0 Nat reported LUST Alameda County: Region : ALAMEDA Status : Signed oft, remedial action completed ar deemed unnecessary Fadliry Typo : Other ground water afteUed Casa Closed : Y LOP Slaws : Inactlve Source of Fund : Federal Substance : Gasoline Multlpb ResporrsBNa PaNes : No - R8s SCOTSMAN GROUP Corbee 3102436609 ESE 6055 SCARLETT CT ~ NIA 1/4-12 DUBLtN, CA 44568 2373 it Higher Sita 4 of 41n Duster R CORTESE: Reg id: 01-1309 Regicn: CORTESE ' Reg BY: Leaking Underground Storage Tanks 588 FlRESTONE RANCH Cortese 5702429961 ESE ABBOTT ST LUST NIA tr41n SAUNAS, CA 2489 R Mlghar SRa 1 013 in duster S State LUST: Cross Street Dry Leaked: Case Number Reg Boats: Chemipl: Leatl Agency: Local Agency Casa Type: Status: Not reported Not reported 204.5 Central Coast Regon Gasoline Weal Agenq 27000 Sal onry Remedial actor (cleanup) in progress TC0824630.2r Page 84 Map ID Diredion Distance Distance (R.) Elevation Slte ~MAPFINDlNGS-:: - FlRESTONE RANCH (Continued) County: Monterey Abate Method: U Review Date: Not reportetl Confirm Leak: Not reported WOrkplan: Not reported Prelim Assess: Not reported Pollution Cher. Not reported Remetl Plan: Not reported Remad Adios: Not reported Monitoring: Not reported Cbse Data: Not reported Release Date: 1011 0/1 9 9 7 Cleanup Fund Id :Not reported D'scover Data: 10/1011991 . Errforcement Dt : Not reported Erd Type: Not reposed Ender Date : 11/&1991 Funding: Not reported SteR Initials: UST How Obcovered: Tank Closure How Stopped: Close Tank Intedm : No Leak Cause: Unknown . Leak Source: Tank MTBE Date : Not reportetl Max MTBE GW : Not reported MTBE Testetl: Site NOT Tested Tor MTBE.Indudes Unknown antl Nat Ana tyzed. Pdodry: 0 Local Case # : Not reported l3enefidal: Not reported SpR: JWG GW Qualifies : Not reported Max MTBE Soil : Not reporle0 SW Qualifies : Not reported Hydr Basin #: 9.10 Operator : Not repented Oversight Prgm: RB Lead Undergreund Storege Tank Oversight Prgm: UST Review Date : 3/26/1993 Stop Date : Not reported Work Suspended Nat reported Responsible PartyNot reported RP Address: Not reported Gobal id: 70605300646 Org Name: Not reported Goofed Person: Not reported MTBE Cone: 0 Mtbe Frret 1 Water System Name: SHERIFF'S POSSE GROUNDS WS We0 Noma: LPA REPORTED PRIMARY SOURCE Distance To Lust 0 Waste Discharge Global lD: W0605302137 Waste Discs Assigned Name:2702137-0OtGEN LUST Region 2- Region: Faality Id: Entered Date: Fadfity Status: Maximum Soil Concentretlon: Maximum Groundwater Impad: Ccunry: 2 01.1250 06117/1993 Signed aR, remedal adios completed or deemed unnecessary 3200 0 Alameda EDR ID Number Database(s) EPA ID Number 3102619981 TC08246302r Page 85 Map ID Dmrdion Distance Distance (R) Elevation Site ~MAP'FINDINGS" - EDR ID Number Database(s) EPA ID Number a S702429981 FlRES70NE RANCH (Corrttnued) Current Ber¢ene: Not reported MTBE Detected in GW: Not reported MTBE Detected in Soil: Not reported MTBE: 0 MTBE Qualify: Not reported LUST Region 3: Case Number. 2045 Cross Street Not reported Responsible PartyNot reported Operator. Not reported Loral Agency'. 03 Loral Case Num : Not reported Quantify: Not reported Dismvered: 01/0111965 How Found: Tank Cbsure Saume: Tank Cause: UNK Lead Agency: Local Agency Case Type: Sai only Pdodry: 0 Fadliry Status: Remedial ectlon (deanup) in progress FadSty County: Monterey Abate Method: U Review Date: 0312611993 Confirm LeaK: Not reported Basin Plan: 9.10 Prelim Asess: Not reported Remad®1 Plan: Not reported Mo~ng: Not reported Erdorce Type: Not reported Eriforoe Date: Not reported Intedm Action: 0 Mtbe CariceritradOn Mlhe Fuel: 1 Or9 Name: Not rePOrtetl Water System: SHERIFF'S POSSE GROUNDS WS Well Name: LPA REPORTED PRIMARY SOURCE Dist Fmm Well: 0 Assigned Name: 2702137-OOIGEN Mthe Class: CUF Itl : Not reported Max MTBE Ground Water : Not reported Maz MTBE Sal : Not reported Max MTBE Dara : Not reported MTBE Tested : NT Suspended : Not reported Benefidal : Not reported LatlLang : 36.66684851-121.6563908 Shc Qualifrer: Not reported Groundwa0er Oual'dia: Nat reported Summary. PANATTONI REMOVED TANK WITHOUT A PERMIT. CONTAMINATIONS FOUND IN HOLE AND REMOVED. APPROX 10.15 YDS REMOVED. ARTICLE 11 TUBE TO BE CONDUCTED AFTER TREATMENT. STATUS DATE UNCERTAIN. SOMETIME IN 1992. CORTESE: Reg Id: 2045 Release Data 10/1011991 Enter Date: 11/0511991 Contact: No[ reportetl Regiorel Board: Central Coast Region Stop Date: Not reported How Stopped: Nat reported Staff Initials: JWG Funding: Not reported Wdd~lan: Not reported Pollution Char. Not reported Remedtel Acdon: OBI0111992 Close Date: / I Pitt Program: UST Region: 3 TC0824630.2r Pepe t)6 _ - MapID ~ ~ aMAPFINDINGS.-.:~,...~~~` .. Diredion Distance DLstartce (ft.j Ebvatlon Site FlRESTONE RANCH (CorNntted) Region: CORTESE Rag By: Leaking Untlergreund Storage Tanks S87 VALLEY NL43AN ESE 60153CARLETT CT 7141/2 DUBLIN, CA 94568 z499 n Higher Site 2 of 3 In duster S RCRIS: Owner. HARRY VON STARK (415) 5557272 EPA ID: CAD981658610 Conroe: ENVIRONMENTAL MANAGER (415) 4840976 Classification: SmaO Quantity Generator Uaed 00 Recyc: No TSDF AGivitlea: Not reported VbWfion Status: No violations found FINDS: Other PerOnant Env'vonmental Activity Identified at Sile: Fat99ty Registry System (FRS) Reswroe Conservation and Recovery Ad Information system (RCRAINFO) State LUST: Cross Street Not reported Oty Leaked: Nd reported Case Number 01-7250 Reg Board: San Frendsw Bay Region Chemkal: Waste Oil lead Ageny: Local Agency Lanl Agency : 01000 Case Type: Soii only Status: Signed oR, remedial action completed ordeemed unnecessary County. Alameda Abate Memod: No Adton Taken - no acton has as yet been taken at the site Review Date: Not reported Workpbn: Nat reported Pollutlon Char. Not reported Remed Actlon: Nd reported Close Gate: 11/1811994 Rebase Data: 8122/1988 Cleanup Fund b :Not reportetl Discover Date : 9122/1989 Enforcement Dt : Not reporDSd Enf Type: Not reported Enter Date : 6177/7993 Funding: Federal Funda Sfafl lnitlak: UNK How Discovered: Tank Closure How Stopped: Close Tank Intedm : No Leak Cause: Oved10 Leak Source: ONer Source MTBE Date: Not reported Maz MTBE GW : Not eportetl EDR ID Number Database(s) EPA ID Number S102429987 RCRISSGG 7000263394 ENDS CAD981658610 UST LUST CA SLIC Conflrtn Leak: Not reported Prelim Assess: Not reported Remed Plan: Not reported Monitoring: Not reported TC0924630.2r Page 87 Map ID .. 'MAP: FINDINGS'~~~ -_~~ DireGion Distance Distance (ft.) EDR ID Number Ekvatbn Site Database(s) EPA ID Number VALLEY NISSAN (Corrtlnued) MTBE Tested: Not Requved to be Tested. Priodty: Not reported Local Case # : 2065 Beneficial: Nol reported Sta0: CTH GW DuaBtles : Not reported Max MTBE Soil : Not reported Sal Qualifies : Not reported Hydr Basin #: Not reported Operetw : Not reported Oversight Prgm: local Oversight Program UST Oversight Prgm : LOP Review Date : 212&1995 Slop Date : 8!2211988 Work Suspended N Responsible PartyBU1NK RP RP Address: Not reported Global ld: T0800101149 Or9 Name: Not reported Contact Person: Nat reported MTBE Conc: 0 Mtba FueF. 0 Water System Name: Not reported Well Noma: Not reported DMance To Lust 390fi.7341023257531299349898442 Waste Dlsdrarge Gobal ID: Not reported Waste Disch Assigned Name: Not reported LUST Alameda County. Region : ALAMEDA Status : Signed ofl, remedial ecdon completed w deemed unnecessary Fadlity Type : ~ Soii Doty Casa Closed : Y LOP Status: inactlve Source of Fund : Federal Substance: Waste Oil Multlple Responsible Parties : No SLIC Region 2• Fadlity ID: 0150324 Region: 2 Fadlity Status: InectNe Stag: BG Last Site Update: 08110119 NPL Status: Not an NPL site DLscovery Data: Case l.lst SLIC Imaged: Oate Cored: Not reported Cost Recovery: Abate Method: Nor reported SuDStarrce: Case Type: NT Sample Date: Contamination: Nat reported Lead: RWQCB Contamination Level: Number of Munidpei Wells Contaminated by Sile: 0 Number of Private Wells Conaminated Dy Si[e: 0 Soil Rertaval AcBOn TakenMeeded: 0 Soil Removal or Conaminant Acthm Sorted: Soii Removal w Contaminant Actlan Completed: 0 On-Site Greundwater ExbeWOn or Containmem b Needed: 0 Na repwled Na reported Na reported NO No Not reported Not reported 1000287396 TC0824630.2r Pege 88 Map ID Diradion Distance Distance (ft.) Elevation Site . ~i MAP FINDINGS.. - VALLEY NISSAN (Corrtlnued) OnSita Groundwater Extraction ar Containment Started: OHSite Groundwater Extraction or Containment is Needed: OH-Site Groundwater Extacton or Containment Started: Length of Comaminaton Plume (Feet): Depth of Contamination Plume (Feet): Wells Cktsed Due To Contamination of Site: Dais of Wells Closure: Nearest Public or Private Drinking Water Well (Feet): Under Jurisdiction of Lead Agency Date: Latitude4angttude: Flow Rate: Flow Dale: Percent of Cantaminents Conminetl: Conteminam Type: EPA ID: Stages of Si[e Imestlgatbn Pmoass Initlatetl: Begun Charader®tlon Compleed Charader®tion Begun RemediaDon: Completed Remeda8on: Submitted Remetiiation Plan: Approved Remedfadon Plan: Begun Final Remedial Acton: Completed Final Remedial Action: Fadliry Deac: Not reported CammenC Nd reported 361-122 0 Not reported Nat reported Nm reported Not reported Not reported Not reported Not reported Not reported EDR ID Number Database(s) EPA ID Number Ugi;,y7:EE1=!1 State UST: FadBry ID: 2045 Total Tanks: 1 Region: STATE Loral Agency: 30000 Still DUBLIN AUTO CENTER HA2lIET 5104574398 ESE 6015 SCARLETT CT Cortew NIA 11412 DUBLQl, CA 94588 2489 fL Nigher Slte 3 of 3 in duster 3 HAZhtET: Gepaid: CAD981658610 Tepaid: CAD009452657 Gan Coumy. 1 Tsd County. San Mateo Tons: 6.2355 Category. Unspedfied organic liquid mixture Disposal Method: Recyder Confad: FIRST AMERICA AUTOMOTNE Telephone: (925) 829-0600 Meiling Address: 6015 SCARLETT CT DUBLIN, CA 94568 - 3102 County 1 TC08246302r Pega 89 Map ID ~ ' MAPFINDINGS -- ~~ Direction Oismnce Distance (ft.) Elevation Site DUBLIN AUTO CENTER (CoMlnued) Gepaid: CAD981658610 Tepaid: CAD009452657 Gen County: 1 Tsd County: San Mateo Tons: .4170 Category. Urepedfied organk liquid mixture Dlspw.,al Mathad: Not reported Coned: FIRST AMERICA AUTOMOTIVE Telepttorre: (925)829-0800 Mailing Address: 6015 SCARLETT CT DUBLIN, CA 94568 - 3702 Courrty 7 Gepaid: CAD981658610 Tepaid: CAD980887418 Gen County. 1 Tsd Courtly: 1 Tore: .4170 Category: Waste di and mixed oii Disposal Method: Recyder Contad: FIRST AMERICA AUTOMOTIVE Telephone: (925)829-0800 Mallhtg Atldress: 6015 SCARLEfT CT DUBLIN, CA 94568 - 3102 County 1 Gepaia: CAD981658870 Tepaid: CAD009452657 Gen County. , Tsd County. San Mateo Tons: 8.8881 Category: Unspecified organk liquid mixture Disposal Method: Recyder Contact FIRST AMERICA AUTOMOTVE Telephone: (925) 829-0800 MaOuty Address: 6015 SCARLETT CT DUBLIN, CA 94568 - 3102 County 1 Gepaid: CAD981658810 Tepaid: CA0009452657 Gen Courtly. 7 Tsd County. San Mateo Tons: .5638 Category. UrepedBed agank Ilquld mbdure O6pma1 Memod: Not reported Canted: FIRST AMERICA AUTOMOTIVE Telephone: (925) 829-0800 Ma0'mg Address: 6075 SCARLETT CT DUBLIN, CA 46566 - 3702 Coumy 1 The CA HAZNET database contains 15 adtlitional records far this site. Please contact your EDR Arxount Exeartlve fw more information. CORTESE: Reg Id: 01-1250 Region: CORTESE Reg By: Leakbrg Underground Storage Tanks EDR ID Number Database(s) EPA ID Number 5704574390 TC0824630.2r Page 90 Map ID Diredicn Distance Distance (ft.) Elevation Site MAP-FINDINGS-~ ~- ~ ~ - - T89 CHEVRON USA•WC SERV STA Y90917 SE 5260 HOPARD RD 11412 PLEASANTON,CA 94566 zsat tt. Higher Slta 1 of 41n duster T RCRIS: Owner. CHEVRON USA INC (415)555.1212 EPA ID: CAT080032360 CdnfacL• ENVIRONMENTAL MANAGER (415) 638-3434 Classtfimdon: $R18II Ouantlry Generator Used Oil Recyc: No TSDF Activitles: Nat reported Vfoladon Stehm: Na viola6ons found FINDS: Other Pertinerd Env'uonmental Activity Identified at Sile: Fadlity Registry System (FRS) Resoume Cmservadm and Remvery Ad Informa8on system (RCRAINFO) CORTESE: Reg Id: 01-0376 Regim: CORTESE Reg SY. Leaking Underground Storage Tanks FID: FetlOry ID: 01000504 Regulate ID: Rep 8y: Actve Underground Storage Tank Loeetlon Cortese Code: Nat reported SIC Cade: Status: Acute Fadliry Tel: Mail To: Not reported 2410 CAMINO RAMON PLEASANTON, CA 94566 Goofed: Not reported Contad Tel: DUNS No: Not reported NPDES No: Creatlon: 10!22193 Modfied: EPA ID: Not reported Comments: Not reported -EDR ID Number Database(s) EPA ID Number RCRISSOG 1000434507 FNNDS CAT080032360 CA FlD UST Cortese 00061938 Not reported (510) 463.9650 Not reported Nat reported 00!00/00 T90 CHEVRON STATION 99-0917 SE 5289 HOPYARD RD 114112 PLFJISANTON, CA 94566 2541 ft. Higher Slte 2 of 4 In duster T LUST PJametla Coumy: Regim Status Faagry Type Case Closed LOP Status Source of Fund Sutrstamx Muftlpk Responsible Part(es ALAMEDA Identify and notify owner Other ground water affeded {} Active Federal Gasoline Yes LUST 5105022107 NIA TC0824630.2r Pege 91 Map ID ~ 'MAP: FINDINGS ~• Direction Distance Di~lance (ft.) EDR ID Number Elevation Site Database(s) EPA ID Number T91 CHEVRON STATION #9-0917 Notify 85 5100179794 SE 5780 HOPYARD ROAD NIA 114-12 PLEASANTON, CA 94598 7541 ft Higher Site 3 of b In duster T NOTIFY 65: Data Reported: Not reported Staff Iniliais: Nol reported Board File Number. Not reported Fadlily Type: Not reported Discharge Data: Not reported Inddent Descrm8on: 94588 T92 CHEVRON LUST S103558509 SE 5280 HOPYARD RD NIA 1!4-12 PLEASANTON, CA 90868 2501 n Hlghar Slte 4 of 41n duster T State LUST: Cross Street OWENS DR Qty Leaked: Not reported Case Number 01-0376 Reg Board: San Frencisco Bay Region Chemiol: Gasoline Lead Agenq: Loml Agency Local Ageney: 01000 Case Type: Other greuntl water affected Status: Pdludon Assesment Report Camplete0 Coumy. Alameda Abate Method: Exovate and Dispose -remove contaminated soil and dispose in approved aite Review Date: Not reported Confirm Leak: Not reported Workplan: 7117/7989 Pmlim Assess: 7/17/1989 Pollution Char. Not reportetl Remetl Plan: Not reported Rertred AcBon: NM reported Monitoring: Not reported Close Date: Not reported Release Date: 9/1811989 Cleanup Fund let :Not reported Discover Date : 9/1811989 Errforcertrem Dt : Not reported Erd Type: Not reported Emer Data : 10/16/1989 Funding: Federal Funds StaO lnitiab: UNK Hav Dboovered: Tank Cbsure How Stopped: Close Tank Interim : Vas Leak Cause: SWcture Failure Leak Sauce: Tank MTBE Data : 9!/2001 Max MTBE GW : 680 MTBE Tested: MTBE Detected. Site tested fa MTBE 8 MTBE detected Pdortly. Not reported Loral Case # : 1674 Benafidal: Not reported stag: cTH GW Qualifies Max MTBE Soil : Not reported Soil Qualifies : Not reported Hydr Basin #: Nd reported TC0824630.2r Pege 92 Map ID ~~ ~MAR'FINDINGS-~-„ ~ ~ -~ _ Directlon Distance Distance (ft.) Elevatlon Site CHEVRON (Cordlnued) Opereror: Nat reported Oversight Prgm: Local Oversght Progrem UST Oversight Prgm : LOP Review Data : 61212001 Slop Date: 9I78I7989 Work Suspended i4 Responsible PartyBLANK RP RP Address: Nat reported Gbbel ld: T0600100345 Org Name: Not reported Contact Person: Not reported MTBE Conc: 2 Mthe Fuet 1 Water System Name: Not reported Well Name: Not reported Distance To Lust 5208.760607655716421210885521 Waste Discharge Global lD: Not reported Waste Disch Assigned Name: Not reported LUST Region 2: Region: Fedlily lo: Entered Date: FadBty Staors: Maximum Soil Coneentra0on: Maximum Groundwater Impact: County: CURerlt BGRene: MTBE Detected in GW: MTBE Detected In Soil: MTBE: MTBE Qualify. 2 Ot-0376 1011817989 Pollution Assesment Report Completetl 3 56000 Alameda 330 680 Not reported 400 Not reported EDR ID Number Database(s) EPA ID Number 9103516509 93 NUCLEPORB CORPORATION Geishas 5/02008206 SSW 2035 COMMERCE CIRCLE NIA 1R-1 PLEASANTON, CA 94568 2704 R Nigher CALSITES: Fatlliry lD 01350112 Status: REFRW -DOES NOT REQUIRE DTSC ACTION. REFERRED TO REGIONAL WATER QUALITY CONTROLBOARD (RWQCB)LEAD Stats Date: 06/15/1994 Lead: Not reported Region: 2 -BERKELEY Branch: NC -NORTH COAST File Name: Not reported Status Name: PROPERTY5ITE REFERRED TO RWQCB Lead Agenq: N/A Nc[ reported NPL: Not reported SIC: 35 MANU -INDUSTRIAL MACHINERY 8 EQUIPMENT Fadllry Type: N/A Type Name: Nat reported Staff Member Responsible for Slte: AROY Supervisor Resprnsible for Site: MF WCH Region Water Control Board: Not reported Access: Not reported Cortese: Not reported TC0824630.2r Page 93 Map ID ~ ~ ~ ^MAP'FINDINGS Direction Distance Distance (ft.) EDR ID Number Elevatbn Site Database(s) EPA ID Number •NUCLEPORE~CORPORATION (CorNnued) 3102006206 Hazardous Ranking Smre: No[ reported Date She Hazard Ranked: Not reported Groundwater Contamination: Suspected No. of Contamination Sources: 1 LatlLong: 0' 0.0.00"10' 0' 0.00" LatAOng Mettrod: Not reported Stara Assembly District Coda: Not reported State Senate DisMct: Not reported The CAL-SITES database may contain atlditional details for this site. Please mrdact your EDR Account Executive for more infonnatlon. 94 HOPYARD SHELL CA FlD UST 3101824069 SE 5251 HOPYARD RD Cortese NIA 1R-1 PLEASANTON, CA 9456fi 2910 R Higher CORTESE: Reg Itl: 01.1372 Region: CORTESE Rag By. Leaking Underground Storage Tanks 95 CHMIRS 5100278290 SW 7069 COMMERCE CIRCLE NIA 72-1 PL.EASANTON, CA 94566 2935 h Higher CHMIRS: OES Contrd Number. 9099101 DOT ID: 1760 DOT Hazertl Class: Corresivrs Ctremirrel Name: BERRYMAN PARTS CLEANER Exam d Release: Nat repartetl CAS Number: Not reportetl Quen6ry Released: 0 Emimnrtrerttal Contamination: Noire Reported Property Use: Industrial, Utlliry Incident Date: 02-APR-90 Date Completed: 02-APR-90 Time Completed : 1402 Physical State Stored : Liquid Physid SlaOa Released : Nat reported Release Un0 : Not rePOrted Container Description : Not reported Container Type : N W reported Conainer Metedal : Nat reported Level Of Container: Not reported Container Capadry : 0 Container Capadry Unus (code) : Not reported Extent Of Release (mtle) : Not reported Agency ld Number: 1095 Agency lndtlent Number: 06672 OES Intatlent Number: 9099101 Tbne Notified : 1319 Sunountling Area : 600 Estimated TempareWre : Not reported Poperty Managenrent : . Not reported More Than Two Substances ImoNed7 : Not reported Spacial Stlrdies 1 : Not reported Spedal Studies 2 : Not reported TC0624630.2r Page 94 Map ID Directlon DLstance DLstance (ft.) Elevation Site .. ''MAP.'FINDINGS:-~-..- ~: .r. - EDR ID Number Database(s) EPA ID Number (Cordinued) Spedal Studies 3 : Not reported Spedal Studies 4 : NOt reported ' Spedal Sudies 5 : Not reported Spedal Studies 6 : Not reported Responding Agency Personet # Of Injuries : 0 Responding Agency Pereonel # Of Fatalities : 0 Resp Agnq Personal # Of Decortreminated : 0 Othere Number Of Decontaminated : 0 OUere Number Of Injuries : 0 Others Number Of Fatalities : 0 Vehicle Maketyear : Not reported Vehicle License Number: Not reported Vehicle Slate : Not reported Vehicle Id Number: Not reported CAIDOTIPUCJICC Number: Not reported Company Name : Not reported Reportlng OfOoer NamellD : DONALD FRAASCH CAPT.P.F.D. Report Date : 02-APR-gg Commems: Yes Fatiliry Telephone Number : 415847-8114 98 VALLEY CREST LANDSCAPE, INC. SSW 7043 COMMERCE CO't 1/2.1 PLEASANTON, CA 94568 2998 it Higher 3100270290 CA FlD UST 1000281403 LUST NIA HIST UST Cor~w LUST Alameda Cpurtty: Region: ALAMEDA ~ -Status : Signed off, remedial actlon oomdeted ar deemed unnecessary FatlOty Type : Other ground water aifaded Casa Closed : Y LOP $tams : Inactive Soume of Fund : Federal i Substance : Gasoline Multiple Responsible Parties : No CORTESE: Reg Id: 01-2140 Region: CORTESE Reg By. Lealclry Underground Storage Tanks fID: ~, Fadlity 10: ' - Reg By: Cortese Code: ~ Status: Mail To: Contact: DUNS No: Creation: EPA ID: Cammenb: 01002355 Regulate ID Inactive UndergrouM Storege Tenk Lacatlon Not reported SIC Cade: Inactive Fadlily Tal: Not reported 24121 VENTURA BLVD PLEASANTON, CA 94566 Not reported Conrad Tel: Not reported NPDES No: 10122/93 Modified: Not reported No[ reported UST HIST: Fadlity ID: 20240 Tank Num: 1 Tank Capadty. 3000 00020240 Not reported (510) 463-0700 Not reported Not repprted 00100/00 Container Num: 4 Year InsWled: Not reported TC0824630.2r Page 95 Map fD Diredion Distance DlsMartce (ftJ Elevation Site ..MAP'FINDINGS VALLEY CREST LANDSCAPE, INC. (Cominued) Tank Used far. PRODUCT Type of Fuel: UNLEADED leak Detection: Visual. Stack Inventor, Vapor Sniff Well Canted Name: JON M. LOPEZ, BRANCH MANAGER Total Tanks: 4 Fadliry Type: 2 Fedlily ID: 20240 Tank Num: 2 Tenk Capadry: 3D00 Tank Used for. PRODUCT Type of Fuel: REGULAR Leak Detection: Visual, Stock Inventor, Vapor SnBF Well Canted Name: JON M. LOPEZ, BRANCH MANAGER Total Tanks: 4 Fadliry Type: 2 Fadliry ID: TanK Num: Tenk Capadry: Tenk Used tor. Type of Fuel: Leak Detection: Conrad Name: Total Tanks: Fadnty Type: 20240 3 8000 PRODUCT UNLEADED visual. Stock Inventor. Vapor Sniff Well JON M.LOPQ.BRANCH MANAGER 4 Fadliry ID: Tenk Num: Tenk Capaeiry: Tank Used for. Type of Fuel: Leak Detection: Canted Name: Talel Tanks: Fadliry Type: 177 LUCKY STORES West 3300 CLARK AVE 112.1 DUBLOl, CA 30331L Higher State LUST: Cross Street aY Leaked: Case Number Reg Board: CMmical: Lead AgenLy. Local Agency: Case Type: Status: County. Abate Me0rod: Review Data: Workplan: PolNtion Char. Remed Action: 2(1240 4 2000 PRODUCT DIESEL Stock Inventor, Vapor Sniff Well JON M. LOPEZ. BRANCH MANAGER Nd reported Not reported 01-0929 San Frencsco Bay Region Gasofura Loral Agerxy 01000 Undeflrred Leak treing confirmed Al d ame a No Action Taken - no action has as yet been taken et me site tV111199fi Conflrtn Leak: 88211996 Not reported Prelim Assess: Not reported Not reported ~ Remetl PWn: Nat reported Nd reported Monttodng: Not reported Tank Construcion: Not reported 1000287403 Telephone: (415) 939.7043 Region: STATE Other Type: LANDSCAPE CONTRACTOR Container Num: 3 Year Installed: Not reported Tenk GOr1slNCtlOr1: Not reported Telephone: (415) 939.7043 Region: STATE Other Type: LANDSCAPE CONTRACTOR Cantairror Num: 2 Year Installed: Not reported Tank DOnSINCdOn: Not reported Telephone: (415) 939-7043 Region: STATE Other Type: LANDSCAPE CONTRACTOR Container Num: 1 Year Instatied: Not reported Tenk Construction: Nw reported Telephone: (415) 939.7043 Raglan: STATE OOrer Type: LANDSCAPE CONTRACTOR EDR ID Number Database(s) EPA ID Number Cortese 5101308378 LUST NIA TC0824630.2r Page 98 Map ID Diregion Distance Distance (ft.) Elevation Site _, _ ,._.. -- '`-: `MAP FINDINGS- ~ ~ ~' EDR ID Number Database(s) EPA ID Number LUCKY STORES (Corttlnued) ~ 5101306376 Close Date: Not reported Release Date: 9!18/1986 Cleanup Fund k : Not reported Discover Gate : 9I1 &1986 Errtorcement Dt : Not reported Errf Type: Not reported Enter Date : 9I1&1986 Fun0ing: Federal Furrds Staff Inftlals: UNK How Discovered: Tank Cbsure How Stopped: Close Tank Imerim : No Leak Cause: SWaure Failure Leak Source: Tank MTBE Data : Np[ reported Max MTBE GW : Not reported MTBE Tested: Site NOT Tested for MTBE.Indudes Unknown and Not Anatymd. Priority: Ndt reported Local Casa # : 4106 Beneffdal: Not reported star: cTH GW OueliBes : Not reported Max MTBE Spil : Not reported Soil Oualifhs : Not reported Hytlr Basin #: Not reported Operator : Nat reported Oversight Prgm: Local Oversight Program llST Oversight Prgm : LOP Review Date : 822/1996 SIOD Dale: 9116!1986 Work Suspended N Responsible ParryBLANK RP RP Adtlress: Not reported Global Id: 70600100864 Org Name: Not reported Contact Person: Not reported MTBE Conc: 0 Mtbe Fuel: 1 Water System Name: Nol reported Well Name: Nat reported Distance To LrrsT. 612.34139023133674211157389001 Waste Discharge Global ID: Not reported Waste Disch Assigned Name: Not reported CORTESE: Reg Id: 01-0929 Region: CORTESE Reg By: Leaking Underground Storege Tanks 98 NUCLEPORE CORP RCRIS-LOG 1000280254 SSW 7035 COMMERCE CIRCLE FlNDS CAD981171648 12-1 PLEASANTON, CA 94566 CERC-NFRAP 3146 ft CHMOZS Higher HIST UST TC0824630.2r Page 97 Map ID Direction Distance Distance (ft.) Elevation Site i MAP FINDINGS .~ EDR ID Number Database(s) EPA ID Numoer ~NUCLEPORE t:ORP (Cominued) CERCLIS-NFRAP Classifin0an Data: Site Incident Category: Not reported Non NPL Code: NFRAP Ownership Status: Unknown CERCLIS-NFRAP Assessment History: Assessment: DISCOVERY Assessment: PRELIMINARY ASSESSMENT Assessmem: SITE INSPECTION Assessment: HRS PACKAGE Assessment: SITE INSPECTION CERCLIS-NFRAP Alias Name(s): PREVIOUS CERCLIS ID CAD061167417 RCRIS: Owner. NUCLEPORE CORP (415) 5551212 EPA ID: CAD981171648 Contact: ENVIRONMENTAL MANAGER (415)4632530 Classilicalion: Large Ouandly Generator Used Oil Recyn: No TSDF Atxivitles: No[ reported VideSon Status: No oblations found FINDS: ONer Pertinent Envcanmenial Activity Identified at Site: Fadlity Registry System (FRS) Resource Conservation end Recovery Ad Irdortne0on system (RCRAINFO) Toxic Chemical Release Inventory System (TRIS) CHMIRS: OES Control Number. 8910544 DOT ID: 1971 DOT Hazard Class: Gases Chemical Name: METHANE Extant of Release: Not reported CAS Numfrer: Nat reported Quantity Released: Not reported Environmental Canbminadon: Air Property Use: Vapnt Lot Incidem Date: 10JUL-89 Date Completed: 16JUL-89 Time Completed : ~ 1605 Physiol State Stared : Gas Physical State Relmsed : Gas Release UnB: Cu. Ff Container Description : 1 Container Type : Drum Containrer Material : Piaslic Fiberglass ,Rigid Leval OF Container: Ground Level Container Capedty : NM reported Conainer Capadty Units (code) : 3 Extem Of Release (mde) : 7 Agency Id Number : 1095 Agency Indtlent Number: 91356 OES Incidem Number : 8910544 Time Notified : ~ 1407 Surrounding Area : 962 Esdmatetl TempereWre : 85 Property Management: P 1000280254 Federal Fadlity: Not a Federel Fadlity NPL S~tus: Not on the NPL Completed: 07/0111984 Completed: 07/0117984 Completed: 08!0111985 Completed: 08/0111985 Completed: 07!06/1990 TC0824630.2r Page 98 Map ID Diredion Distance Distance (ft.) Elevatbn Site 'MAP.fINDINGS NUCLEPORE CORD (Continued) More Than Two Substances Imrolved? Spedal Studies 1 Spedal Stutlies 2 Spedal Stutlles 3 Specal Sudies 4 Special Sudies 5 Spedal Studies 6 Responding Agency Personal # Of Injuries Responding Agelay Personal # Of Fatalities Rasp Agnq Personal # OF Decamaminated Others Number Of Decon~mina[etl Others Number OF Injuries Others Number Of Fatalities Vehide Make/year: Vehide Ucense Number Vehide Stale Vehide Id Number CAIDOTIPUGICC Number Company Name: Reparting Officer NamellD Report Date Comments Fadlity Telephone Number UST HIST: Fadiiry ID: Tank Num: Tank Capacity: Tank Used for. Type of Fuel: Leak Detedion: Confad Name: Toml Tanks: Faditry Type: 50201 1 50110 WASTE Not Reported GW Monitoring Well Dl. LILLEGARD 1 2 Not reported Not reported Nat reported Not reported Not reported Not reported Not reported 0 0 0 0 0 0 Not reported Not reported Not reported Not reported Nat reported Not reported JOHN W. VINSON 1OJUL-89 Not reported 4154848105 Container Num: #1 Year Installed: 1975 Tank Construcdon: 8 inches Telephone: (415) 463-2530 Region: STATE ONar Type: MEMBRANE MFG. '1000280254 89 COWSION SERVICE CENTERS HAZNET 5103865561 ESE 5787 SCARLETT COURT Cortese NIA 112.1 DUBLlN, CA 90.568 3218 R Higher HAZNET: Gepeld: CAL000174094 Tepeid: CAD009452657 Gen County. 1 Tstl County. San Mateo Tans: .0000 Category: Disposal Method: Racyder Goofed: SYED A ALI Telephone: (510) 249-7400 Mailing Adtlress: 5787 SCARLETT CT DUBLIN, CA 94566.3101 County t EDR ID Number Database(s) EPA ID Number TC0824630.2r Page 99 Map ID .. ' - =MAR'FINDINGS.: Direction Distance DLsfance (R) Elevation Site COWSION SERVICE CENTERS (Continued) Gepaid: CAL000114094 Tepaid: CAO009452657 Gen County: 1 _ Tsd County: San Mateo Tons: 2.1345 Category: Unspecdied solvent mixture Waste Disposal Method: Recyder Contact: SYED A ALI Telephone: (510)249.1400 Mailing Atldress: 5787 SCARLETT CT DUBLIN, CA 94588 - 3101 County 1 Gepaid: CAL000114094 Tepaid: CAD0094.52657 Gen County. 1 Tsd County. San Mateo Tons: .8980 Category: Unspetilred solvent mixhne Waste Disposal Method: Recyder Contact: SPED A ALI Telephone: (510)249.1400 Melling Adtlres: 5787 SCARLETT CT DUBLIN, CA 94568 - 3101 Coutdy 1 Gepaid: CAL000114094 Tepaid: CAO009452657 Gen County: 7 Tsd County. Sen Mateo Torts: 1.5094 ' Category: Unspecified solvent mixWre Waste Disposal Method: Recyder Contact: SUED A ALI Telephone: (510) 249-1400 Mailkcg Address: 5787 SCARL.ETf CT DUBLIN, CA 94568 - 3101 County 1 Gepaid: CAL000114094 Tepaid: CAD009452657 Gen Ceurtty. 1 Tsd County: San Mateo Tore: 1.3672 Category Unspedfied solvent mixNre Waste Dtspmal Memod: Recyder Contact: SYED A ALI Telephone: (510) 249-1400 Mailing Address: 5787 SCARLETT CT DUBLIN, CA 94568 - 3101 County 7 CORTESE: Reg Id: 01-0900 Region: CORTESE Reg By: Leaking Underground Storage Tanks EDR ID Number Database(s) EPA ID Numner 5700885561 TC0824630.2r Paga 100 Map ID ~- ~ ' ~~ `MAP FINDINGS'.. - ~ ~ ~ - Direction Distance Dlatanee (R.) Elevation Site U700 WSW 580 W.B. Q 680 N.B. ON RAMP 12.1 PLEASANTON, CA 94588 3725 Tt Higher Site 1 of 31n Duster U CHMIRS: OES Control Number. 9010007 DOT ID: 1223 DOT H~at'tl Class: Flammable liquid ' Chemical Name: DIESEL FUEL Extent of Rebase: Not reported CAS Number: Nat reported Quandry Released: 5 Environmental Contamination: Ground Property Use: Freeway Inddem Date: IKiJAN-90 Date Completed: 03JAN-90 Time Completed : 1220 Physi®I State Stored : Liquid Physical State Rebased : Liquid Release UnR: Gallons Conainer Description : 2 Container Type : 01 Container Material : Alumutum erM Aluminium alloys Level Of Container: 10 Container Capadry : 50 Container Cepadry Units (tilde) : 2 Extent OF Release (wde) : 6 Agency Id Number: 1095 Agettcy Inddent Number : 00013 OE5 Incitlant Number: 9010007 Time Notified : 959 Surrounding Area : 961 Estimated TempereWre : 55 Property Management: K More Than Two Substances Involved? : Not reported Spedal SWtlles 1 : Nat reported Specal SWdies 2: Not reported Spedal Studies 3 : Not reported Spatial SWdes 4 : Not reported Spedet SWdies 5 : Not reported Special SWdies 6: Not reported Resporttling Agenq Personal # Of Injudes : 0 Responding Agency Personal # Of Fataliies : 0 Reap Agntty Personal # Of Decontaminated : 0 Others Number Of Decontaminated : 0 Others Number Of Injuries : 0 Others Number Ot Fatalities : 0 Vehide Makelyear : FREIGHTLINER Vehide License Number: 3600766 Vehide State : CA Vehide Id Number : Not reported CAlDOTIPUClICC Number : Not reported Company Name : TLC TRUCKING Reporting Officer NameAD : CORNELL J. HOLMES 6 Report Date : 03JAN-90 Comments : Not reported Fadliry Telephone Number : 615 484-8105 U101 WSW WiB 11580 Q #680 O'PASS 12.1 PLIASANTON, CA 94566 3725 ft Higher Slta 2 of 3 in duster U EDR ID Number Database(s) EPA ID Number CHNIRS 5100275641 N/A CHMIRS 5100275316 WA TC0824630.2r Page 101 Map ID _ .MAP-FINDINGS,. DireUion Distance Distance (ft.) Elevation Site (Contlnued) CHMIRS: OES Control Number. 8910263 DOT ID: 1978 DOT Hazard Class: Gases Chemi®I Name: PROPANE Extent of Release: Not reported CAS Number. Not reported Duanaty Released: 20 Envimnmenrel Contamination: Air Property Use: Freeway Incidem Data: 04-APR$9 Date Completed: 04-APR$9 Time Completed : 945 Physical State Stored : Liquid Physiral State Released : Gas Release Unit : Gallons Container Descriplicn : 2 Container Type : 01 Container Material : Iron Steel and Omer Imn Alloys Level OF Comainer : GraurW Level Container Capadty : 150 Container Capadry Units (code) : 2 Exteld OF Release (code) : 7 Agency Id Number : 1095 Agency Incident Number: 90554 OES Itcident Number: 8910263 Time Notified : 646 Sunoundirrg Area : 500 Estimated Tempereture : 70 Preperty Management: S More Than Two Substances ImroNed7 : Nat reported Spedal SWdies 1 : Not reported Spacial SNdies 2 : Not reported Spedel SWdies 3 : Not reported Spedel SWtlies 4: Not reported Special Stutlies 5 : Not reported Special SWdies 6: Not reported Responding Agency Personal # Of Injudes : 0 ResporWm9 Agency Personal # Of Fateliees : 0 Rasp Agncy Persorrel # Of Decontaminated : 0 Omers Number Of Decontaminated : 0 Omers Number OF Injuries : 0 Others Number Ot FafaBties : 0 Vehicle Maketyear: Not reported Vehicle License Number: Not reported Vehicle State : Not reported Vehicle W Number : No[ reported CA/DOTIPUGICC Number: Not reported Company Name: PESTANA CONSTRUCTION Repordng Officer NameAD : JOHN W. VINSON Report Date : 04-APR-89 Comments : Not reported Fadliry Telephone Number : 415484-8105 UtD2 wsw 1-fiao wo Isao 1rz•1 ouaLw, cA 9asfia 3768 ft Higher Slte 3 of 31n cluster U EDR ID Number Database(s) EPA ID Number 3100275314 CHMIRS S100215574 NIA TC062d630.2r Page 102 Map ID ~ ~ ~ sMAPFlNDINGS Direction Distance Distance (R) Elevation Site CHMIRS: OES Control Number. 8800305 DOT ID: 1350 DOT Hazaro Class: Misoellaneaus hazardous material Chemipl Name: SULFUR Extent of Release: Not reported CAS Number. Not reported OuanBty Releasetl: 5 Environmental Conmminatian: Ground Property Use: Freeway Incident Date: 18,IAN-88 Date Completed: 18JAN-88 Time Completed : 1730 Physical State Stared : Sal'W Physkal State Released : Sdid Release Unit : lbs. Container Description : 3 Container Type : ~ 01 Container Material : Alumkrum entl Alumin ium alloys Level a Container : Ground Level Container Capadty : 41970 Container CapadN Units (catle) : Nat reported Extant Of Release (code) : 7 Agency Id Number : fi6345 Agency Inatlent Number: 88-012 OES Incident Number: 8800305 Time NaBfied : 1235 Surrountling Area : 500 Estimated Temperature : Not reporetl Property Management : Nat reported Mare Than Two Substances Imolved7: Not reported Spatial SWdies 1 : Not reported Spatial SWtlles 2: Nat neportetl Special SWdies 3 : Nat reported Spatial SWdies 4: Not reported Spatial SWdies 5: No[ reported Special SWdies 6 : ~ Not reporetl Respording Agency Personal # Of Injudes : 0 Responding Agency Personal # Of FaWliBes : 0 Rasp Agnq Persorel # OI Decontaminated : 0 ' Others Number Of Decontamina[etl : Not reported Others Number Of Inludes : Not reported Ohers Number OF Fatalitles: Nat reported Vehicle Maketyear : Not reported Vehicb License Number: Not reported Vehida Stale : Nat reported VMide N1 Number : Not reported CAIDOTIPUCBCC Number: 126725 Company Name : J.C. CHISM Reporting Officer Nama/ID : A. SOLIZ, 10150 Repoli Date : 18-MAY-88 Comments : No Faalily Telephone Number : 916 445.1865 V103 WSW 1.580 EIB E OF F680 1/2.1 PLEASANTON, CA aozs eL Higher Site 1 of l In cluster V (Contlnuad) EDR ID Number Database(s) EPA ID Number 3100215574 CHMIRS 5/00281132 WA TC0824630.2r Page 103 Map ID 'MAPFINDINGS .. Direction Distance Distance (ft.) Elevation Site (Cordlnuad) . CHMIRS: OES Control Number. 9997931 DOT ID: 1993 DOT HffiErd Class: Nat Ftepprted Chemual Name: DIESEL FUEL Extent of Release: Not reported CAS Number. Not reported Quantity Released: 25 Emirenmerrhal Conraminabon: Ground Property Use: Freeway Irpidem Date: 12-0EC~6 Date Completed: 12-0EC-88 Time Completetl : Not reported Physical Slate Stored : Liquid Physical State Released : Liquid Release Unk: ~ Gellona Container Description : 3 Container Type : 01 Container Material : Aluminum arM Aluminium alloys Level Of Container : 10 Containrer Capacity : 80 Cbntainer Capadty Units (axle) : 2 Extent Of Release (code) : 6 Agency Id Number : Nat reported Agency Inddent Number: Not reported OES Incident Number: 9991931 Time Notlfied : Not reported Suncundirig Area : Nat reported Estimated Temperature : Nat reported Property Management : Not reported MOre Than Two Substances Involved9 : Not reportetl SpetAal Studies 7 : Not reported Spedal SWtlies 2: Not reported Spedal Sudies 3 : Not reported Spedal Studies 4 : Not reputed Spatial Studies 5 : Nat reported Spatial Sullies 6 : Not reported ~ Respond'org Agency Personal # Of Injuries : Not reported Respondhrg Agency Personal # l7F Fatalities : Not reported Rasp Agncy Personal # a Decomaminated : ~ Not reported Others Number Of Demnteminatetl : Nat reported OMere Number Of Injures : Not reported Others Number O7 Famlltles : Nat reported Vehicle Make/year: Not reported Vehicle Lkxrse Number: Nd reported Vehicle State : Not reported Vehirte W Number : Not reported CAIDOT/PUCJICC Number: Not reported Company Name : Not reported Reporting Officer NamellD : Not reported Report Date : Not reported Comnrents : Not reported Fadliry Telephone Number: Nd reported EDR ID Number Database(s) EPA ID Number 5100281732 V104 WSW SIB F680 ON RAMP FRON W/8 4560 1f2-i PLFASANiQN, CA 94586 4036 ft H(gher Site 2 of 31n duster V CHMIRS S700277549 NIA 1 a TC0824630.2r Page 704 Map ID •MAP FINDINGS -~ ~ - Diredion Distance Distance (ft.) Elevation Site (Corrtlnuad) CHMIRS: OES Control Number. 9116689 ~ DOT ID: 1993 O0T Hazard Class: Flammable Ilquid Chemi®I Name: DIESEL FUEL Extent of Release: Not reportetl CAS Number. Not reported Quantity Released: 130 Emrironmenml Conhaminatlon: Ground Property Use: Freeway Incident Dam: 30-APR-91 Date Completed: 30-APR-91 Time Completed : 1400 Physical Smte Stored : Ilquid Physipl Smm Released : Liquid Reease Unit: Ga0ons Conmirrer Description : ~ 1 Canminer Type: Veh. Fuel Tank Conmirrer Material : Aluminum and Aluminium allays Level OF Conminer : Above Ground Conmirrer Capady: t50 Container Capaeity Unim (code) : 2 Ezmnt Of Release (code) : 6 Agerrey Id Number : 66 Agarrcy Indtlent Number : 91292 OES Incident Number : 9116689 Time Notified : 730 Sunound'mg Area : 500 Estlmated TampereWre : 65 Pmperry Management; S Mora Than Two Subsmrxes IrnaHed7: Not reported Spedal Studies 1 : Not reported Speaal SWdies 2: Nat reported Spedal SWdies 3 : Not raportetl Spedal SWdies 4 : Not reported Spadel SWtlias 5 : Not reppred Spedal SWdies 6: Not reported Responding Agency Personal # Of Inludes : 0 Responding Agency Personal # Of Famlitles : 0 Rasp Agncy Personal # OF Deconmminated : 0 Others Number Of Deconmminated : 0 Others Number Of Injuries : 0 Omers Number Or Fam9tles : 0 Vehicle Maketyear: KENWORTH 1985 Vehicle License Number: HJDUIB Vehirie Stain : MN Vehicle Itl Number: 1XXWDB89XXF5327 CAIDOTlPUGICC Numbs : 113855 Company Name : SCHNEIDER SPECIALIZED CAR Reporting Oficer NameAD : R.C. MARTINEZ SGT. 7128 Report Data : 30-APR-91 Comments : Yes Fadlity Telephone Number : 916 327-3310 V705 wsw I.seS FJO I-68o 112.1 PLEASANTON, CA 40361L Higher Site 3 of 3 in duster V EDR ID Number Database(s) EPA ID Number 5700277549 CHMIRS 5100280591 NIA TC0824630.Zr Page 105 Map ID Direcdon Distance Distance (R) Elevation Site MAP FINDINGS (Contlnuad) CHMIRS: OES Control Number. 9990266 DOT ID: 00T Hazard Class: Flammable liquid Chemical Name: ACETONE Extent aF Release: Not reported CAS Number. 6764-1 Ouantily Released: Erwironmental Conmminatlon: Air Property Use: Incident Date: 23110V-86 Date Completed: Time Camphtad : 1740 Physical State Stored : Uquid Physial State Released : Liquid Release Unit : Gallons Container Description : 2 Container Type : Not reported Conainer Material : Not reported Level OF Camainer : Nat reported Cantairrer Capadty : 3464 Container Capadry UniLS (code) : 1 Extent Of Release (code) : 7 Agency Id Number: 66260 Agency Inddent Number. 0 OES Inddent Number : 9990266 Time Notified : 2325 Surtountling Arne : 500 Estimated Temperewre : Not reported Property Management: S More Than Two Substances ImaNetlT : Not reportetl Spadel Studies 1 : Nat reported Spedal Studies 2 : Not reported Spedal Shrdies 3 : Nat reported Spedal Smdles 4 : Not reported Spedal Studies 5 : NM reported Spedal SWdiea 6: Not reported Responding Agency Personal # Of Injudes : Not reported Responding Agency Personal # Of FeinliOas : Not reported Rasp Agncy Personal # Of Decontaminated : 9 Others Number Of Decontaminated : Not reported Others Number Of Injuries : Not reported Others Number Of Fata9tbs : Not reported Vehida Makelyear : Not reported Veh'xia License Number: Not reported Vehida Siata : NOt reported Vehitle W Number : Not reported CArDOTIPUC/ICC Number: Not reported Company Name : Not reported Reporting Olfiwr NamellD: SMITH Report Date : 10JAN-69 Comments : Yes Fadfity Telephone Number : 916445.1865 1090 Not reported Freeway 24-NOV-86 EDR ID Number Database(s) EPA ID Number 3100280591 108 SW 2399 JOHNSON DR 1/2-1 PLEASANTON, CA 4331 R Higher CHMIRS 5100260885 NIA TC0824630.2r Page 106 Map ID Direction Distance Distance (ft.) Elevation Site 107 VYNW 1n-1 44e3 tt Higher MAPFINDINGS` ' - (Corttlnued) CHMIRS: OES Control Number. 9990707 DO7 ID: 1017 DOT Hazartf Class: Gases Chemical Neme: CHLORINE Extent of Release: Not reported CAS Number. 7782-50-5 OuanHry Released: 0 Emimmmantal CantaminaHan: Air Property Use: Industrial, UHIiry Irrdtlent Date: 19JUN-88 Data Completed: 79JUN-86 Time Completed : 1558 Physical State Stored : Liquid Physical State Released : Uquid Release Unit : LDS. Container Desrxiplion : 1 Ctntainer Type : 01 Container Material : Imn Steel end Other Imn Alloys Level Ot Container : 10 Container Capadty : 2000 Container Capadry units (code) : 1 Extent Of Release (mde) : 6 Agency Id Number : 1095 Agency lnddem Number: OS7027 OES Inddent Number: 9990707 Time Nptlfied : 1531 Surrounding Area : 400 Estlmated TempereWre : 85 Property Management: P More Than Two Substances Imolved7 : Not raportetl Spedal Studies 1 : Not reported Spedal Studies 2 : Not reported Special Sbrdies 3 : Not sported Spedal SWdbs 4: No[ reported Spedal S1udles 5 : Not reported Spedal SWtlles fi : Not reported Respording Agency Personal # Of Injuries : Not reported Responding Agerrcy Personal # Of Fatalities : Not reported Rasp Agncy Personal # Of Decomaminated : Not reported Others Number OT Deearmminated : Not reported Others Number Of Injuries : Not reported Others Number Of Fatalities : Not reported Vehide Makelyear : Not reported Vehide License Number: Not reported Vehide State : Nat reported Vehkb M Numbar : Not reported CAIDOTIPUCJICC Number: Not reported Company Name : Nat reported Reporting Officer NamellD : C. HOLMES / 8 Report Date : 19JUN-BB Comments : Np Fadliry Telephorre Numbar : 475 &67.8107 COMMERCULL PROPERTY 405 HOWARD ST .CA EDR ID Number Database(s) EPA ID Number 3700280685 UST U003713858 HAZNET WA Cortese TC0824630.2r Page 107 MaP ID ___ .. ..'MAP: FINDINGS Directlon ~' Distance ;y Distance (R). EDR ID Number Eleveticn Site Database(s) EPA ID Number CONNERCULL PROPERTY (CorrOnued) U003713858 HAZNET: Gepaid: CAP600929254 Tepaid: CAD059494310 Gen County: 0 Tsd County. Santa Clara Torrs: 22935 Category. Unspedfled agan~ IIquW mixture Disposal Method: Disposal. Other Conmrt Not reported Teleptrone: (000) 000-0000 MaPvrg Address: _ 00000 County 0 CORTESE: Reg Id: 01-1769 Region: CORTESE Reg By: Leaking Underground Storage Tanks UST San Francisco County: Fadi'iry ID: 4111 Case Number: Not reported Tank ID: Not reported Tank Capacity: Not reported Manufamurer. Nol reported Date Insialkd: Not reported Other Imedor Lining: Not eportetl Receive Date: 3114101 0:00:00 Close Date: 3/15!07 D:D0:00 Owner Name: Not reported Certlfied Date: Not reported Flag: CLOSED OMer Corrosion Protection: Not reported Drep Tube: Not reported Stdker PWte: Nat reported Dispenser. Nol reported Contents A: Not reported Contemn B: Not reported Contems C: Not reported Mailing Name: Not reported Mailing Address: Not reported Other Substance: Not reported Tank Carstructlon Type: Not reported Tank Matedal: Not reported 'Interior Lining: Not reported Cortosion Pmtectian: Nat reported Spia Cantaminatlon Installed Date: Not reported Overfill Prevention Installed Date: Not reported Piping Type: Nat reported Piping AbovegreurM: Not reported Piping Underground: Nat reported Piping Construction: Not eportetl Piping CorreWCtlan Altovegrountl: Not reported Piping Construction Underground: Not reported - Piping Matedal: Not reported Other Piping Matedal: Not reported Piping Material Aboveground: Not reported Piping Matedal Underground: Not reported Pipe Leak Detection: Not reported Estimated Lest Date Used: Not reported Estimated Ouantiry Remaining: Not reported Inert Figrg: Not reported Jurisdiction: Not reported Odrer Tank System: Not reported TC0824630.2r Page 108 Map ID Dimction Dismnra Distance (R) Elevatlon Site _ - - ?MAP'FINDINGS~ COMMERCVIL'PROPERTY (Cordinuad) OMer Tank Leak Detection: Not reported ONer Pipe Leak Demctian: Not reported Metltand Compatlhm: Not reportetl 108 SE 5934 GIBRALTAR DRNE 1f2.1 PLEASANTON, CA 94588 0878 ft Higher CHMIRS: OES Control Number. 9099726 DOT ID: 1005 DOT Hazard Class: Not Reported Chemiral Name: AMMONIA, ANHYDROUS 6rmnt of Release: Nat reportatl CAS Number: Not reported Ouantlty Released: 21 Ernirenmenml Contamination: Air Poperty Use: Memantlle, Business Inddem Date: 11-0EG90 Date Completed: 11-0EG90 Time Completed : 1445 Plrysi®1 Stem Stored : Liquid Physi®I Smm Released : Gas Release Unit : Cu. Ft Conminer Desaiptlen : 1 Conmirrer Type : 03 Canminer Material : Imn Smel and Other Imn Alloys Level Or Comainer : Ground Level Canminer Capadty : 150 Conminer Capadty Unbs (code) : 1 Fxmm Of Release (code) : 6 Agency Id Number : 1095 Agency lnadem Nranber: 02445 OES Inadem Number: 9099726 Time Notlfied : 1325 Sunaunding Area : 500 Estlmated Temperemre : 60 Property Management: P More Than Two Subsmnces Involved? : Not reported Spatial Studies 1 : Not reported Spaaal SWtlias 2: Not reported Spatial SWdies 3 : Not reported Spatial SWdies 4: Not reported Spatial SWdies 5 : Not reported Spatial SWdies 6 : Nat reported ResporWmg Agerrry Personal # Of Injuries : 0 Respondlrrg Agency Persona! # Of Famtltles : 0 Rasp Agncy Persorrel # Or Deconmminatetl : 0 Others Number Of Deconmminated : 0 Others Number Of Injudes : 0 Others Number Ot Famlides : 0 Vehide Makelyear : Not reported Vehide License Number : Not reported Vehitle Slam : Not reported Vehltle Id Number : Not reported CA/DOT/PUGICC Number: Not reported Company Nema : Not reported Reporting Officer NameOD : GARETH W. HOLBU Report Date : 11-0EC-90 Commems: Na FadSty Telephone Number : 415 484-8114 ~EDR ID Number Database(s) EPA ID Number 0003713858 CNMIRS 5100280079 N/A TC0824630.2r Page 109 Map ID .., _ .MAPFINDINGS Diredion Distance Distance (ft.) Elevation Site 109 NNW 7179 NEWCASTLE LN. 1@-1 DUBLIN, CA 94588 47851x. Higher CNMIRS: OES ConVd Number: 9990344 DOT 10: 1270 DOT Ha7srd Class: Flammable liquid Chemical Name: OIL, CHEVRON SHINGLE AND FLOOR Extent of Release: Not reported CAS Number. Not reported Ouanfiry Released: 2 Errvirenmemal Contamination: Ground Preperty Use: Residential Inddent Date: 25JAN-88 Date Completed: Z5JAN-BS Time Completed : 944 Physical State Stored : LIquM Physipl State Released : Liquid Release Unit: Gallons Container Desoription : 2 Container Type : 02 Container Material : Nd reported Level Of Container: 1 Container Capadry : 55 Container Capadry Uni6 (code) : 2 Extent Of Release (code) : 6 Agency Id Number : 1030 Agency Incdent Number : 102.88 OES Incident Number : 9990344 Time Notified : 900 Sunaunding Area : 400 Estimated Temperature : Not reported Property Marmgenttent : Not reported More Than TMO Subs[axes ImoNed7 : Not reported Spedal SWdles 1 : Nd reported Spedel SWtlies 2: Not reported Spedal SWdles 3: Nat reported Spatial SWdles 4 : Nat reported Spatial SWdles 5: Not reported Spatial SWdes 6: Nat reported RasporMing Agency Personal # Of Injudes : Not reported Respondirq Agency Personal # Of Fatalitles : Not reported Rasp Agnq Personal # OF Decarrtaminated : Nd reported Omura Number Of Deconmmiretad : Nd reported Omers Number Or Injudes : Nd reported Omers Number Of Fatalities : Not reported Vehicle Makeh/ear : Nat reported Vehicle License Number: Not reported Vehicle State : Nd reported Vehicle Id Number: Nd reported CAIDOTIPUGICC Number : Not reported Company Name : Not reported Reporting Or6cer Name4D : THOMAS G. ROBELLO Report Date : 25JAN-08 Comments : Yes Fadlity Teleptgne Number : 415 829-2333 EDR ID Number Database(s) EPA ID Number CNMIRS S180221974 NIA W110 SHELL WNW 7194 AMADOR VALLEY BLVD 112.1 DUBLOI, CA 94568 47e5 n Higher Slte 1 of 21n duster W Cortese S701293451 NIA TC0824630.2r Pape 110 Map ID " ~ . _ --MAP-.FINDINGS. Direction Distance Distance (tt.) Elevadan Site EDR ID Number Datahase(s) EPA ID Number SHELL (Corttlnued) 5701293451 CORTESE: Reg Itl: 01-1379 Region: CORTESE Reg et': Leaking Underground Storage Tanks W177 TARGET Corhese S105023526 WNW T200 AMADOR VALLEY 12.7 DUBLR7, CA 94366 N/A 4645 h Higher Sito 2 of 21n duatar W CORTESE: Reg id: 01-1447 Region; CORTESE Rap By. Leaking UndergreuM Storage Tanks X112 OIL CHANGERS HA2NET S102434617 WNW 7194 VILLAGE PARKWAY Cortem N/A t2-1 DUBLgI, CA 94588 4954 R Higher Site 1 o121n duster X HAZNET: Gepaid: CAL000005241 Tepaid: CAD044003556 Gan County: 1 Tsd County. Yolo Tons: 4.17 Category: Unsped0ed dFcontalning waste Disposal Method: Transfer 5tetlan Coned: OC III Telephone: (000)006-0000 Mailing Address: 366 RAILROAD CT PO BOX 360810 MILPITAS, CA 95035 Courny 1 Gepaid: CAL000005241 Tepaid: CAT080013352 Gen County. 1 Tsd County. Los Angeles Tons: 7.2975 Category: OlVweter separa0on sludge Disposal Me0rad: Recyclar Canted: OC III telephone: (000) OOO.0000 Mailing Address: 386 RALROAD CT PO BOX 360810 MILPITAS, CA 95035 County 1 Gepaid: CAL000005241 Tepaid: CAD980887418 Gen County. 1 Tsd Count'. 1 Tart: 24811 Category. Waste dl and mired oii Disposal McMad: Reryder canna: oc In Telephone: (000) 0040000 ~ MaONg Address: 386 RAILROAD CT PO BOX 380610 TC0824630.2r Page 111 Map ID .-MAP: FINDINGS. Direction Distance Disaance (ft.) Elevation Site OIL CHANGERS (Contlnuad) MILPITAS, CA 95035 Caunry 1 Gapald: cALtloaooszal Tepaid: cADOOS4sze57 Gen County: 1 Tsd County. San Mateo Tons: .0750 Category. Other organic solids Disposal Method: Disposal, Other CanFad: OC III Telephone: (000)000-0000 Mailcrg Address: 366 RAILROAD CT PO BOX 360610 MILPITAS, CA 95035 County 1 Gepaid: CAL000005241 Tepaid: CAD059494310 Gen County 1 Tsd County. Santa Clara Tons: .2500 Category. Urepedfied oiFCantainirg waste D'rspasal Method : Not reported Conrad: oc to Telephone: (000) 000.0000 Mailing Address: 386 RAILROADCT PO BOX 360810 MILPITAS. CA 95035 County 1 The CA HAZNET database contains 6 additional remnfs fir this site. Please mmad your EDR Account Executive far more infarmatlon. CORTESE: Reg Id: 01-1634 Region: CORTESE Reg By: Leaking Underground Storage Tanks X113 17 MLLE STORE. WNW 21B45UNSET OR 1l2-1 PACffIC GROVE, CA 93950 d954ft Hlgher Slte 2 of 2 in duster X State LUST: Cross Street Qty Leaked: Case Number Reg Board: Chemkal: Lead Agency: Local Agency Case Type: Status: County: Abate Method: Review Date: Workplan: Pollution Char. Remed Adion: Close Date: 17 MLLE DR Not reported 2516 Central Coast Region Gasoline Local Agency 27000 Undefined Preliminary site assessment underway Monterey U 1!17!1995 5I31I1995 Not reported Not reported Not eportetl Confirm Leak: 1117/1995 Prelim Assess: 5131/1995 Remetl Plan: Not eportetl Monitoring: Not reportetl EDR ID Number Database(s) EPA ID Number S102434617 Cortese 31024233e3 LUST NIA TC0824630.2r Page 112 Map ID Dilation Distance Distance (ft.) Elevedon Site -MAP'FINDINGS. EDR ID Number Database(s) EPA ID Number 17 MO_E STORE (Corttlnuad) S7024233t13 Release Date: 11611995 Cleanup Funtl W : Not reposed Discover Date : 12/3011994 Ertforeement Dl : Not reported F1rf Type: No[ reporuW Enter Date : 1117/1995 Funding: Nat reported Staff Initials: UST How Discovered: Other Means How Stopped: Repair Piping Imesm : No Leak Cause: Suutlure Failure Leak Source: Piping MTBE Date : Not reported Max MTBE GW : Not reportaC MTBE Tested: Site NOT Tested for MTBE.Intludes Unknown end Not Analyzed. Psosry: 3A1 local Casa # : Not repdrted Beneficial: Not reported Stall: WNL GW Qualifies : Not reported Mex MTBE Soil : Not reported Soil Qualttfas : Not eportetl Hydr Basin #: 9.50 Operator: Not reported Oversight Prgm: RB Lead Untlerground Storage Tank Oversight Prgm : U5T Review Data : 1!17/1995 Slop Date : Not reported Work Suspentled Nat reported Responsible ParryTOM MCMILLIN RP Addrms: PO BOX 1767 Global ld: T0605300127 Org Name: Not reported Contact Person: Not reported MTBE Conc: 0 Mtba FueL• 1 Water System Na me: Not reposed We0 Neme: Nat reported Dstance To Lust 16766.9467173648372e0224547163 Waste Discharge Glabel lD: Not reposed Waste Disch Assigned Name: Not reportatl Cross Street 17 MILE DR Qly Leaked: Not reported Case Number 2917 Reg Board: Central Caasi Region Chemical: Gasoline Lead Agenq: Regional Board Loral Agency: 27000 Case Type: Omer greuntl water affected Status: Pdlutlon Assesment Report Completed County. Monterey Aoete Memod: Unknown • actbn taken at stte 6 unknown Review Date: Nal reported Confrcm Leak: Nat reported Workplen: Not reported Prelim Assess: Not reported Pdlutlon Char. Nat reported Remed Plan: Not reported TC0924t>,T0.2r Pege 113 Map ID Direction Distance Distance (ftJ Elevation Site .... , z=MAP: FINDINGS-a EDR ID Number Database(s) EPA ID Number 77 MLLE STORE (Corttlnued) 5102623583 Remetl Acaon: No[ reported Mankodng: Not reporetl Close Date: Not reported Release Date: 51711997 Cleanup Fund Id :Not reported Discover Date : 71411996 Errforoement Dt : Not reported Enf Type: Nat reported Enter Dale : ~ 1127/1998 Funding: 0 Staff Initials: Not reported How Discovered: Other Means How Stopped: Repair Piping Interim : No - Leak Cause: Other Cause Leak Source: Piping MTBE Date : &811999 Max MTBE GW : Not reported MTBE Tested: MTBE Detected. Site tested for MTBE 8 MTBE detected Pdodly: Not reported Loral Case #: Not reported Beneficial: Not reported Staff: WNL GW Qualifies : Not reported Max MBE Soil : Not reported Sal Qualifies : Not reported Hydr Basin #: 9.50 Operator : Not reported Oversight Prgm: RB Leatl Underground Storage Tank Oversight Prgm: UST Review Date : 1/1812001 Step Date : Ntll reported Work Suspended Not reported Responsible ParIySHAWN CASEY RP Adtlress: SUNRIDGE SUNRIDGE AND HAUL Global Id: 7060.5300216 Org Name: Not reported Con~ct Pelson: Na reported MTBE Conc: 1 Mtba Fuel: 1 Water System Name: Not reported Well Name: Not reported Distance Te LusT. 16766.966717364637280224547163 Waste Discharge Global ID: Not reported Waste Disch Assigned Name: Not reported LUST Region 2: Region: 2 Fadllty ld: 01-1634 Entered Data: 06/17/1993 Fadlity Status: Preliminary site assessment underway Maximum Sal Canrxintratlon: D Maximum Groundwater Impact 0 County: Alameda Current Benzene: Not reported MTBE Detected in GW: No MTBE Detected in Soil: Not reported MTBE: 0 MTBE Quality: ND TC0824630.2r Page 114 Map ID ~ ;.MAP: FINDINGS ~ _~ . ~ _ ~ - Direction Distance Distance (ft.) EDR ID Number Ekvatbn Site Database(s) EPA ID Number 17 MLLE STORE (Carrtlnrred) S102423383 LUST Region 3: Casa Number. 2917 Release Date 05I07I7997 Cross Street 17 MILE DR Enter Date: 012711996 Responsible ParrySHAWN CASEY Operator: Not reported Contact Not reported Local Agency: 03 ~ Regional Board: Central Coast Region Local Case Num: Not reported Ovandry: Not reported Discovered: 01I01l1965 Stop Date: Not reported How Found: Not reporul How Slopped: ~ Not reported Spume: Piping Cause: Other Cause Lead Agenq: Regional board Case Type: Other ground water affected Pdodty: Not reported Stag lnitiab: WNL . Fadlity Status: Pollution Assesment Report Completed Faaliry County: Monterey Abate Method: Unknown - action taken at site is unknown Review Date: 01!182001 Furling: 0 Conihm leak: Not reported Workplen: 8/1/95 Basin Plan: 9.50 Prelim Assess: Not reported PWludon Char. 11/18198 Remedial Plan: Nat reported Remedial Action; I I Manltoring: Not reported Close Date: / I Errforce Type: Not reported Elorca Date: Not reported Pilpt Program: UST Interim Action: 0 Region: 3 Mtba Cancenha tlen: Mlbe Fuel: 1 Or9 Name: Not reported Water System: Not reported . Well Name: Not repore0 DLst Fmm Well: 16766.946717364837280224547183 Assigned Name: Not reported Mtbe Class: CUF Id : Not reported Max MTBE Ground Water: Nat relxlrte0 Max MTBE Soil : Not reported Max MTBE Data : 618199 MTBE Tested : YES Susperled : Nat reported Beneficial : Not reported LauLong : 36.6159597!-121.9334666 Shc OualiBer. Not reported Grwntlwater Oua08er. Not reported Summary. SITE HAS 3 UGT 2X6,000 1X8,000). 6.000 WAS TAKEN Olli OF SERVICE IN 1997 DUE TO A FAILED TANK TEST. IN 1/98 WATER WAS DISCOVERED IN ONE OF THE 6,000 TANKS. MCHD ORDERED ALL TANKS TAKEN OUT OF SERVICE ON 123/9815 ORDERING PEBBLE BEACH SO TO CLOSE Case Number: 2516 Release Date 01!06/1995 Cross Street 17 MILE DR Enter Date: 01117/1995 Responsible PartyTOM MCMILLIN Operator. Not reported Contact: Not reported Local Agency. 03 Regional Board: Central Coast Region Loral Case Num: Not reported Ouantiry: Not reported TC0824630.2r Page lt5 Map ID ~ ~ :. MAP FINDINGS ~_ Direction Distance D'~stance (ft.) EDR ID Number Ekvadon Site Database(s) EPA ID Number 17 MILE STORE (Corrtlnued) S107A23363 Dheoverad: 01101/1 9 6 5 Stop Date: Not reported Hvw Found: Not reported How Stopped: Not reported Source: Piping Cause: SWsxwe Failure Lead Ageny: lAgl Agency Case Typo: UrMefirred ' Prbdry: 3A1 Staff Initials: WNL FadOry Status: Preliminary site assessment underway Fadlity Coumy: Monterey Abate Method: U Review Dale: 01/17!1995 Funding: Not reported Confirm Leak: 1/17195 Workplan: Not reporletl Basin Plan: 9.50 Prelim Assess: 5/31/95 Pdluaon Char. Not reported Remedial Plan: Na[ reported Remedial Action: I I Monitodng: Not reported Close Date: I I Erdorce Type: Not reported Enforce Date: Not reported Pilot Pmgrem: UST Imertm AGion: 0 Region: 3 Mtbe Cancenoa tlOn: Mtbe Fuel: 1 Org Name: Not reported Water System: Not reported Well Name: Not reported Dist From Well: 16766.946717364837280224547163 Assigned Name: Not reported Mtbe Class: CUF Id : Not reported Max MTBE Ground Water : Nat reported -Max MTBE Soil : Not reported Max MTBE Data : Not reportetl MTBE Testod : NT Suspentletl: Not reported Benefldel : Not reported LaULong : 36.61595971-121.9334666 Soil Ouallfier. Not reported Groundwater Oua60er. Not reported Summary: SOIL REMOVED FROM PIPING LEAK. TANKS ARE TO BE REMOVED IN 95. FURTHER CHARACTERIZATION TO BE COMPLETED WITH TANK REMOVAL. TANKS REMOVED. CORTESE: Reg Id: 2917 Region: CORTESE Reg By: Leaking Undergnwnd Storage Tanks 114 CHMIRS 5100280009 WNW 7265 VILLAGE PARKWAY WA 112-1 DUBL01, CA 94568 5064 f1. Higher TCt1824630.2r Pege 116 Map ID Direction Distance Distance (R) Elevation Site - - ~ '`+MAPfINDINGS' ` (Corltlnued) CHMIRS: OES Control Number. 9990345 DOT Hazard Class: Not Reported Chemical Name: PAINT Extent of Release: Not reported CAS Number. Not reported Environmental Contamination: Ground Incident Date: 21JANA8 Time Completed Plrysiel State Stored Physical State Released Release Unit: Container Description Container Type Container Material Level Of Container Container Capadty Container Capadry Units (coda) Extent Of Release (code) Agency Id Number Agency Inadent Number: OES Incident Number: Time No011ed Surrounding Area Estlmated Temperature Properly Management: Mare Than Tvo Substances Imolved7: Special Sudies 1 Spedal Studies 2 Special Sudies 3 Spedal Studies 4 Spedal Studies 5: Spedal Sudies 6: Responding Agency Personal # Of Injuries Responding Agency Personal # Of Fatalltles ResD Agncy Personal # Of Decontaminated Others Number Of Decontaminated Others Number Of Injuries Others Number Of FarsRtles Vehide Maka/year: Vehide License Number: Vehide Score Vehide W Number CArDOTIPUGICC Number: Company Name: Reporting OtScer Name/ID Report Date Comments Fadf'ity Telephone Number DOT ID: Not reported Ouandty Released: 5 Property Use: Not reported Date Completed: 21JAN-88 934 Uguid Liquid Gallons Nat reported 18 No Camainer GreurM Level Not reported Not reported Not reported 1030 086-88 9990345 854 Not reported Not reported Nat reported Not reported Nat reported Not reported Not reported Notreported Not reported Not reported Nat reported No[ reported Not reported Not reported Not reported Nat reported Not reported Not reported Not reported Not reported Not reported Not reported GENE MILLER, FIRE CAPTAIN 21•JAN-88 Yes 415 8232333 EDR ID Number Database(s) EPA ID Number 5100280609 115 DUBLIN HONDA West 7099 AMADOR PLAZA RD 1R•1 DUBLIN, CA 94569 5723 R Higher RCRISSOG 1600285233 FINDS CAD981658990 UST LUST HIST UST HAZNEf Cortese TC0824630.2r Pege 117 Map ID Direction Distance Distance (R.) Elevation Slte ~. ~ =MAP FINDINGS DUBLIN HONDA (Continued) RCRIS: Owner. KEN HARVEY (415)555-1212 EPA ID: CAD981658990 Contact ENVIRONMENTAL MANAGER (415) 828600 Classiflratlon: Srnati Ouantby Generator Used Oil Recyc: No TSDF Activities: Not reported Violation Status: No vpletions found FINDS: Other PaNnent Env'sonmenW Aaiviry Identified at Slte: AIRS Fadliry System (AIRSIAFS) Farility Registry System (FRS) Resource Conservation and Recovery Act Irdormatlan system (RCRAINFO) State LUST: Cross Street Not repormtl Oly Leaked: Not reported Case Numher Ot-0514 Reg Board: San Francisco Bay Region cnemi®l: waa0a ou Lead Agency: Local Agency Local Agency: 01000 Case Type: Sai Dory Status: Signed oR, remedial action completed or deemed unnecessary County. Alameda Abate Method: No Action Taken - no action has as yet been taken et the site Review Date: Not reported Canflrtn Leak: Not reported Workplan: Not reportetl Prelim Assess: Nat reported Pollutlon Char. Not reported Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Ck1se Date: 114/1996 Release Data: 1011/1991 Cleanup Fund k1 : Not reported Dtseover Date : 10/1/1991 Etrforcement Dt : Not raportetl Ent Typa: Nat reported Enter Data : 1n911ssz Funding: Fetleral Funds Stag InitiaLS: UNK How Discovered: Tank Closure How Stopped: Close Tank Imedm : No Leak Cause: SWCture Fagure Leak Source: Tank MTBE Date : Not reported Max MTBE GW : Not reported MTBE Tested: Not Requ'ved to be Tested. Priority: Nct reported Lawl Case # : 1256 Benafitaal: Not reported stag: crH GW Wallfies : Not reported EDR ID Num0er Database(s) EPA ID Numher 1000285211 TC0824630.2r Page 118 MaP ID ~~ ~ ~~~ ~ r ~~ MAP FINDINGS... Direction OLStanca Distance (ft.) Elevation Site DUBLIN HONDA (Contlnued) Mex MTBE Soil : Not reported Sal Qualifies : Not reported Hydr Basin #: Not reported Operator : Not reported Oversight Prgm: Local Oversight Program UST Oversight Prgm : LOP Review Date : 8f711996 Stop Date : 1f 14!1992 Work SusperMed N Responsible PartyBLANK RP RP Addraas: Not reported Gbbal ld: T0600100468 Org Name: Not reported Contact Person: Nat reported MTBE Caw: 0 Mt6e Fuel: 0 Water System Na me: Not reported Well Name; Not reported OLstance To Lust 2908.264329164931941164599714 Waste Discharge Gbbal ID: Not reported Waste Disdt Assigned Name: Not reportetl LUST Region 2: Region: Fadllry Id: Entered Date: Fadliry Status: Maximum Sal Cencentmdon: Maximum Groundwater hnpack County Current Ber¢ene: MTBE Detected in GW: MTBE Detected in Soil: MTBE: MTBE Qualify: LUST Alameda County: Region Status Fadliry Type Casa Closed LOP StaWa Source of Fund Substance MulBple Responsible PaNes 1000285233 2 01-0514 01129/1992 Signed aR, remedial action completed or deemed unrracossary 3000 0 Alameda Nat reported NOI reported Not reported 0 Not reported ALAMEDA Signed oR, remedial actlan completed or deemed unnecessary Soil onty ' Y Inactlve Federal waste OII No HAZNET: Gepaid: CAD9B1656990 Tepaid: CAD980887418 Gen County'. 1 Tsd County: 1 Tons: 62340 Category. Aqueous solution with less than 10% total organic residues Disposal Me0rod: Transfer Station Canter!: KEN HARVEY Telephone: (000) 000-0000 Ma9'vrg Address: 7099 AMADOR PLAZA RD DUBLIN. CA 94568 -2315 County 1 EDR ID Number Database(s) EPA ID Number TC0824630.Zr Page 119 Map ID ~:MAB~FINDINGS"~' Direcdan Dishanee Distance (ft) EDR ID Number Elc+ation Site Database(s) EPA ID Number DUBLIN HONDA (Cordinued) 1000285233 Gepaid: CAD981658990 Tepaid: CAD093459485 Gen Caumy. 1 Tsd County. Fresno , Tore: .1872 Category Urepedfied solvent mixture Waste Disposal Mehod: Transfer S[atlon Goofed: KEN HARVEY Telephone: (000) 000.0000 Ma6blg Address: 7099 AMADOR PLAZA RD DUBLIN, CA 94568 -2315 County 1 Gepaid: CAO981658990 Tepaid: CAD980887418 Gen County. 1 Tsd Coumy. 1 Tons: 4.5453 Category: Aqueous solution with less than 10% total organic residues Depreal Method : Transfer Sfa0on Contact: KEN HARVEY Telephone: (000) 000-0000 MaBing Address: 7099 AMADOR PLAZA RD DUBLIN, CA 94568.2315 County 1 Gepaid: CAD981658990 Tepaid: CAD98244689D Gen County. 1 Tsd County: San Joaquin Tons: .7506 Category: Aqueous solution with less than 10% total organic residues D'aposal Meorod : Transfer Station Contact: KEN HARVEY Telephone: (000) 000-0000 McIIMg Address: 7099 AMADOR PLAZA RD DUBLIN, CA 94568 -2315 County 1 Gepaid: CAD981658990 Tepeid: CAD983459485 Gen County. 1 Tsd County. 0 Tore: .0206 Category Urepedfled solvent mature Waste Disposal McNOtl: Transfer Statlon CantacT. KEN HARVEY Telephone: (000) 000.0000 Maifmg Address: 7099 AMADOR PLAZA RD DUBLIN, CA 94568 -2315 Coumy 1 The CA HAZPIEf database contains 30 additlonal records for Nis site. Please contact your EDR Account Executive fw more information. CORTESE: Reg Id: 01-0514 Region: CORTESE Reg By Leaking Undergrountl Storage Tanks TC0824630.2r Page 120 Map ID - ~ - =MARFINDINGS Direction Distance Distance (R) Elevation Site DUBLIN HONDA (Continued) UST HIST: Fadlity ID: 4296 Tank Num: 1 Cantaitrer Num: 1B Tank Capacity: 300 rear Insteued: 1900 Tank Used for. WASTE Type of Fuel: WASTE OIL Tank ConsWCtlan: Not reported Leak Detection: Stock Inventor Goofed Name: DAN HILL. SERVICE MANAGER Telephone: (415) 82&8030 Total Tanks: 2 Region: STATE Fadiiry Typo: 2 Other Type: CAR DEALER Fadliy ID: 4296 Tenk Num: 2 Contakrer Num: 1A Tank Capacty: 3000 Year Installetl: 1960 Tank Used for. PRODUCT Type of Fuel: UNLEADED Tank Coristructipn: Not reported Leak Detecton: Stack Inventor Conrad Name: DAN HILL, SERVICE MANAGER Telephone: (416) 828-8030 Total Tanks: 2 Region: STATE Fadllry Type: 2 Other Type: CAR DEALER UST San Francisco County: Fadliry ID: 1266 ~ Case Number. Not reported Tank ID: Not reported Tank Capacity: Not reported Manufacturer. Not reportetl Date Installed: Not reported Other Imedor Uning: Not reported Receive Date: 3117/'93 0:00:00 Close Dale: 323/93 0:00:00 Owner Name: Not reported Certlfied Date: 5/17/930:00:00 fla9~ CLOSED Other Corrosion Protecdon: Not reported Drop Tuba: Not reported Striker PWte: Not reportetl Dispenser. Not reported Conmms A: Not reported Contents B: Not reported Contems C: Not reported Mailing Name: Not reported Melling Address: Not reported Other Substance: Nat reportetl Tank Consbuctlon Type: No[ reported Tenk Material: Not reprutetl Interior Lining: Nat reported Conosion Protectiwt: Nat reported Spill Contamination Installed Date: Not reported Overfill Preventbn Inshalletl Date: Not reported Pidn9 Type: Not reported Piping Aboveground: Not reported Piping Underground: Not reportetl Piping Construction: Not reported Piping ConsWdion Aboveground: Nat reported Piping CansWdipn Undergrountl: Not reported Piping Material: Not reported Omer Pipv~g Material: Not reportetl Piping Matedal Aboveground: Nat reported Piping Material Underground: Not reported Pipe Leak Detection: Not reported Estlmated Last Date Used: Not reported EDR ID Number Database(s) EPA ID Number 1000285233 TC08246303 Paga 121 Map ID - 'MAP---FINDINGS ~ . ~ ~ ~ - DirerAOn Distance Distance (ft.) EDR ID Number Ekvatfon Site DeNbase(s) EPA ID Number DUBLIN HONDA (Continued) 1000265253 Estimated Ouantiry Remaining: Not reported Inert Figng: Not reported Jurisdiction: Not reported Other TanK System: Not reported Other Tank Leak Detection: Not reported Omer Pipe Leak Detecdan: Not reported Methanol CompadWe: Nat reported 116 ARCO SERVICE STATION N0.6041 No0}y 65 5100179467 WNW 7249 VILLAGE PARKWAY Corteso NIA - 1R-1 DUBLM, CA 92562 5199 it Higher NOTIFY 65: Date Reported: Nol reported Slaff Initials: Nat reported Board File Number. Not reported Fadliry Type: Not reported Discharge Date: Not reported Inddent Description: 92562 CORTESE: Reg Id: 01-0117 Region: CORTESE Reg By: Leaking Underground Storage Tanks 117 UNOCAL Cortese S102439618 WNW 7375 ANUU)OR VALLEY BLVD NIA 1R-1 DUBLD, CA 94568 ' 5276 ft Higher CORTESE: Rep ld: 01.1610 Region: CORTESE Reg By: Leaking Underground Swage Tanks i i TC0624630.2r Page 122 Ciy DUBUN DUBLIN DUBLIN DUBLIN DUBLIN DUBLIN DUBLIN DUBLIN DUBLIN DUBLIN DUBLIN DUBLIN DUBLIN DUBLIN DUBUN DUBLIN DUBLIN DUBLIN DUBLIN DUBLIN DUBLIN PLEASANTON EDR ID SBe Name 5104571111 5104735471 5105021543 5102801168 6105083880 0003B550T5 5102792776 S703668801 8103078807 6103989117 8103825119 5105021539 5103849122 8104291878 6105083989 5103888889 5103688770 5103869227 9103688317 5103958117 8103472184 S1D4233692 DAIMLER CHRYSEL CORP PARK6 RESERVE FORCES TRAINING AREA LUCKY CORPORATION J. PATRICK LAND COMPANY SHEA HOMES 7.11 STORE 833163 DUBLIN UNIFIED SCHOOL DISTRICT iRI VALLEY VETERINARY EMERGENCY DUBLIN UNIFIED SCHOOL DISTRICT 9T MICHAEL INVESTMENTS EOUILON ENTERPRISER lLC SANTA RITA -CENTRAL PARCEL ALAMEDA COUNTY GENERAL SERVICES SANTA RITA - OLD GRAYSTONE PBG DEALERSHIPIAGONAUT HOLDINGS INC BIEX INC PINNACLE COMPOSIT SOLUTIONS EQUINOX PRESS CUSTOM PHOTOGRAPHIC SERVICES-A LIMITED COLOR MEDIA SANTA RITA CENTRAL PARCEL TRI VALLEY HERALD ORPHAN SUMMARY Site ABara39 6885 AMADOR PLAZA RT BLDG. 790, 5TH STREET 8300 CLARK AVE CORNER OF DUBLIN BLVD I NW CORNER DUBLIN RANCH I ROUND HILL 0 7100 DOUGHERTY RD DUBLIN HIGH 6CHOOL 8743 DUBLIN BLVD STE 13 DUBLIN ELEMENTARY SCHOOL 7480 DUBLIN BLVD (DUBLIN CINAMA) 11888 DUBLIN SUSAN RAMON RD DUBUN BLVD EXTEN 4TH 1 MADIGAN 580 E SANTA RITA RD NW SIDE OFI-580 / TASSAJARA RD/PAR 263 6883 SIERRA LN STE F 8723 SIERRA CT STE D B90B B SIERRA CT 8948 SIERRA CT_STE B 8747 G SIERRA COURT UNKNOWN DUBLIN BLVD E%T 7132 D JOHNSON DR Zip Database(s) 84568 HAZNET 84568 CalSiles, AWP B456B LUST 94588 HAZNET 84568 HAZNET 84568 UST 84568 HAZNET 84568 HAZNET 84588 HA2NET 94568 HAZNET 84568 HAZNET, Cortese 84568 LUST 84588 HAZNET, Cortese 94568 LUST 04560 HAZNET 84568 HAZNET B456B HAZNET 94588 HAZNET 94568 HA2NET 94568 HAZNET f14568 Cortese, LUST 84588 Cortese, LUST TC0824630.2T Page 123 .GQYERNMENT:REC.ORDS:SEgRCHED 1 DATA~CURRENCY:TRACKING . , .; To maimain anenry of the following federal and state databases. EDR conmc~ the eppropdate governmental agency an a monody or quarterly basis, as required. Elapsed ASTM days: Provides corrfinnadan that this EDR report meats or exceeds the 9Oday updatlng requirement of the ASTM srondard. NPL: National Pdodry List Same: EPA Telephone: NIA National Pdorides L'et (Superfund). The NPL is a subset of CERCLIS and identifies over 1100 sites for Pdodry cleanup under Me Superfund Program. NPL sttes may encompass relativety large areas. As such, EDR provides polygon coverage for over 1,1100 NPL site boundaries produced by EPA's Enrironmental Photographic Interpretaton Center (EPIC) and regional EPA offioas. Date of Government Version: 04!21/02 Date Mada Active at EDR: 0621102 Database Release Frequency: Semi-Annualty Data of Data Artival at EDR: 05108102 Eapsed ASTM days: 46 Date of feat EDR Canrod: 05/06102 NPL 31te Boundaries Barnes: EPA's Environmental Photographic Interpretation Carder (EPIC) Telephone: 202-564-7333 EPA Region 1 Telephone 617-918.1143 EPA Region 3 Telephone 215.8145418 EPA Region 4 Teepnona 404562-8033 Proposed NPL: Proposed National Pdodry Lis[ SIOBe Source: EPA Telephone: WA Data d Government Verson: 0226102 Date Made Active at EAR: 0621!02 Database Release Frequenry: Semi-Anmtalty EPA Raglan 6 Telephone: 214-655659 EPA Region 8 Telephone: 303312774 Date of Data Artival m EDR: 0&06102 Elapsetl ASTM days: 46 Data of Lest EDR Goofed: 0.5A6102 CERCLIS: Compretransive Enviranmenrol Response, Compensation, and Lielnlity Irrfomradon System Sarce: EPA Telephone: 703.413-0223 CERCLIS comains data an potemlatly hazanlous waste sites that have lien reported ro Me USEPA try states, munidpalitles, private companies arrd private Persoro, Pursuant to Sedron 103 of the Comprehensive Environmemal Resporee, Compensadon, and tiaw0ry Ad (CERCLA). CERCLIS Domains sttes which are either proposed ro or on the Netlonal Prioritles list (NPL) and sites whicli era in the saeen'vig all assessmem phase for poss3le inclusion an the NPL. Date of Government Version:02/12/02 Date Made Adhre et EDR: O6A3f02 Database Release Frequency: Quarterty Date of Data Arrival at EDR: 03125/02 Elepsetl ASTM days: 70 Date of Last EDR Canrod: 0024102 CERCLIS-IIFRAP: CERCLIS No Fuller Remetlial Amion PWnnetl Sarce: ~A Telephone: 703-413-0223 As of February 1995, CERCLIS sttes desigrmted'No Further Remedial Adron Planned' (NFRAP) have Keen removed from CERCLIS. NFR/1P sites may tre sites where. falbwing en initlal investlgatbn, no comaminatlon was found, contam'madon was removed quickly w0hat the neetl for the site ro be placed on the NPL. a iha conteminatlon was rrot serious enough ro require Federal Supedund action or NPL consideration. EPA has removed approximatety 25.000 NFRAP sites to aft the uninteMed borders ro the redevebpmem of These propertles arM has archived them as histariral recalls so EPA does not neediessy repeat the imestlgatlorrs in the hthrre. This policy drange is part of Ne EPA's Brownfields Redevelopmem Program ro help dries, states, private investors end aflectad citlzena to promote economic redevetapmem of unproductive urban sites. TC0824630.2r Page GR-1 _ _ 'GD17.ERNMENT RECORDSSEARCF•.iED /~ATA~C~IRRENC, ,: t . ` ° _ KING.. • , Date of Government Version: 02/14102 Date Made Active at EDR: 06103102 Database Release Frequency: Ouartedy Date of.Dara Anival at EDR: 03!25/02 Elapsed ASTM days: 70 Date of Last EDR Contact: 0624!02 CORRACTS: Canectlve Action Report Source: EPA Telephone: 800.4249346 CORRACTS idarttlfies hazardous waste handlers with RCRA conadive action activity. Date of Government Version: 05102102 Date Matle Active at EDR: 07115/02 Database Release Frequency: Semi-Annualty Date of Data Anival at EDR: 05/06/02 Elapsed ASTM tlays: 70 , Date of Lest EDR Contact: 06110/02 RCRIS: Resource Coreervatlon antl Recovery Infomratlon System Source: EPAlNTIS Telephone: 80D4249346 Resource Conservation and Remvary Infonnadon System. RCRIS includes selective iMormatlon an sites which generate, transport, store, treat and/or tlispose of hazardous waste as defined by the Resource Consevadan antl Recovery Act (RCRA). Data of Government Version: O6/'10/02 Date of Date ArtNal at WR: O6J20I02 Date Made Active at EDR: 07/15102 FJapsed ASTM days: 25 Database Release Frequency: Vades Date df Last EDR Contact 0620/02 ERNS: Emergency Response Notiflptron System Source: EPAlNTIS Telephone: 202-260.2342 Emergency Resportsa Notification System. ERNS records and stores irtronnaaon on repoRed releases of oil and hazardous substances. Date of Govamment Version: 72137107 Data of Data Arrival at EDR: 07/02102 Date Made Active at EDR: 07/15102 Elapsed ASTM days: 13 Database Release Frequency: Vades Date of Last EDR Contact 0429/02 FEDERAL ASTM SUPPLEMENTAL RECORDS 8R3: Biennial Reportlng System Source: EPAINTIS Telephone: 800-0249346 The Biennial Reporting System is a natlonal system administered try the EPA that eollects data on the generadon antl marlagemem of hazardous waste. BRS captures detailetl tlata imm two groups: Large Quantity Generators (LOG) and Treatmem, Storage, and Disposal Facilities. Date of Government Version: 1213'1199 Database Release Frequency: Biennialty Date of Last EDR Contact: 06117102 Date of Next Scheduled EDR Con~ct 09/76102 CONSENT: Superfund (CERCLA) Canaent Decrees Source: EPA Regional Offices Teephone: Varies Major legal settlements that establish responsibility and sfarMards for cleanup at NPL (Superfund) sites. Released pariodicaity by United States Disuict Courts after settlement by perdes to litigation matters. Date of Government Version: NIA Database Release Frequency: Varies Date of Last EDR Contact: WA Date of Next Scheduled EDR Contact WA ROD: Records OF Decision Source: EPA Telephone: 703476-0223 Record of Decision. ROD doaments mantlate a permanent remedy at an NPL (SuperfurM) site containing technical and heanh iMonnatlon to aid in the cleanup. TC0824630.2r Page GR-2 ~GOV.ERNMENTRECOKDS`SEARCHED`=/ DATA.CtiRRENCY~. ( CKING Date of Govammant Version: 09/30/01 Database Release Frequency. Annually Date of lest EDR Contact: 07109102 Date of Nezt Skireduled EDR Contact t0A7/02 DELISTED NPL: National Pdodty List Deletions Source: EPA Telephone: NIA The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the diteda that Ne EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the NPL where rw fuNter response is aPproDdate. Date of Government Version:04122/02 Database Release Frequency: Ouarterty Date of Last EDR Contact: 05106102 Date of Next Scheduled EDR Contact 08105102 FlNDS: Fadlity Index SysteruFadOty Identifiradon InNiadve Program Summary Report Source: EPA Telephone: NIA Facliry Indez System. FINDS mrttains bath facility irrfomration and'pointers'to Omer sources that mmain more detail. EDR includes the folbwing FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aeromelric Irdormefion Retrieval System). DOCKET (Enforcement Docket used to manage and trade irrformadon on civil judicial enforcement cases for aU emimnnrenml statutes), FURS (Federal Untlergrountl Injectlon Control), GDOCKET (Cominal Docket System used to track atminal enforcmrrent actions for all emironmanfal statutes), FFIS (Federal Fadlities Irdornetlon System), STATE (State Environmental Laws and Statutes), and PADS (PCB AdMry Date System). Date d Government Version: 03/21/02 Database Release Frequency: Ouertetty Date of Last EDR Conrad: 07108102 Date of Next Scheduled EDR Contact 10A7102 HMIRS: Hazardous Materials Infortnaticn Reporting System Source: LLS. Deparanem of Trerrsportation Telephone: 202-366.4555 Hazardous Materials Inddent Report System. HMIRS contains hazardous malarial spill incidents reported io DOT. Date of Government Version: 12/31/01 Database Release Frequency: Annually Date of last EDR Goofed: 0422102 Date of Next Scheduled EDR Contact 07(17/02 NLTS: Material Licensing Tracking System Source: Nutlear Regulatory Commission Telephone: 3 01 41 5-71 6 9 MLTS is maintained by the Nuclear Regulatory Commission and mntams a list of approximately 6.100 saes whlch possess or use redioecsve maredels entl which are subject to NRC limrrsirrg requirertrems. To maimain arrency, mR contacts the Agency on a quarterly basis. Date of l»vamment Version: 04112/02 Database Release Frequency: Ouarterly Date of Lest EDR Contact 07108102 Date of Next Scheduled EDR Confect t0A7102 NINES: Mines Master Index FUe Souroe: Department of Labor, Mine Safety and Health Administretion Telephone: 303-231-5959 Date d Government Version: 06/05/02 Database Release Frequency: Semi-Annuslty Date of last EDR Contact 07101/02 Date of Next Scheduled EDR Contact 09730102 NPL LIENS: Federal Superfuntl Uens Source: EPA Telephone: 205-5644267 Federal Superfund Liens. Under the aulhortry greened the USEPA by the Comprehensive Environmental Response. Compensation and t.iabiliry Ad (CERCL4) of 1980, Ne USEPA nos the aumodly to file liens against real property in order to recover remedial action exparWUures or when the property owner receives notification d potemial liability. USEPA compiles a fisting of fibd notices M Supedund Liens. TC0624630.2r Pape GR•3 LG01fERNMENT."RECORDS SEARGHEDI/~.DgTAs.CUf~RENCYTRACKiNG ._ : ~~.; Data of Government Version: 10115191 Database Release Frequency: Nc Update Planned Date of Last EDR Gdrltatl: 0525102 Date of Next Scheduled EDR Contact 082fi102 PADS: PCB Activity Database System Source: EPA Telephone: 202-564.3887 PCB Activity Databme. PADS Identifies generators, transporters, commercial storeys andlor brokers and dLSposers d PCB's who are required to notify the EPA of such activities. Date of Govemmant Version:03101/02 Database Release Frequency: Mnually Date of Last EDR Contatl: 05!14/02 Date of Next Sdretluletl EDR ConmcC 0811 y02 RAATS: RCRA AtlminLStralrve Action Tracking System Source: EPA Telephone: 202-5644104 RCRA Administradon Actlon Tracking System. RAATS contains reconts based on enforcement actions issued antler RCRA pertaining to major violators end includes administrative end civil actions brought by the EPA. For administration actions after September 30, 1995, data entry in the RMTS database waz 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 m update me irlfonnetion contained in the database. Data of Govamment Version: Od/17/95 Database Reease Frequenq: No Update Planned Date of Last EDR Contact 06/10102 Date of Nett Srhetluled EDR Concoct 09109102 TRIS: Toxic Chemical Release Inventory System Source: EPA Telephone: 202-26111531 Toxk Release Inventory System. TRIS identifies fadlities which release toxic chemicals to the as, water and land in reportable quarrtides under SARA Title III Section 313. Date of Government Version: 12131!99 Database Release Frequency: Annually Date of last EDR CantacL• 0624102 Date of Next Scheduled EDR Contact 0923102 TSCA: Toxic Subsmnoes Control Act ' Source: EPA Telephone: 202-260-5521 Toxic Substanms Control AcL TSCA identfiea manufacturers end importers of chemical substances Intluded on the TSCA CMmipi Substance Inventory ILst. It InUUdes data on iha protlucdon volume of these substances by plant site. Date of Government Version: 12/31!98 Database Release Frequency: Every 4 Years Data of Last EDR Confect 06/10102 Date of Next Scheduled EDR Contact 09109/02 FTTS INSP: FIFRAI TSCA Tredting System - FIFRA (Federal Irrseetidde, Fungicide, 8 Roderltldde AtlyfSCA (toxic Substances Control AU) Source: EPA Tebphane: 202564-2501 Date of Government Version: 01/14/02 Database Release Frequency. Duarterty Date of Last EDR Contact 07103102 Date of Next Scheduled EDR Canrsct 0923102 FTTS FIFRAI TSCA Tredtlng System - FIFRA (Federal InsecOUde, Fungicide, 8 Rodendride AU)/TSCA (Toxic Substartcas Control AU) Spume: EPAIOmce of Prevention, Pesticides and Toxic Suhsmnoas Telephone: 202.564-2501 FTTS hatlts administrative rases arW pestidde enforcement actions and compliance acllvi8es related to FIFRA, TSCA and EPCRA (Emergency Planning and Community Right-to-Knaw Atl). To maintain arrenq, EDR corltaUS the Agenry an a quartery basLS. Date of Gavemnrent Version:0425/02 Database Release Frequency: Ouarterty Date of Last EDR ContacL• 07103102 Date of Next Scheduled EDR Contact 0923102 TC0824630.2r Pege GR4 ,. - _,.. .GOVERNAAENTRECORQS`.SEi4RCHm~/~DAT~1=Ct1RRENCY,~TRpCKING ;- SWF/LF (SVYIS~: Sofa waste Irdortnation system Source: tntegreted Waste Management Board Telephone: 915.341 ~'i320 Actve, Cbsed arW Inactive Landfills. SWF/LF records rypiplty conmin an inve rrtary of sole waste disposal fadllties or mndfllLa. These may De active ar i nadive mdfNes w open dumps that m0etl m meet R(XiA Sectlon 4004 cdteria fw sole waste Iandfi0s or disposal sites. Date of Govemmant Version: 06114/02 Date Mede Active et EDR: 07119/02 Dambase Release Frequency: Duarterty Date of Dam Arrival at EDR: 06/17102 Elapsed ASTM days: 32 Date of Last EDR Conrad: 06/17/02 WMUDSISWAT: Wasm Management Unit Dambase Saume: Smte Wamr Resauna3s Centro! Board Telephone: 916.227-0448 ' Wasm Management Unit Dambase System. WMl1D5 is used by the Smte Water Resourt~s Control Board staff and the Regional Wamr puallty Control Boards for program tradting and Invenmry W waste management uniLS. WMUDS is composed of the following dambases: Fadllly IMormation, Scheduled Inspections Informatlon, Waste Management Un0 Information, SWAT Progam Informatlon, SWAT Report Summary Irdorme0on, SWAT Report Summary Dam, Chapter 15 (fomredy Subchapter 15) Irdormation, Chapter 15 Monkodng Parameters, TPCA Pngmm Infimmtion, RCRA Program Irrformafion, Closure Irtforrtmtlon. and Inmrasted Partbs IrtfomuNan. Date of Government Version: 04/01/00 Data Made Active et EDR: 05/10/00 Database Release Frequency: puarterly Date of Dam Arrival at EDR: 04110100 Elapsed ASTM days: 30 Date of Last EDR Canmd: 06/'10/02 LUST: Leakng Underground Storage Tank Irrtonnatlon Sysiem Source: Smte Wamr Resources Control Board Telephone: 916-341.5740 Leaking Undergmura Storage Tank Inddent Reports. LUST records oonmin an invemory of raported making tmderground sorage conk inddenm. Na[ all scores makrmin these rewrds, and the irrfortnatlon stored vades by smm. Date N Gpvamment Version: 01/17/02 Date Made Acdve at EDR: 02/12102 Dambesa Release Frequency'. Dtrartarty Date of Dam Arrival at EDR: 0121102 Elapsed ASTM days: T2 Date of Last EDR Concoct 07109/02 CA BOND E%P. PtAN: Bond Expenditure Pmn Source: Department of Hearth Services Telephone: 916255-2118 Departrnent of Health Services developed asae-specific expendlNre pmn as the bas's far an appmpriatbn of Hazardous Sutsmnce Cleanup Bond Act funds. It a not updated. Date of Govamment Version: 01!01/89 Date Matle Actlve at EDR 08/02!94 Dambase Release Frequency: No Update Pmnrred CA UST: UST: Acute UST Fadltties ' Soume: SWRCB Telephone: 916341-5700 AdWa UST ladtlties gathered fran the kxal regulatory agendas Date of Government Version: 01/17/02 Date Mada Actve at EDR: 02/12/02 Dembase Reease Frequency: SemfAnnualy Date of Dam Ardval at EDR: 07!27194 Empsetl ASTM days: 6 Date of last EDR Concoct 05(31194 Date of Dam Arrival at EDR 0121/02 Elapsed ASTM days: 22 Data of Last EDR Conrad: 07109/02 CA flD UST: Fadfity Inventory Database Souma: CalHOmm Envirenmemal Pmtectlon Agency Telephone: 916.445-6532 The Faally Inventory Database (FID) catmirs a historical Ilstlrrg of active and 4radive underground storage conk kxratlors from the Smte Water Resource Control Board. Remr to kxxUcatnty source for anent dam. TC0824630.2r Page GR-6 =.GOY.ERNMENT=RECOR~S'SEARCHED~/;DAi ~A~CURFiEN'CYTRACKING :_ Dete of Gowmment Version: 10131194 Date Made Active at FAR 0929/95 Database Release Frequenry: No Update Planned Date of Dam Artival at EDR: 09IOSA5 FJapsed ASTM tlays: 24 Date of Last mR Canted: 1228198 HIST UST: Hazardous Subsmnoe Storage Conraurer Database Source: Smta Water Rasauroas Conool Board Telephone: 916341-5700 The Hazardous Subslarrce Storage Container Database is a hisronpl listing of UST sites. Refer to lorallawnry source for curtent dam. Date of Gowmment Verson: 10115190 Date Made Active e[ EDR 02!12191 Database Release Fraquenty. No Update Planned Date of Dam Arival at EDR: 0125A7 Elapsed ASTM days: 18 Dale of Last EDR CanmC 0726101 STATE OF CALIFORNIA ASTM SUPPLEMENTAL RECORDS AST: Aboveground Petroleum Storage Tank Fadiides Source: Smla Wemr Resources Contof Board Telephone: 916.227-0382 Registered Aboveground Sromge Tenks. Date aF Gowmment Version: 0521102 Database Release Frequenry: Quarterly Date of Last EDR Conrad: 05106102 Date of Next Scheduled EDR Concoct 08105102 CLEANERS: Cleaner Facili0es Source: Depertrtrent of Toxic Substance Control Telephone: 916-225A873 A fist of drydeaner related fadiitles Nat haw EPA ID numbers: These era mdlities with terrain SIC codes: power Wundries, tamiy and oommerdal; garment pressing and dearref s agents; linen sappy; co'uwpemted launddes and deeming; drytleanirrg plants, accept rugs: carpet and upholsmr awning; industrial munderers: laundry and garnem services. Date of Gowmment Version: 03118102 Database Reease Frequency: Annuaiy Data of Last EDR Conmr~ 07108102 Date of Next Sdeduled EDR Conrad: 10107102 CA WDS: Wasm Discharge System Source: State Walar Resources Control Board Telephone: 916-657-1571 Sltc whidi haw been issued waste discharge requiremerns. Deco of Gowmmwt Version: 06/17102 Dambase Release Frequency: Quarterly Date of Last EDR Concoct 0624/02 Date of Next Scheduled EDR Concoct 0923!02 DEED: List of Deed Resmcdore Source: Department of Toxic Substances Contol Telephone: 916.32&34 W Tha use of receded land use resuic0ons is one d the maNodt Ne DTSC uses to protect Ne puDllc from unsafe exposures ro hazardous substarxes and wastes. Date of Gowmment Version: 04126102 Database Reease Frepuwcy. Semi-Annualy Data of Last EDR Concoct 07108/02 Date of Next Sdheduled EDR Concoct 10107102 FIAZNET: Hazardous Waste Information System Scarce: California Emaonmenml Protecdon Agen4y Telephone: 916-255.1136 Fadiiry and Manifest Dam. The tlam is eztraded from Ne copies of hazardous waste manifesrs received each year by Ne DTSC. The enraal wlume d manifes-e a typiraly 700,000 -1,000,000 annualy, representing eppreximatey 350.000 - 500.000 sh~menm. Dam are from the rtmnifesm submitted without conectlon, antl Nerefore many terrain some invalid values for data elemeds sudr as generator ID. TSD ID, waste category, and disposal method. TC0824630.2r Pape GR-7 =G01/.ERNIGIENT3RECORaS•SEARCHED=/D'ATA~CURRENCYTRi!~CKING:_ Date of Govamment Version: 12/31!00 Database Release Frequency: Annually LOCAL RECORDS ALAMEDA COUNTY: Local OveBight Prgogram Llatlng o} UGT Cleanup Sites Source: Alameda Count' Environmental Health Services Telephone: 510-557.6700 Date of Government Version: 07!01/01 Database Release Frequency: Semi-Annually Underground Tanks Source: Alameda County Environmental Health Services Telephone: 514567-6700 Date of Government Version: 06101!02 Database Reease Frequency: SemFAnnualy CONTRA COSTA COUNTY: Date of Lest EDR ConaaG: 05/16rD2 Date of Next Scheduled EDR Conmet 08112102 Date of Last EDR Contact 05!01!02 Date of Next Scheduled EDR Contact 0729102 Date of Last EDR Contact 05101102 Date of Next Scheduled EDR Contact 0729/02 slm uat Source: Conaa Caste Health Services Department Telephone: 925Fi46-2266 List Inctudea sties from the urufetground tank hazardous waste generator and business pIaN2185 programs. Date of Government Version: 06105/02 Date of Last EDR Contact: 06/03102 Database Release Frequency: Semi-Annually Dale of Next Scheduled EDR Contact 09r02/02 FRESNO COUNTY: CUPA Resources u>a Source: Dept. of Community Health Telephone: 559445-3271 Certified Unified Program Agency. CUPA's eta responsible for implementing a unfied hazardous matedals and hazardous waste management regulatory program. The agency provitles oversight of businesses that deal with hazardous materials, operate underground storage tanks ar aboveground storage tanks. Date of Gavemrtrent Version: 04101/02 Date of Last EDR Contact: 04/30102 Database Release Frequency: Semi-Annualy Date of Next Scheduled EDR Contact 08/12102 KERN COUNTY: Underground Storage Tank Shas 8 Tanks Listing Source: Kern County Environrtrent Health Services DepaMrent Telephone: 661 A62-6700 Kern County Sties and Tanks Listing. Date of Government Version: 06!01/02 Date of Last EDR Contac[: 06103/02 Database Release Frequency: Ouartedy Date of Next Scheduled EDR Contact G9102I02 TC08246302r Page GR•8 - ... , tGOYERNMENT:RECORDS~SEARCHED"/.DATA~C.URRENCX ,TRACKING LOS ANGELES COUNTY: List of Solkl Wassa Faellitles Source: La County Deparenent of Public Works Telephone: 818458-5185 Date of Cavemment Version: 11/09/99 Date of Last EDR Contact: 0520!02 Database Release Frequency: Varies Date of Next Scheduled EDR Contact 08119/02 Cily of EI Segundo Underground Storage Tank , Source: City afEl Segundo Fire Department Telephone: 310607-2239 Date of Government Version: 03/01!02 Date of Last EDR Conroe: 0520/02 Database Release Frequency: Semi-Annually Date of Nezt Scheduled EDR Contact OB/19/02 Cfly of Lang Beach Underground Storage Tank Source: City of Long Beach Fire Deparhrrent Telephone: 562.570.2543 Date of Government Version: OS/30/02 Date of Last EDR Confect. 05!30/02 Dambeae Release Frequency: Annualy Date of Next Scheduled EDR Contact 0826702 Chy of Torranea Underground Storage Tank Source: City of Torrance Fire Deparbrlent Telephone: 310~i18.2973 Date of Government Version: 04/01/02 Date of Last EDR Contact 0520!02 Database Release Frequency: SemFAnnualty Date of Next Scheduled EDR Contact 08119102 Chy of Loa AngNes Landnlla Source: Engineedng 8 Construcgon Division Telephone: 213.473-7569 Date aF Government Version: 03101/02 Date of Last EDR Conlect: 06119102 Database Release Frequency: Vades Date of Next Scheduled EDR Contact 09/18102 HMS: Street Number List Source: Department of Public Worla Telephone: 626<58-3517 IndusOriel Waste and Underground Storage Tank Shes. Date of Government Version: 01131/02 Date of Wst EDR Contact 0520/02 Database Release Frequency: Semi-Annually Data of Next Sdrodubd EDR Contact 08M 9/02 31ta Mitlgatlan UM Source: Community Heahh Services Telephone: 323890.7806 IrWustriaf sites that have had some sort of sp81 or complaint Date of Government Version: 0228102 Date of Lest EDR Conlect: 0520/02 Database Release Frequency: Annualy Date of Next Scheduled EDR Conmet 08119102 San Gabriel Valley Araaa of Coneem ' Source: EPA Region 9 Telephone: 415-744-2407 San Gabdel Valley areas where VOC mntaminatlon is at or above the MCL as designated by region 9 EPA o81ce. Date of Government Version: 12131198 Date of Last EDR ConmG: 0629199 Database Release Frequency: No Update Planned Date of Next Scheduled EDR Contact WA TC0624630.2r Page GR-9 ~G'OY,ERNMENT~EC:ORDS:SEARCHEDr/~DA~A~CURRENGYTRi~CKING.~ ~. ~MARIN COUNTY: Underground Storage Tank Skas Source: Public Works Department Waste Management Telephone: 415.499E6~47 Currentty permitted USTe fn Madn County. Data of Gowmment Verson: 03106102 Database Release Frequency: Semi-Annually NAPA COUNTY: Sites Wilh Reported CorNeminatlon Source: Napa County Department of Emrironmentel Management Telephone: 707.253-0269 Date aF Gowmment Version: 04/01/02 Database Release Frequency: Semi-Annualy Closed and OperaUrg Underground Storage Tank Spas Source: Napa Coumy Department of Environmental Management Telephone: 707-253269 Data of Gowmment Version: 06/01102 Database Release Frequency. Annualy ORANGE COUNTY: Lot a} Underground Storage Tank Cleanups Saume: Health Care Agency Telephone: 714.834-3446 Orange County Underground Storege Tank Cleanups (LUST). Date d Gowmment Version: 11!27/01 Dambase Release Frequency. Ouartedy Llst of Underground Storege Tenk Facllltlea Source: Health Care Agency Telephone: 71434.3446 Orange County Underground Storage Tank Fadlitles (UST). Date of Gawmment Version: 1127101 Database Release Frequency: Ouarterty Llst of Industrial Sha Cleanups Source: Health Care Agency Telephone: 714$34.3446 Petroleum end non-petroleum spills. Date of Gawmment Version: 1024/00 Database Release Frequency: Annually PLACER COUNTY: Master List of Faellitles Source: PWcer County Health and Human Services Telephone: 530-889-7312 List includes abovegrountl tanks, undargrwrhd tanks and cleanup sites. Date of Last EDR ContaG: 05106102 Date of Nett Scheduled EDR Contact 0&05!02 Date of Lest EDR Contact 07!01/02 Date of Next Scheduled EDR Contact 09/30102 Date of Last EDR ContaG: 07101/02 Date of Next Scheduled EDR Contact 09130/02 Date of Last EDR ContecL• 06110102 Date of Next Scheduled EDR Contact 09109102 Date of Lest EDR Contact 06/10102 Date of Nett Scheduled EDR Contact 09109102 Date of Lest EDR Contact 06!'10102 Date of Next Scheduled EDR Con~ct 09/09!02 TC0824630.2r Page GR-10 'G01/.ERNIGIENT~RECDRDSSEARCHEDe/D'A.TA:C.URRENCYTRACKING Date of Government Version: Ot/31A2 Database Release Frequency: Semi-Annualy RNERSIDE COUNTY: Ustlrtg of Underground Tank Cleanup Skes Source: Department of Public Health Tekrptrone: 909.358.5055 Riverside Caumy Underground Storage Tank Cleanup Sites (LUST). Data of Government Version: 03I27A2 Database Release Frequency: Ouartedy Underground Storage Tank Tank Uet Source: Health Services Agency Telephone: 909-358-5055 Date at Government Version: 03107A2 Database Release Frequency. Quartery SACRAMENTO COUNTY: CS • Contaminated SHas Source: Sacremenm Count' Environmental Management Telephone: 91675-8406 Date of t.;avemment Version: O6I71/02 Database Release Frequency: Duartedy Date of Last EDR Contact: 0626A2 Date of Next Scheduled EDR Contact 0923102 Date of Last EDR ConteG: 0422102 Date of Next Scheduled EDR Conmet 0722A2 Date of last EDR Contact: 0422102 Date of Next Scheduled EDR Contact 0722102 Date of Last EDR Contact: OSA6I02 Date of Next Schedued EDR Contact 08A5102 ML -Regulatory Compllanea Master Ust Source: Seaamento County Environmental Management Telephone: 916-875A406 Arty business that has hamrdaus materials on site -hazardous material storage sites, underground storage tanks, waste generators. Date of Government Version: O6l11A2 Database Release Frequency: Ouartedy SAN BERNAR00lO COUNTY: Date of Lest EDR Conma OSA6A2 Date of Next Scheduled EDR Concoct OBA5J02 Hazardous Matedal Permits Source: San BerrlaNinO County Fire Department Hazardous Materials Division Telephone: 909-387-3041 This listing includes underground storage tanks, mediml waste handlers/generetare, hazardous matadaLs handlers, hazardous waste generetors, and waste oil gerteretorsRumdkrs. Date of Government Verson: 04A3I02 Database Rel~se Frequency. Quarterly SAN D~GO COUNTY: Solid Waste Facilides Source: Department of Heel0r Services Telephone: 619J38-2209 San Diego County Solfd Waste Fecili8es. Date of Last EDR Contact 06/'10102 Date of Next SchedukW EDR Contact 09A9A2 TC0824630.2r Pege GR-11 ,: ~. - =. G05/EFtNMENT~'RECDI~DS~EiorRCHED /DATA>GIJRREN.CY•?F2`ACKIPIG ~~.. Date of Government Version: 08101!00 Database Release Frequency: Varies Date of Last EDR Contact 0529102 Date of Next Scheduled EDR Concoct 0826tt12 HazaNoua Materials Management Division Database Source: Hazardous Matedals Management Division Telephone: 619-336-2266 The database includes: HE58 -This report contains the husvress name. site address, busutess phone number, establishment 'H' permit number, type of pemdt, and the business status. HE17 - In etldltbn to ptovitling the same Irrfornation provided in the HE56 IaOrrg, HE17 provides inspedion dates, viola0ons received by the establishment. hazardous waste generated, the quantiy, method of storage, treatmenVdisposat of waste end the hauler, and information on urMergrountl storage ranks. Unauthorized Release Lst - Indutles a summary of errvironmemal comaminatron cases In San Diego County (underground tank ®ses, non-tank rases, grountlwater contamination, and sdl comamination . are induded.) Date of Government Version: 03137102 Database Release Frequenq:0uartery SAN FRANCrSCO COUNTY: Local Overslta Fadlltles Scums: Department Of Public Health San Frondsco Count' Telephone: 415.252-3920 Date of Government Version: 06112102 Database Release Frequency: Quarterly Underground Storage Tank Informatlon Source: Dapartrnent of Public Heath Teephone: 415.252-3920 Date of Government Version: O611?J02 Database Release Frequency: Duartery SAN MATED COUNTY: Fuel Leak Llat Source: San Mateo Count' Ewironmental Heellh SeMces Division Telephone: 650363.1921 Date of Government Version: 04!04!02 Database Release Freouenq: SemFAnnualy Date of last EDR Canted: 07106102 Date of Next Sdretluled EDR Contact 10107/02 Date o} Last EDR Conrad: 06110102 Date of Next Scheduled EDR Contact 09109/02 Data of Lest EDR Contact: 06/10102 Date of Next Scheduled EDR Cbntact 09A9102 Dale of Last EDR Conta~ 0429102 Date of Next Scheduled EDR Contact 0729102 Buslneas Imamory Source: San Mateo County Emironmemal Health SeMces DWision Telephone: fi50363-1921 List Indudes Hazardous Materials Business Plan, hazardous waste generators, and underground storage tanks. Date of Govemrrent Version: 0.5/01102 Database Release Froquenq: Annually SANTA CL.ARA COUNTY: Fuel Leak Site Actlvlty Raloort Spume: Soma CWra Valley Water District Telephone: 408-265-2600 Date of Last EDR Contact 07!15/02 Date of Next Scheduled EDR Contact 10/14/02 TC0824630.2r Page GR-12 'GD• .\f:ERNIVIENT-RECGRDS;SEARCFtED /fDA= =A~CI9RRENCt `I !RACKING': Date of Govemrtrent Version: 01!03102 Date of Last FAR ConmcL• 07101102 Datatase Release Frequency: Semi-Annualy Date of Next ScMduled EDR Concoct 09!30102 Ha:ardoua Matedal Fedlttlas Source: City of San Jose Fire Department Telephone: 40&277659 Date of Govemrtcent Version: 01!03!02 Date of Last EDR Conrad: 06!10/02 Database Release Frequency: Annually Date of Next Scheduled EDR Contact 09A9l02 SOLANO COUNTY: Laaktng Underground Storage Tanks Spume: Solana Caunry DepaMrem of Emirenmental Management Telephone: 707.421 6770 Date of Government Version: 06!01/02 Date of last EDR Contact: 11 6 11 8 10 2 Database Release Frequency: Quarterly Date of Next Scheduled EDR Contact 09/16102 Underground Storage Tankc Spume: Solana County Department of Environmental Management Telephone: 707-421.6'770 Date df Government Version: 06101/02 Date of Last EDR Goofed: O6Hfl102 Database Release Frequency: Ouerterty Date of Nezt Scheduled EDR Contact 09116102 SONOMA COUNTY: Leaking Underground Storage Tank Sites Source: Department of HeaBh Serviws Telephone: 707-56511565 Data of Government Version: 1129101 Date of Last EDR Contact 0429/02 Database Release Frequency: Quarterty Date of Next Scheduled EDR Conrad: 0729!02 SLITTER COUNTY: Underground Storage Tanks Source: Sutter Caumy Department d Agriculture Telephone: 530-622-7500 Date d Govamment Version: 07101/01 Date of Last EDR Conrad: 07IOS=02 Database Release Frequency: Semi-Annuelry Data of Next Scheduled EDR Conmet 10/07/02 VENTURA COUNTY: hrventory of Iibgal AbarWorred and Inactlve Shea Source: Environmental Health DMsion Telephone: 805.654-2813 Venturs County Invemory of Cbsed, Illegal Abandoned, and Inactive Sims. Date of Government Version: 04lOZ01 Date of Last EDR Concoct 0529/02 Database Release Feouency: Annually Date of Next Scheduled EDR Concoct 0826/02 Usting of Underground Tank Cleanup Sites Sounx: Envkonmenml Health DWision Telephone: 805-654-2813 Ventura County Underground Storage Tank Cleanup Sites (LUST). TC0824630.2r Pepe GR-13 GOVERNMENT'REirORDSdSEAR~CHED~/=DA'LA CU{~RENGY"TRACKING ,, ~ .:--- Dale of Government Version: 05!09102 Database Release Frequenry: puanedy Date of last EDR Ctlntad:.06118102 Date of Next Sdeduled EDR Conrad: 09M6l02 Underground Tank Closed Sties List Source: Environmental HeaIM Division Telephone: 905654-2813 Ventura County Operating Untlergreund Storage Tank Sites (USTyUntlergreund Tank Cbsetl Sites List. Date of Government Version: 05!24101 Database Release Frequency: Quarterly Date of Last EDR Goofed: 07/15102 Date of Nezt Scheduletl EDR Contact 10/14/02 Budneas Plan, Harardous Waste Producere, and Opeatlng Underground Tanks Source: Ventum County Environmental Healm Division Telephone: 805-554.2813 The BWi list indkates Dy site address vArether the Emironmenial Health Division has Business Plan (B), Waste Protluwr (W), and/or Underground Tank (T) infonnatlon. Date or Government Version: 02/19/02 Database Release Frequency: Quarterly YOLO COUNTY: Underground Storega Tank Comprehensive Fadllty Report Sourw: Yob Coumy Department of Health Telephone: 530666-8646 Date of Government Version: 05/01/02 Database Release Frequency. Mnualy Date of Last EDR Canted: 06/15102 Date of Next Scheduled EDR Contact 09116102 Date of Last EDR Conrad: 0422!02 Date of Next Scheduled EDR Contact 0722!02 California Regional Water Quality Control Board (RWGCB) LUST Records LUST REG 1: Active Toxk site Investlgation Source: CafHomia Regional Water Qually Gonad Boartl North Cons[ (1) Telephone: 707-576-2220 Del Norte, HumDaklL Lake. Mentloeino, Motloe, Slskiyou, Sonoma. Tririiry countles. For more cunent irdomwtlon, please refer [o the State Water Resourws Camrol Board's LUST database. Oate of Government Version: 02/01!01 Database Reease Frequency: No Update Planned Date of Last EDR Conrad: 0528102 Date of Next Scheduled FAR Contact 0826/02 LUST REG 2: Fuel Leak List Source: Ca6fomia Regional Water Quality Control Board San Frencisw Bay Region (2) Telephone: 510288-0457 Date d Government Version: 12/01/01 Database Release Frequency: Quarterly LUST REG 3: Leaking Untlergreuntl Storage Tank Database Source: CalHomie Regional Water Quality Contrd ewrtf Central Coast Region (3) Telephone: 805-5493147 Date d Government Version: 0522!02 Database Release Frequenry: puanerty Date of Last EDR Conrad: 07/15/02 Date of Next Scheduled EDR Contact 10/14/02 Date of Last EDR Canted: 0520/02 Date of Next Scheduled EDR Contact 09119/02 LUST REG 4: Underground Starege Tank leak List Saurw: Califomb Regional Water Quality Control Bwrd Lw Mgeles Region (4) Telephone: 213.266-6600 Los Mgeles. Ventura wuntles. Far more current inlormatlon, please refer to the State Water Resourws Comrol Board's LUST database, TC0824630.2r Page GR-14 ~GD1/;ERNII~ENT_RECORDS'SEARCHEDs/tDA`T0.tGt'IRRENCY'TRACKING' Data of Government Version: 08I09ro1 Database Release Frequenq: No Update Planned LUST REG-5: Leaking Underground Storage Tsnk Da~base Source: Califemia Regional Water Oualiry Control Board Central Valley Region (5) Telephone: 916-2553125 Date of Government Version: lM/01/02 Database Release Fraquentry: Ouartedy Data or Last EDR Conaa: D7ro1roz Date of Next Scheduked EDR Contact 09130102 Date of Last EDR Contaa: 07I12ro2 Date of Next Sdredulad EDR Contact 10ro7102 LUST REG 6L: Leaking Underground Storage Tank Case LLstlng Sourtx: Ca0fomia Regional Water Duality Control Board Lahoman Region (6) Telephone: 916542-5424 For more wrrent infomutdon, please refer to Ore State Water Resources Control Board's LUST database. Data of Government Version: 01ro2ro2 Database Release Frequency: No Update Planned Date of Last EDR Contad: 07108!02 Date of Next Scheduled EDR Contact 10107/02 LUST REG BV: Leaking Underground Storage Tank Casa Listrng Source: Ca0fomg Regiorml Water Quality Control Board Vfaarville Branch Ofice (6) Telephone: 760346.7491 Date of Government Version: 01/02/02 Da~base Rekease Frequency: Duarterty Date of Last EDR Contact: 07rotV02 Date of Next Scheduled EDR Contact 10ro7ro2 LUST REG 7: Leaking UndergrvurM Storage Tank Casa l.istlng Sauree: Cardomia Regional Water Duality Control Board Colorado River Basin Region (7) Telephone: 760.346.7491 Date of Government Version: 04roil02 Darsbase Rekmse Frequengr: Semi,Mnualty Date of Lasi EDR Genres: 07ro1ro2 Date of Next Scheduled EDR Contact 09130102 LUST REG 8: Leaking Underground Storage Tanks Source: CalBOmia Regional Water Quatiry Control Board Santa Ma Region (8) Telephone: 909.7824498 CalBomia Regional Water Quality Control Board Santa Ma Region (8). Far more arrant informatlon, please refer to the State Water Resources Control Board's LUST database. Date a Government Version: 07/23101 Database Release Frequency: No Update Planned Date of Last EDR Contact 05113ro2 Date of Nex[ Scheduled EDR Contact 08/12ro2 LUST REG 9: Leaking Underground Storage Tank Report Source: Cal'domia Regional Water Duafdy Control Board San Diego Regon (9) Telephone: 858467-2980 Orange, Riverside, San Diego cauntles. For mare currant irrfonnatlan, please refer to the State Water Resources Control Board's LUST database. Date of Government Version: 03/01101 Database Release Frequency: No Update Planned Date of Last EDR Contact• 0427!02 Date of Next Scheduled EDR Canmct 0727/02 California Regional Water puality Control Board (RW~CB) SLIC Records suc Rec 1: ActNe Toxic sim InVestlgatlona Source: Caliromia Ragbnal Water Duality Control Board, North Coast Region (1) Telephone: 707.576-2220 Date of Government Version: 07101!01 Database Release Frequenq: Semi-Mnualy Date of Last EDR Contact OSldV02 Date of Next Scheduletl EDR Conrad: 0826102 TC0824630.Zr Page GR•15 °G01/ERNMEN7'AEGORDSSEARGHED ! DATA=C.URRENGYTRAGKING SLIC'REG:2: Spills, Leaks, Investigation 8 Cleanup Cost Recovery Listing Source: Regonal Water Quality Canted Board San Frendsm Bay Region (2) Telephone: 510.2868057 Any contaminated she that impads groundwater or has the potemial to impad groundwater. Date of Government Version: 12101101 Database Reease Frequency: Ouarterty Date of Las! EDR Conrad: 07/15102 Date of Next Scheduled EDR Contact 10114/02 SLIC REG 3: Spills, Leeks, Investigati0n 8 Cleanup Cost Recovery Listing Source: Calrfomia Regional Water Quality Control Board Central Coast Region (3) Teephone: 8055493147 Any mntaminate0 she that impacts groundwater or has the pdential to impact groundwater. Date of Government Version: 05!22!02 Database Release Frequency: SemFAnnualty Date of Last EDR Conrad: 0520102 Date of Next Scheduled EDR Contact 08119/02 SLIC REG 4: Spills, Leaks, Investigation & Cleanup Cost Remvery Listing Source: Region Water Oualiry Conuol Board Los Artgebs Region (4) Telephone: 21&5766600 Any mntaminated she that impacts gmundwater or has lire potential to impact groundwater. Date of Government Version: 09/13!01 Database Release Frequency: Quartady Data of Last EDR Conrad: 05/01102 Date of Next Scheduled EDR Contact 07f29/02 SIlC REG S: Spills, Leaks, Investigaaon 8 Cleanup Cost Recovery Listing Source: Regional Water Quality Control Board Central Valley Region (5) Tebphane: 916.8553075 Unregulated sites that impact grountlwaler or have the pobmial to impact gmundwater. Date of Government Version: 03!31102 Database Release Frequency: Semi-Annualy SLIC REG 8V: Spills, Leaks. Invessgatitn & Cleanup Cost Remery Ustrng Source: Regional Water Quality Conrol Beam, Victarvilb Branco Telephone: 619-2416583 Date of Government Version: 07/19!01 Database Reease Frequency: Semi-Annually SLIC REG 6: Spills, Leaks, Mvastlgatlon & Cleanup Cost Recovery Lktlng Source: California Region Water Quality Control Board Santa Ana Region (8) Telephone: 909.7823298 Date of Government Version: 07/31101 Database Reease Frequency: Semi-Annuaity SLIC REG 9: Spills, Leaks, Investlgatlon 8 Cleanup Cost Recovery Listlng Source: Celifomb Regional Water Quality Control Board San Diego Region (9) Telephme: 858467-29&1 Date of Govemnrent Version: 03101102 Database Release Frequenty: Annualty EDR PROPRIETARY HISTORICAL DATABASES Date of Last EDR Contact 07108102 Date of Next Scheduled EDR Coned: 10107!02 Date of Last EDR Contact: 07/08102 Date of Next Scheduled EDR Con~ct 10!07102 Date of last EDR Conrad: 07/08102 Oate of Next Sdheduled EDR Coned: 10107!02 Date of Last EDR Cmfad: 06/03102 Date of Next Scheduled EDR Conbct 09102/()2 Farmer Manufaciurad Gas (Coal Gas) SHea: The existents and laptron of Coal Gas sites is provided exdusively to EDR by Real Properly Scan, Inc. ®Copydght 1993 Real Property Spn, Inc. Far a technical dascdpdm of the types of hazards which may ba found at such sites, mntad your EDR customer service representative. Dlsdalmer Provided by Real Property Scan, Inc The iMortnarion mrrtained in this report has predominantly been obtained from pubfidy available sources produced by entitles other than Real Property Scan. Wh0e reasonable steps have been taken to insure the amureq of mLs report, Real Property Scan does not gueremee the awrrecy of this report. Any Ibt>iliry on the part of Real Pmperty Swn is stddty Ilmited to a refuM d the amount paid. No claim L5 made for the actual ex"stance d toxins at any she. This report does not mns8tute a legal opinipn. TC0824630.2r Page GR-16 Q ;a d ._`a d~ :.. CY ~:, ,D.. u t m~ o Ck~ ,. r. - , y;~ ~~ 0 ~q1 u a ~ ~ pq a' 1 ~~~' p l~ p0' ~ Y ~ 1 ~~Two r v ~nl k c a^~• ~o °" k. . ~~~~~d~; 0 0, ~~~~~ tl ~ o O OQ p ~ o a Y• n y, a o ~ ^ ~~ _~ o e A__.L 0 ii `,~ ROSEVII.LE ENVIItONNIIIdTAL ENGINEERING INTERVIEW NOTES DATE: ~. -~l?Oo~L PROTECT ~G-~` ' U ~ /~ NAME: ~..1~/J... ~ l' . 1.~,?l~ INTERVIEWER:_~~~~1 ~ „/~ ~~ /~ ROSEVIIS.E ENVIItONMENTAL ENGINEERING nv~rExy~w xarEs DATE: NAME: Swat- ~ ~ ~~ PROJECT ~~- K ' ~ ~. E i~~~~iiiic'(~~i~ii~o~(~~(iu~dl California laboratory Services Gurmwrsd Fxunih R.porlirgMaduh Cd/(916I63BJ301 m l+in rhil npnn refnrwmdted sr...., ~,..,,..~,.r..,~,n ~.... To: Cheryl Chester ~ 61~)(Qlliil'ilfi!)liU r. ~allito~i~a~l'is~~(i~llol $ ~J~il~.f~GW Date:9-26-102 From: California Laboratory Services Page 001 of 006 ibis report is also available via E-NRIL. You may request individual or all reports also be sent to you via a-mail directly to your desk. You may also request that you would Like both fax and a-mail reports sent to you. For more information, send an a-mail request to reports@californialab.com the Following fascimile report is of a preliminary nature and as such, does not include data that will be forthcoming in the complete report package. Interpretation of the report results should be made only after the complete report package has been delivered. ^ 885 Jarvis Drive Morgan Hill, CA 95037 • (408) 776-9600 • FAX (408) 782-6306 SE UOIA ANALYTICAL ^ 1455 McDowell Blvd, Suite D. • Petaluma, CA 94954 • (707) 792-1865 • FAX (707) 792-0342 Q ^ 819 Striker Ave., Suite 6 Sacramento, CA 95834 • (916) 921-9600 FAX (916) 921-0100 CHAIN OF CUSTODY O 1551 Industrial Road • San Carlos, CA 94070 • (650) 232-9600 • FAX (650) 232-9612 ^ 404 N. Wiget Lane • Walnut Creek, CA 94598 • (925) 988-9600 • FAX (925) 988-9673 open Name: ps' oo V/ O/1 Project: vC. ub 7 Iing Address: /lei ri I.r Billing Address (if different): ~• State: Zlp Code: °,S 3 hone: 9 L S Fex #: 9 (. L P.O. #: tort To: ...ae.. /~~_ E-mail Address: C.• ..~_ Dwte / Time Results Required: OC Dala: ^ Level II (standard) ^ Level III ^ Level IV Sequoia's Work Order # taround ^ 10.15 Working Days O 72 Houra e: (Standard TAT) ^ 7 Working Days 24 Howe MANDATORY: ~Q,,~1t,_ ^ 6DWA (Ddnking Water) ^ CWA (Waste Wetar) `~t4~ ^ 5 Working Deye ~v ^ RCRA (Hazardous Waste) ' ^ txnar Client Dele !Time Matrix # of Container Sequoia's CornmenLU Sem le LD. Sam led Desc. Cont. T e '+~ Sam le # Tem . d re utred) ~ u/oz g,.~ lA/ 3 void - w - -w- 9re2 W / ., .1 L. Z- w- ~ o ;3 ;' vo -C - w - 9 a~ d2 w 3 lb ' :~ -. ;- ,, ,: Date / Time:92~/oz ~n'• ~h Date /Time: Date /Time: Received 'e Samples Received In Good Condlllon7 ^ Yes ^ No Samples on Ice? ^ Yes ^ No Method of Shipment: Pege_ot_ While: Sequoia Yelbw: Sequoia Plnk: Client Fran: California Laboratory Services at O 916-h3B-9510 io: Cheryl Chester at ~ 19167218339 Q 09-Z6-:2 89:97 pn ~ 086 of 086 Analysis Report: total Petroleum Hydrocarbons. EPA Method 8(115 Purge and crap. EPA Method 5031) Client: RoseWOOd Environmental 8996 Mariposa Aue Roseville. CA 95661 Project Mo.: Contact: Cheryl Chester Phone: (916)721-8557 Project: Pak M SaveiDublin Date Sampled: 09i25i2002 Date Received: 69i25i2t)02 Date Extracted= MiR Date Analyzed: 69i26i2002 Date Reported: 09i26i2t)02 Lab Contact: Lab [D Ho.: Job Mo.: COC Log Mo.: Hatch Mo.: Instrument ID: Analyst ID: Matrix: James Liang U16R5 851685 HO HUMRER 33602 GCU18 DAUIDC WAiEA RMALYiICRL AESULiS Lab i Client ID Results Rep. Limit Dilution Rnalyte CAS Mo. (mgiL) (mgiL) (factor) 1R i 1-W-1 iPH as Gasoline MiA HD t).OSU 1.U 2A i 2-W-1 iPH as Gasoline MiA HD 0.051) 1.0 3R i 3-W-1 iPH as Gasoline MiR HD 0.050 1.l) MD = Mot detected at or above indicated Reporting Limit CA DOHS FLAP AccreditationiRegistration Humber 1233 Fran: California Lahoratary Services at O 91fr63A-951A To: Cheryl Chester at O 19167218339 Q A9-26-:2 A9:96 pn ~ AAS of A86 Analysis Report: BlEX. EPA Method 602 Purge and crap. EPA Method 5030 Client: RoseWOOd Environmental 8996 Mariposa Aue Roseville. CA 95661 Project No.: Contact: Phone: Cheryl Chester (916)721-8557 Protect: Pak M Save/Dublin Date Sampled: 09/25/2802 Date Received: 09/25/2002 Date Extracted: N/A Date Rnalyzed: 09/26/2002 Date Reported: 09/26/2002 Lab Contact: LaD ID No.: Job Mo.: COC Log Mo.: Batch No.: Instrument ID: Analyst ID: Matrix: ANALYt[CAL RESULTS James Liang U1685 851685 MO NUMBER 33602 GC018 DAVIDC WAlEA Lab / Client ID Analyte CAS No. Results (ug/L) Rep. Limit (ug/L) Dilution (factor) 1A / 1-W-1 71932 MD 0.30 1.0 Benzene toluene 108083 ND 0.30 1.0 Ethylbenzene 100414 ND 0.30 1.0 D 1 Xylenes, total 1330207 MD 0.60 . 2A / 2-W-1 71932 MD 0.30 1.0 Benzene toluene 108883 MD 0.30 1.0 Ethylbenzene 100419 MD 0.30 1.0 0 1 Xylenes, total 1330207 MD 0.60 . 3A / 3-W-1 Benzene 71932 MD 0.30 1.0 toluene 108883 ND 0.30 1.0 Ethylbenzene 100914 ND 0.30 1.0 Xylenes, total 1330207 ND 0.60 1.0 MD = Mot detected at or above indicated Reporting Limit CA DOHS ELAP Accreditation/Registration Humber 1233 Fran: California Laboratory Services at O 916-638-9510 iv: Cheryl Chester at O 19167210339 Analysis Report: iPH Diesel by DHS Method - M8O15 (Water) Separatory Funnel, EPR Method 3516 Client: RoseWOOd Environmental 8996 Mariposa Aue Roseville. CA 95661 Project: Pak M Saue/Dublin Date Sampled: Date Received: Date Extracted: Date Rnalyzed: Date Reported: Client ID Mo.: 69/25/2002 69/25/2602 89/25/2002 89/25/2002 89/26/2002 3-W-1 3-W-1 Project Mo.: Contact: Phone: Lab Contact: Lab ID Mo.: Job Mo.: CDC Log Mo.: Batch Mo.: Instrument ID: Rnalyst [D: Matrix: Q 89-26- 2 09:96 pn ~ 809 0l 006 Cheryl Chester (916)721-8557 James Liang U1685-3B 851685 MO NUMBER EO3951A PGC66 MGOCDUMG WAlEA Results Rep. Limit Analyte CAS Mo. (mg/L) (mg/L) TPH as Diesel M/A MD 0.050 MD = Hot detected at or above indicated Reporting Limit Dilution (factor) 1.0 CR DOHS ELAP Rccreditation/Registration Humber 1233 Fron: California Laboratory Services at O 916-638-9510 io: [beryl Chester at © 19167218339 Analysis Report: iPH Diesel by DHS Method - M8015 (Water) Separatory Funnel, EPR Method 3510 Client: Rosewood Environmental 8946 Mariposa Ave Roseville, CA 95661 Project: Pak M Saue/Dublin Date Sampled: Date Received: Date Extracted: Date Analyzed: Date Reported: Client ID Mo.: 89/25/2U02 89/25/2002 09/25/2U02 B9/25/ZOOZ 09/26/2A02 2-W-1 Q 09-Z6-;Z 09:16 p~ ~ 003 of 006 Project Mo.: Contact: Cheryl Chester Phone: (916)721-8557 Lab Contact: Lab ID Mo.: Job Mo.: COC Log Mo.: Batch Mo.: Instrument ID: Analyst ID: Matrix: James Liang U1685-2B 851685 MO HUMBER E03951A PGC06 MGOCDUMG WA'fEA 2-W-1 Results Rep. Limit Dilution Analyte CAS Mo. (mg/L) (mg/L) (factor) iPH as Diesel M/A MD O.OSt) 1.0 MD = Mot detected at or above indicated Reporting Limit CR DOHS FLAP Rccreditatlon/Registration Humber 1233 Frog: California Laharatory Services at O 916-638-9510 To: Cheryl Chester at O 19167210339 Anelysis Report: iPH Diesel by DHS Method - M8015 (Water) Separatory Funnel, EPA Method 351U Client: Rosewood Environmental 8946 Mariposa Ave Roseville, CA 95661 Project: Pak M SaueiDublin Date Sampled: Date Received: Date Extracted: Date Rnalyzed: Date Reported: Client ID Mo.: 69i25i2002 69i25i2002 89i25i2U02 89i25i206Z 09i26i2002 1-W-1 1-W-1 '3 89-26-:Z 09:95 pa ~ OBZ of 006 Project Mo.: Contact: Cheryl Chester Phone: (916)721-8557 Lab Contact: Lab ID Mo.: Job Mo.: COC Log Mo.: Batch Mo.: Instrument ID: Analyst ID: Matrix: James Liang U1685-1H 651685 HD NUMBER EC13951A P6C86 M60CDUMG WATER Results Rep. Limit Analyte CAS Mo. (mgiL) (mgiL) iPH as Diesel MiA MD 0.25(SI) SI = Reporting limit was cleuated due to matrix interference. HD = Hot detected at or above indicated Reporting Limit Dilution (factor) S.0 CR DOHS ELAP AccreditationiRegistration Humber 1233 Phase I Environmental Site Assessment San Ramon V~lage Plaza Dublin, California Prepared for: Bancor Properties 1459 First Street Livermore, CA 94550 May 25, 2002 ROSEWOOD ENVIRONMENTA! ENGINEERING ~E~EIVE® FEB 0 7 2003 f)UBLIN PLgNNING ~i~o~ ~ 3 8946 Mariposa Avenue Roseville, California 95661 Project No. REE ?J-Q2A-Q2 Phase I EavirQnmental Site Assessment Saa Ramos Village Plaza Dt~blia~ California Prepared for. Bancor Properties 1459 First Street Livermore, CA 94550 May 25, 2002 RQSEMtOOD EN1/IRGGNiEE~TA! ENGgNEERILYG s9a61v1ar;posa Avemu Roseville, (~lifomia 95661 Project iYO. RE6 !J-Q?A-02 CII2TIE'ICATION PHASE I ENVIRONMENTAL SITE ASSESSMENP .SAN RAMON VII.LAGE PLAZA DUBLIN, rsT•Ili'ORNIA May 25, 2002 All iaformatioar conclusions,, and recommendations in this report have been prepazed under the supervision of and reviewed by a Rosewood Environmental Engineering California Registered gav;rnnmPntal ~ggpcenr ~~ Registered Prafesa~~*+pi Engineer. All field activity_.and professional opinions were provided by a California Registered Geologist. :a _~• ~~. Cheayl Bly ~, \ I CahSomla Reg~ste[ed EIIVa'oomeat8l Assessor 1002 .. California Registered)ho>irssional Engineer 34358 ll PHASE I ENVIORNMENTAL ASSESSMENT SAN RAMON VII,LAGE PLAZA TABLE OF CONTENTS 1.0 INTRODIICTION 1.1 Purpose 1 1.2 Deta>7ed Scape of Services 2 13 $i~lfleant A_ee~mrMinna 2 1.4 Limitations and Ezeeptioas 2 iS SpeciaLTe®sancLConditinns-. 3 1.6 IIser Refianoe 3 7 0 SITE DESCRIPfION 2.1 Lorafi~ and Jurisdiction 4 Z.2 Siteand V'xinitECharatYerisdcs 6 23 Sf~ huprovemmb 7 2A Currmt.Site.IIsage 7 zs sitecenfngy 7 2.6 SiteHY~~eSY.. tt 2.7 SiteHydrolapy S 2.8 Site Wells 9 3.0 SITE AND VICINITY HLSTORY 3.1 ~s•^•:•.*~ R,•reemce Sources 10 3.2 Re~~al H'isfary 11 3.3 Site History 12 4.0 DATABASEREVDEW 4.1- Batabase Review 14 4.2 Harvey's Dry Cleaner Case 17 5.0 SITE RECONNAISSANCE. 5.1 Site Operations 23 52 ces and Wastes, and 23 Petroleom-Prodaets-UseA or Stored at the Site 53 Labeled.Can<aine's and Drams ~ 24 5.4 Disposal Locad~ of RegulatedfHazardous Wastes 24 Ss Evidence of Release 24 5.6 Polychlorinated-Bfpheuyls (P'GBs) 24 S.Z Astlestas-Containing Materials (AGMs) 24 5:8 Radar 25 59 I.esd-Baste Paint 25 5.10 Leadm Drinki~Water 25 S.1L Landfills 25 512 Pits. Prods, Lagaoos, Damps, Dryvrells, and CahdLt,Aen= 26 513_ Oa~Site Above~onnd and IInderground Storage Talcs 26 5.14 Radfdogical Hoards 26 5.15 AdditionaLHazardOhservadons 26 5.16 Sarronnding Land IIse 26 6.0 CONCLIISIONS 6.1 Onsite Sonrces of Concern 27 6.2 Off Site Sources of Concern 29 4 10 14 19 27 PEASE I ENVIORNMENTAL ASSESSMENT SAN RAMON VII,LAGE PLAZA TABLE OF CONTENTS (conL) FIGURES 15gnre.l- Site Location Map i Figure 2 - Site Plan 6 TABLES Tabte 1 -Database Search Results 14 Table Z -Summary of Chemical Analysis ResuMs far Ifarvey's Dry Cleans 18 APPENDICIES APPENDIX A FLOOD CONTROL CHANNEL DOC[7NIENTS APPENDIX B P:DR GICOCHECK REPORT APPENDIX C HISTORICAL MAPS, PHOTOGRAPHS, AND DOCUtYffiVTS APPENIDiX D EDR DATABASE REPORT APPENDIX E HARVEY'S DRY CLEANERS DOCUtVIENTS 2 PHASE I ENVIRONMENTAL SITE ASSESSMENT SAN RAMON VILLAGE PLAZA D17BLIN, CALIFORNIA i 1.0 INTRODUCTION Rosewood Enviommental Engineering pe~ormed a Phase I Environmemal Site Assessment (ESA) of the San Ramon Pillage Phua located at the sorrtheast tamer of the intersection of Alcesta Boulevard and San Raman Road in the City of Dublin, California. (Figue l.) FIGURE l Site Location Map s~ ._ t ,~ MAPYV[ .qtr, ~ i~a.. _ 300x1. f ~c i ~ )- 9e0h.• %- ~~ ~ ~., min,- . ~ 8tr~ .:t pd&-(ti~'_KaY lb:, - e tca ~ , .C I ~ : ~ rTE !y. ~ _ aY ' ar§ .k '3 02002 mavquest.oom, inn; 08002 tlarigatbn rschnobv 1.1 Purpose The objective of this assessment was to provide an independent, professional opinion regarding recoglized environmental conditions (RECs), if any, assodated with the Site and to assess the ~. compatibility with respecx to environmental issues of the Site with the planned residenrial ]and-use. t According to American Society for Testing and Materials (ASTM) Standard practice E 1527-00, an REC means the presence or likely presence of any hazardous substances err petroleum products on a 4 property under conditions that indicate an existing release, a past release, or the material threat of a release of hazardous substances or petroleum prodnds into stnrdlaes oa the property air into the ground, grocmdwater, or surface water of the property. Rosewood Enviro~eotal Engineering rmderstands that the Phase I and Phase II ESA is to be used by the Client to perform due diligence with respect to environmental conditions at the Site and for pradevelopment docammentation. 1 1.2 Detm7ed Scope of Services The scope of services for the Phase I ESA included the following activities. ^ Performance of two field reconnaissance visits of the site and surrounding vicinity ^ Reviewof the flow information for the adjacent flood carol channel supplied by Za~ae 7 Water District. (Appendix A) • Review of a GeoCheck Report provided by IDR database services (Appendix B) • Review of historical aerial photographs on File at UC Berkeley of the Site and surrounding area, (Appendix C) • Review of historical USGS Topographical Maps on File at UC Berkeley. (Appendix C) ^ Seardr for of historical Sanborn Fire Insruance Maps of the Site V tinily (none available) • Reseazdring on the Internet for relevant historical informatia~n of the Site and Ycanity ^ Review of historical records and publications at the Dublin Public Library (Available copies in Appendix C) ^ Review of title documents for the property, (peadinpJ ^ Review of State of California and U. S. Environmental. Protection Agency database lists of known hazardous waste sites as contracted for with Environmental Data resources. (Appendix D) Personal Interviews with tenants at the Site. ^ Review of building records and planning documents for the Site. • Review of the case file of the Harvey's Dry Cleaners at the Regia~nal Water Quality Control Boazd and discussions with the current case officer.(Documents in Appendix E) • Prepararion of this report of findings and recommendations 13 Sigmfica~ Assumptions ~ The purpose of this Phase I ESA is to provide appropriate inquiry into the previous ownership and use of the Site consstent with good commercial and customary business practice in an effort to identify environmental risk associated with the Site pursuant to ASTM 1527-00 Standazd Practice for Phase I Environmental Site Assessments. Rosewood Environmental Engineering assumes that the information provided by the Client and third pazties, the regulatory database provider, and regulatory agencies is true and reliable. 1.4 Limitations and Ezceptions Site-specific activities performed by Rosewood Envircnmental Engineering and information collected regarding these activities aze summarized in the following sections. This Phase I ESA was conducted in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing in the same locality trader similar conditions. The observations and conclusions presented in this report are professional opinions based on the scope of activities, work sdredule, and information obtained through the phase I ESA described herein. Opinions presented herein apply to site conditions existing at the time of our study and cannot necessarily be taken to apply to site conditions or changes that we are not aware of or have not had the opportunity to evaluate. It must be recognized that condttsians drawn from these data aze limited to the amount, type, distribution, and integrity of the i~ormation collected at the time of the investigation, the methods utilized to collect and evaluate the data, and that a full and complete determination of environmental risks cannot be made. Although Rosewood Envionmental Engineering has taken steps to obtain true copies of available information, we make no representation or warranty with respell to the accuracy or coarpleteness of this information. 1.5 Special Terms and Conditions The scope of work for this Phase I ESA did not include testing of electrical egtripmeat for the potential presence of polychlorinated biphenyls (PCBs); assessment or sampling for asbestos, Lead- based paint or natural hazazds suds as naturally occumng asbestos, radon gas, or methane gas; assessment of the potential presence of radia~nuclides; or assessment of nonchemical hazazds sudr as the potential for damage from earthquakes or floods, or thepresence of endangered species or wildlife habitats. This Phase I ESA also did not include an extensive assessment of the environmental compliance status of the Site or of the businesses operating at the Site, or a health-based risk assessment. 1.6 IIser Reliance This report is for the exclusive use of Bancor Properties, LLC. Use of this report by any other Party shall be at sudr party's sole risk. I_ 2.1 Location and Jurisdiction The subject property is situated in the soirthwest comer of the Alcosta Boulevard Etot >nterchange along Interstate IIighway 680. Alcosta Boulevard bounds the Site to the Nort!>_ San Ramon Road lies w the west. The sorrthbormd on tamp to I-680 forms the eastern boundary of the Site and the southern boundary of the Site is formed by Belling Street and an Alameda County Flood Control The Site contists of a strip-mall retail center with a furniture store (fomredy a Lucky's Market) as the anchor store and several restaurants and retail shops. The Site currently contains a laundry mat and commercial supply centers. The Site also includes a iaidy large parking lot with minimal Lmdsraprog A Shell Gas Statia~a and Car Wash oaarpy the northwest comer of the parlricig lot and are not included is this assessmesn. The Site Plan is presented in Figure 2. The Site is within the incorporated area of the City of Dublin and is therefore under the legal jurisdiction of the City of Dublin, Alameda County, and the State of Califonria. The geographic coordinates are 37°43'22.7° North Latitude and 121°5629.9° West Lamgitude. The Site is shown on The United States Geological Survey topogtaphiGal map, 7.5 mimrte aeries `Livermore" Quadrangle and is locatedm ALnneda County. United States Envircnmental Protection Agency (EPA) is respcotible for enforcement and implementatia~n of Federal laws and reguhrtioas pertaining to hazardous tnaterials. The Federal reguhttiaurs are codified primarily in Tz<le 40 of the Code of Federal Regrilations (40 CFR). The legislation is outlined in the Resource Conservation and Recovery Ad of 1976 (RCRA), the Superf'imd Amendments gad Reauthorization Act (SARA), and the Comprehensive Environmental Response, Comp®satioa, and Liability Ad of 1980 (CERCLA). The Federal Hazardous Waste Ad 4 regulates the transportation of hazardous materials. These laws and assoaated regulations include specific requirements for facilities that generate, use, store, treat and/or dispose of hazardous materials. The EPA provides oversight and supervision for some site investigation and remediation projects, evaluates remediation technologies and develops hazardous materials disposal restrictions and treatment standards. The California State Department of Toxic Substances Control (DISC authorized by EPA to enforce and implement hazardous materials laws and regulations. California regulations pertaining to Hazardous waste incorporate Federal regulations. The State hazardous materials regrilarions are contained in Title 26 of the California Code of Regulations (CCR). DISC acts as the lead agency for some soil and grormdwater cleamrp projects. DISC sets cleanup and action levels for subsurface contamination; these levels are equal to, or more restricxive than, Federal levels. DISC Has developed land disposal restrictions and treatment standards for Hazardous waste disposal in California. Bay Area Regional Water Quality Control Board (RWQCB) is authorized by the State Porter- Cologne Water Quality Arx of 1969 to implement standazds to protect the waters of the State. The RWQCB provides ovecsiglrt for sites where the quality of groundwater or surface waters is threatened E~mraction and disposal of contaminated groundwater due to investigation/remediarion activities or due to de-watering during construction requires a permit from the RWQCB if the water is proposed to be discHarged to, storm drains, surface water or land The Alameda County Flood Control District, Zane 7, Has responsibility for the control and conservation of flood and storm waters, and the protection of water sources, watersheds, life and property from damage by floodwater. Zane 7 oversees improvements to all of the Cit}~s streambeds and protects the natural Habitat local creelrs and rivers. Zane 7 is also responsible for maintaining flood oontrll improvements and c]rannels sudr as the one that forms the southern boundary of the Site. The California DepaRment of Transportation (Caltrans) along with the City Transportation Depart maintains Interstate 680, which forms the eastern boundary of the Site. 2.2 Site and ~ciaity Characteristics li The Site is roughly trapezoidal in shape parcel as depided in Figure 2. The terrain is relatively flat and level sloping gently toward the east. The flood control channel south of the Site flows east. FIGURE 2 ' SitePJan __ 1~ hLCD9Th DOUL Y`~At`~ 1. ~- i F~ioa'a ~'o '- d. ~ ~ ~ _ _ ~o ~ A ~ 6'0 i r ~,. z C - ~ ~$ ~ " ~~ a \`S 1 ~~ \ I /~ Qa`~/ ~ ,, 6 2.3 Site Improvements Site improvemeots include asingle-story building, appar®tly built in three stages Judging by the three different raoflines, associated parking and minimal landscaping 2.4 CmTeat Site Usage The following list of tenants indicates the current Site usage. Address 8911 8913 8917 8919 8921 8925 8927 8935 8939 8940 8941 8945 8947 8951 PFame American Furniture Store American Construction Services United Roofing & More San Ramon Donuts A-Z Laws Mowers Lumpia House Ducky Wash & Dry Fast Goldsmith Little Home Thai Cuisine Cards & Comics Trader Ts The Liquors Good Nails Carpet Outlet ~ Mountain Mikes Pizza I 2.5 Site Geology f The Site is located neaz the ceiter of the Coast Range geamorplric province, a northwesterly trending l complex of sub•parallel ridges and valleys which extends several hundred miles to the north and south. The Amador-Livermore Valley, an exception to this trend, forms an east-west structural basin defined by brandies of the San Andreas Fault system. The Dublin Site occipies a smooth land surface at the eastern of Coast Range hills. L 7 The Valley is underlain by late Tertiary and Quaternary rocks that lie on basement rocks of the Franciscan assemblage, which consist of severely deformed sandstone, shale, and chert.ln the Dublin area, this umt is mainly sandstone. The Amador-Livermore Valley topographic and stnrciural basin was formed in Pliocene time by movements along fauns to the east and weft. The basin is filled with 1,219 m (4,000 ft) of Pliocene to Holocene alluvial gravels, sands, and lacustrine clays of the Livermore Formation. Late Quaternary alluvial deposits immediatelyunderlie the Site. The historically active, northwest-trending Calavems fault zone, the easternmost branch of the San Andreas fault system in the San Frandsco Bay area, traverses the western Margin of Amador- Livermore Valley. The Concord-Green Valley faun and parallel trending Greenville fault zone define the eastern boundary of Livermore Valley.ln addition, two other capable ~'auhs, the Las Positas and Verona faults, as well as several inactive faults, cut the southern part of Livermore Valley. The Livermore Site lies in an area of historically inactive faulting, 6 miles no~h of the Las Positas faun zone and less than 5 miles west of the Greenville fault zone. Based on observations from the push probe soil sampling program perfor~ed at the Site by SCS Engineers, the Site is underlain by two feet of gray-Been clayey silt, followed by seven or so feet of dark gray clay and then medium brown silt~r clay at the 10-feet depth. 2.6 Site Hydrogeology According to the California Water Service, which disttibutes water to the City of Livermore, there are several perennial aquifers in the area. The Zone 7 Water District, which supplies the California .~ Water Service, maintains several municipal wells in the Amadon,L,ivermore area that draw goundwater from several aquifers from 110 to 550 feet below Bound sutf'ace. As noted, the deeper aquifers, from 110 - 550 feet below Bound surface, ark used for domestic water supply by the City of Dublin, using a municpal pipeline and storage tank system. Based on results from the most recent anmral ware quality testing progam, the California }Niter Service affums that there are no regional impairments to the water supply. 11 SCS Engineers reported that they did not encounter first groundwater d~ting their push probe soil sampling Program down to the 20 feet depth. 2.7 Site Hydrology The nearest stuface water to the Site is Big Canyon Creek bordering the Site to the sav1h. Mr. Jeff Tang, Flood Control Engineer for Zone-7 provided the following information in a telephone conversation and afollow-up letter and plan sheets (Appendix A): The CreeiE was-redaeded in the 1960's and is concrete-lined, servingas a flood contrel=et~teI: Big Canyon Creek drains from the feet#iills of San Ramon into a railvett that tiesthe natural'creek to the Coaeretetwed~h~el: Thecbannel liegitrsat San Ramon Road and runs next to BelliaaStreet, where it then takes a tum soath.~x*~p~~along Interstate 680, extendiaginto'downtown Dublin and evenioa}Ly. dr~ng imo the Alamo Canal in Pteasa~ The concrete-lined section is sixfeetdeep_andcapable of containing the -100~+eardesiga flow of 510 cfs. The Site drains by drop inlets in the parking lot and sheet action Drop inlets draining to stonnwater drains aze located in the paved parking. areas 2.8 Site Wells there do not appeaz to be any water wells at the Site. !.. 9 ~- 3.0 SITE AND VICINITY ffiSTORY 3.1 Historical Reference Sources History of the Site was derived from the following documents, copies of which aze cp~ained in Appendix C, where available: Historical Maos 1878 Historical Atlas of Alameda County, Published by Thompson & West of Oakland, Ca (Map Number 7) USGS Dublin Quadrangle 7.5 mimrte topographical map dated 1968 USGS Dublin Quadrangle 7.5 mimrte topographical map dated 1973 USGS Dublin Quadrangle 7.5 minute topographcal map dated 1980 Historical Aerial Photoeraohs Date Fl~rer Scale 1939 Fairdrild 1:555 1946 Jadt Ammann 1:655 1959 Cartwright 1:833 1965 Caravrigbt 1:666 1982 Western State Aerial 1:690 1994 USCIS 1:666 ~ 2002 MapQuest 1:666 Photo Base Map from a recent aerial photo provided by. Carlsoq Bart>en & Gibson,.)$c. of San - Ramon, California Historical Pnb&cations The Amador-Livermore Valley Pictorial History by Bob and Pat Lane, published by the Domming Company Publications, Norfolk, VA 1988 History of Livermore Valley published in a series by the Tri-Valley Herald, Mazda 1974 ~_ Dublin Reflections, a Bit of Valley History by Virginia Smith Bennet, 1978 (Excerpt of Dublin Historical Time line contained in Appendix E) 1 10 Chain of Title Review First American Title Insurance Company has been requested toprepare afifty-Year gain of title report for the Site. This report was not received at report preparation time. When it is received, it will be reviewed for relevant information. Should the data provided alter the Endings or conclusions of this report relevant to recogaized environmental conditions, a supplemental letter report will be Prepared and sent to the client. 3.1 Regional History The Costoaoan (Ohlone) Indians were the primary Native American group known to have used Alameda County. The Costanoan were hunters and gatherers who relied an a variety of resources including deer, elk, antelope, fish, birds, nuts, and fivits. Individual tribes usually had a pemranent village and occupied smaller campsites on a seasonal basis. The Costanoan in the Amador-Livermore Valley were dedmated after European contact due to disease and acculturation.ln 1878, the census indicated that only 110 natives were still in the area. By 1915, any remaining native Indians were moved to Sonora. The first non-native explorers of Amador Valley were Lt. Pedro Fages and Fr. Juan Crespi with 16 soldiers and muleteers in April of 1772. They rode along what is now San Ramon Road, probably very close to the subject Site. ~ In 1826, Jose Marie Amador, a former Mexican soldier and former Major Domo of Mission San Jose received a Spanish land grant of four square leagues (16,517 acres) in Amador Valley and became the ~'._' first resident o£the area. His main two story adobe house was build at the comer of Dublin Road and San Ramon Road, approximately 1'h miles south of the Site. He reportedly lived to be over 100 years old The location of the adobe house was at the crossroads of the Bay/Area to Stocldon trail and the Martinez to San Jose rorrte and remains so to this day. Mcbael Murray and Jeremiah Fallon came to Dublin in 1852 gave up mining for gold and settled a permanent homesite on 1,000 acres of the Amador land grant. They had been part of the ill-fated 11 Donner Party, but had fortunately left the party at Fort Bridger before disaster struck Michael Murray was the first Supervisor of the Murray Township, which included Dublin. James Witt Dougherty and William Gastrin bought 10,000 acres the next year and more settlers followed Through additional purdrases, James Doughtery eventually owned 17,000 ages, including where the subject Site is located In 1850, the Dougherty Station was built and remained a major landmark in Dublin for 75 years. The first school was built in 1856, and the first dturdt in 1859. A general store and hotel followed and in 1860 a stagecoach station was established A large earthquake struck in 1863 along the Calavaras Fault, which treads rlnder the original Amador Adobe, less than two miles south of the Site. 1n 1876, the agricultural statistics indicated that many crops were grown in the area including, wheat, barley, com, beans, sugar beets, grapevines, breweries and livestoclS )n 1880, efforts were rmdertaken to drain the Valley swamplands lying soot!} of what is now Interstate 580. This area continued to flood periodically. A major flood was recorded in 1955. In 1910, the Western Pacific Railroad bypassed Dublin, cutting a~ff what was a promising beginning. The Dublin Postmark was discontinued as mail was routed by rail through Pleasanton. In 1930, the Lincoln I&ghway 50 was built through Dublin. Dublin flourished in the 1930's with 5 service stations and 4 restaurarrts. 1n the 1940's and during the W WII, the economy to the town slumped, growth reversed as people moved away. The Lincoln Highway 50 became Interstate 580 in 1965. In 1967, Interstate 680 and the original 680/580 hrterobange were completed This was the impetus of major ePmmercial and residential development in Dublin. 1n 1975, I-580 was widened fiuYher. During World Waz II, the Waz Department built Camp Shoemaker on thg east side of Dublin and Camp Parks for the Navy Seabees training base. After the Waz, the Nary Brig at Camp Parks was converted and rebuilt as the Santa Rita Rehabilitation Center in 1947, whi~was renovated and 12 f rebuilt in 1989. In 1951, Camp Parks became the Parks Air Force Base and in 1980 it became Parks Reserve Forces Training Area. In 1960, Volk-McLain b~rilt San Ramon Village east a~f the Site oa land that had been part of the holdings of James Witt Dougherty. Development continued rapidly and in 1982, Dublin voted for incorporation. 3.2 Site History Site-specific infonvatia~n indicates that the Site was hay or grain crops through the 1950's to about 1964 when the Alcosta Blvd exit ramp was built for I-680 that was under construction at the time. In the 1965 aerial photograph, I-680 was under won and massive develapme~ is in place south of the Site and east of the freeway. The 1968 Topographical map does not show development at the Site, but it does appeaz on the USGS maps of 1973. The 1982 aerial indicated that the Site is developed and fuRher Lmd has been subdivided across San Ramon Boulevard for future housing. Documents reviewed at the Dublin building department indicate that the Site was developed in 1971 and 1972. The Site was developed as a strip mall commercial center with a Lucky Market gocery store as the anchor store. Other tenants included Harvey's cleaners, several restaurants, a Lrundry mat, a liquor store and other retail shops. A shell gas station and car wash is located on the northwest comer of the parking lot and is not included within the Site boundaries. 13 4.0 REGULATORY REVICW 4.1 Database Renew Rosewood Environmental Engineering contracted with EDR, Environmental Data Resources of Southport, Connecticut to condnct a search of state and federal regulatory databases to identify recorded concerns for the Site and suaomiding properties. The databases were searched to the appro~dmate minimum search distances as specified in ASTM Standazd Practice E 1527-00, "Phase I Environm®tal Site Assessment Process." IDR's Database Report lots are summazized in Table 1 below: TABLE 1 Database Search Results ~*9~°-~~ Search Ka~as- - S- - ~U~r/8 m,ies_ 1/-8=~_Ys ` m ~Sa 'lam ~m~Q-= _'.~1 mile. NPL 1 mile No 0' 0 0 0 Proposed NPL 1 mile No 0 0 0 0 Delisted NPL 1 mile No ~ tY 0 0 0 CICRCLIS 0.5 mile No 0 0 0 - AWP l mile No- •~4 0- 0 0 Cai~Sites 1 mile No 0 0 0 0 Notify 65 1 mile No 0 0 0 0 CHNII1iS 1- mile - No- 0- Q 0 0 CA FID -0:25 No 0 0 - - Cortese l mile- Na Q 1- 5 - ILAATS -Site No _ _ _ _ - Toric Pits 1 mile No 0 0 0 0 14 - - -n~> -- SearclrRadms- stt~ o _ I18 - micas r~s=~ _ -mile _~~ -miles `%Lm - -= - -. w~DS~ SWAT o.5-mile No 0 0 0 BCBA TSD 0.5 mile No 0 0 0 - coRlrAers - anode- Na - a e- 0 0 HMII2S Site No - - - - PADS Site Na- - - - - ERNS Site No - - - - - - ETTS Site No - - - - sr~L~ o-fm~ No-- - a o- o - LIIST 0.5 mile -Yes 0 2 1 - Registered- USTs- Q2Smile- Na. L 1- - - Registered ASTs Site No - - - - lIIINH.S Site Ne~ - - - - TRIS Site No ~ - - - TSCA -Site No - - - - ID>~'PS' Site- No-' - - - - - NPL Liens Site - No - - - - CA Bend Ezp. piav-: i-toile _ No- 4 4 - 0 0 ROD ' i mile No 0 -0 0 0 CONSEPIT-' l.mile- No- 0 0. 0 0 Mines O.ZS:mile -No 0- :0 - - - 15 BP OH Comnanv - 8998 Alcosta Boulevard This case is located approximately Yz mile east-northeast of the Site. A release of waste oil occurre3 in 1988. The goundwater table was affected, a remedial plan was submitted in 1991 and the Site was closed with no further clean-up action req~rired in 1998. 4Z Harveys Dry Cleaners Harvey's Dry Cleaners was located at 8917 San Ramon Road within the San Ramon Village Plaza. This Site was identified on the EDR database search as being on the SLIC list of Hazardous Waste Release Cases. Rosewood Enviommental Engineering performed the following tasks in investigation the current status of the Site: • Reviewed the case file, including a conditional `~io Further-Action" letter provided by the RWQCB • Reviewed the EDR databaseinformation • Contacted Ms. Betty Graham, the Bay Area Regional Water Quality Control Board Case Officer who is now assigned to the case, • Reviewed documents provided by SCS Engineers (Appendix H) • Spoke with Mr. TomDong, the SCS PmjectEngineer who Performed the investigation at the Site. The following is a summary of the information reviewed and an evaluation of the "No Further Action" letter provided by the RWQCB in 1999. In 1998, SCS Engineers conducted a soil sampling and analysis program to investigate the subsurface beneath and adjacent to the former dry cleaners. The resuhs of sampling indicated that volatile organic compounds related to dry cleaning operations were detected in soil samples at a two feet depth in samples collected beneath the floor slab of the dry cleaners. With the exception of Vinyl Chloride, the concentrations were below the Commercial/Industrial Preliminary Remediation Goals (PRGs) established by EPA Region Df as action level guidance at that time. Vmyl Chloride concentrations exceeded the CommerciaUlndustrial PRGs. 17 Based on the resuhs of this investigation, the Bay Area Regional Water Quality Control Board (RWQCB) issued a conditional "No Further Action" letter. The conditions requtre that the floor of the cleaners be sealed to prevent off-gassing of the vinyl chloride into the building and that the floor seal condition be inspected annually. This action permitted the dry cleaner space to remain in operation as a commerciaUoffice space without cleaning up the soil beneath the Site. This work was reportedly performed and documents in the file indicate that when the vinyl floor file was removed for sealing the floor, it was disposed as asbestos-containing material. The table below indicates the chemical analysis resuhs, the current Commercial/Industrial PRGs and the current Residential PRGs for the compounds detected at the Site. TABLE 2 Summary of Chemical Analysis Results At the Former HarveysEay Cleaner Site COMPOUND CONCENTRATION RESIDENTIAL COMMERCIAL AT SITE PRGs PRGs cis 1,2 DCE 2.455 43:0-- 150:(1 TCE 3.843 2.8 6.1 PCE 4.464 5.7 19.0 Vinyl chloride 0.251 0.15 0.83 On April 16, 2002, Ms. Betty Graham, the current Case Officer at the RWQCB was contacted regarding the conditions placed on the "No Further .fiction" letter and the implications if the land use of the Site were changed to residential. She stated that if the ]and use changed to residential, affected soil exceeding the Residential PRGs would have to be excavated and removed from the Site as hazardous waste. Once cleaned up, a heahh-based risk assessment would be required to demonstrate that soil gas emanating from the Site would not pose a heahh threat to future residents at the Site. 18 5.0 SITE RECONNAISSANCE On February 11 and Mardi 13, 2002, Ms. Cheryl Bly Chester of Rosewood Environmental Engineering conducxed a Site reconnai~~~and- interviewed tenants atthe: Site During the reconnaissance, Rosewood Environmental Engineering observed the exterior and interior of the building, including vacant areas and closets. The roof of the building was not inspected. The rear of the building had a loading dock a truck loading area for finniturtj truck, waste receptades for the businesses and some pad-mounted transformers. 5.1 Site Operations The following list of teoants indicates the current Site usage. Address 8911 8914 8917 8919 8921 8925 8927 8936 8942 8943 8944 8946 Name American Fumitrrre Store Amerman Constnrcrion Services United Roofing & More ~ San Ramon Donuts A-Z Lawn Mowers Lumpia House Ducky Wash & Dry Fast Goldsmith Little Home Thai Cuisine Cards & Comics Trader Ts The Liquors Good Nails 8947 Carpet O~rtlet 8951 Mountain Mrkes Pizza 19 8911 American Furniture Store Itrterviewed: Nelson Trong Approximate Area: 29,000 The space was formerly a Lucky's store, which reportedly closed in about 1996. The walls are of brick construction. The space was carpeted with a small area of vinyl floor file exposed at the entrance. It is apparent that the floor was once covered with vinyl floor tile, and it may still be under the existing carpet. However, evidence of floor the removal was observed in the rear storage area of the space, and it seems unlikely that this file would be removed and not the entire floor area. The space did have florescent lamps. The ceiling was reportedly repaired in 1996. 8913 American Constriction Services Interviewed: Barbara Falby Approximate Area: 1,295 sq. ft This space is to be a. show room for kitchen and bathroom remodeling supplies. The space had been occupied since December 2001 and was awaiting clearance for completing the build-out from the building department. The space was reportedly a tanning salon prioF to the current tenant. This space had a drop ceiling and florescent lamps. There was evidence that floor file had been removed and none remained The bare concrete was exposed with evidence of a sealer coat ~ it. 8917 United Roofine & More This space appeared vacant with some booths inside. The neighboring teoaQt reported that they were just moving in. The space appears about the same as next door, which would be 1,295 sq. ft. The concrete slab was visible with no floor covering. This space had drop ceiling with florescent lamps. 8921 Dicky Wash and Dry This space appeared to be about 1,300 sq. ft. 8contained acoin-operated laundry mat with several ( vintage washing machines. The flooring is orange vinyl floor tile, which appears to be of an age that would contain asbestos. An estimated 800 square feet of file was oa the floor between the vintage 20 washing machines and dryers. There was one sink, several washers and dryers, a ~8e mar~tine and a locked area that was not accessed There were two floor drains visible. The space had a drop ceiling with florescent lamps. 5923 Lmmria Horse Interviewed Approximate Area: Giselle Villaruz 2,600 sq. ft. This space has been the Lumpier House Restaur~t since September 1999 and was the Gnat Wall Chinese Restaurant prior to that time- The dimes-reem~s tiiedw~t+epertod new vinyl floor the that was placed in 1999. The Lumpier - House had a grease collection bin in the rear of the building that is reportedly hauled away r~~Y by the Salinas Tallow Company (800) 621-9000. 8927 A-Z Lawn Mowers. Interviewed: Mr. Tuan. Approximate Area: reportedty- 1,850 sq. ft. Mr. Tuan sells lawn-mowers and lawn care egtripment and parts. No harardous materials were observed a~n the floor of the store, but the storage area was not inspected The space had an exposed concrete floor and a drop ca7ing with hanging lights. Mr. Tuan reported that he had'beea is the space fns about three years. 8929 San Ramon Domits Interviewed Approximate Area Mr. Trap Chung 1,050 sq. ft. 21 This space has reportedly been a donut and coffee shop for four years. The floor file was white vinyl floor file that was reportedly replaced two years earlier. The ceiling was a drop ceiling. 8935 Fast Goldsmith Interviewed: Mr. Mmh Huynh Approximate Area: 1,100 sq. ft. This shop had a very small build out space that was not viewed. In general the shop was carpeted with a small entry area (approximately 30 square feet) of vinyl floor tile. The space has a drop ~~8• 8937 Little Home Thai Caisiee - Interviewed: Approximate Area Ohm Meenakanit 1,100 sq. ft. This restaurant has reportedly been in this space for seven years. h: is carpeted with a small entry area (approximately 30 square feet) of vinyl floor tile. The space has a drop ceiling. 8939 Cards & Comics Trader J's Interviewed: Bert IIlingson Approximate Area 1,100 square feet Mr. IIlingson guessed that his boss, Mr. Tim Jang had been in the space fQr about ten years. his cupeted with a small entry area (approximately 30 square feel) of vinyl floor tile. The space has a drop ceiling. 8941 The Liaaors Interviewed Approximate Area: Mr. Kamaljit Singh 2,600 sq. ft. This space has reportedly been a liquor store for about thirty years, with the cuaent tenant in the 22 space for the past seven years. The flooring is primarily wlrite vinyl floor file with gay flecks, However, a brick linoleum flooring covets a portion of the space. The store uses Freon refrigeration systems for its coolers 8945 Good Nar7s hrterviewed: Manager Approximate Area 1;050 sq. ft. This space bad a strong chemical odor, presrmrably the nail enamel and acetone polish remover. This tenant bas been in the space for seven years. 8947 Carnet Outlet Interviewed Sandy Avella Approximate Area: 2,000 sq. ft. Flooring, Ceiling,:and lights were:aiiaew:wlrea~gmavedin-abot23'/z yeasago. Tbis-space was reportedly an electrical supply s[or$grior to:on. 8951 Mormtain Mikes Pizza Interviewed: Theresa and Carlos Ritinko. Approximate Area: 4,000 sq. ft:. This space was reportedly a Bronco Billy's Pizza Restaurant prior to the current tenants. The Mountain Mrke's Pizza Restaurant bas been in the space since 1997: The wrrent tenants replaced the flooring (linoleum), the build out walls, and the ceiling and light SMures. The kitchen area has th9 original ceramic tile. 5.2 Hazardons/Regnlated Substances and Wastes, and Petroleum Products IIsed or Stored at the Site There were no reportable quantities of reguhrted substances at the Site. Cleaning products were observed in several of the spaces. Good Nails had small bottles of acetone and nail enamel. 23 5.3 Labeled Containers and Drams There were no dnrms or containers of reportable quantities of hazardous substances noted during the Site reconnaissance. 5.4 Disposal Locations of Regtdated/Hazardons Wastes No reportable quantities of regulated hazardous waste were noted doting either of the Site visits. Solid waste is hauled from the Site by Waste Management Cotp. 3.5 Evidence of Release These appeared to be surficial stains on the asphalt in the parking lot and in the rear of the building neaz the loading dock azea. 3.6 Polychlorinated Bipbenyls (PCBs) There are no higFr power electrical transmission lines located on or adjacent to the subject property. There was one pad-mounted transformer (T-510) at the rear of the Site. There was no evidence of staining on or arrnmd the transformer concrete pad. Several of the spaces use florescent lighting systems. Older florescent l~ ballasts often contain PCB's. Several of the tenants reported that they have replacea'the lighting system in their spaces. ~" No other suspect PCB-camtaining equipment was observe3 at the Site. 3.7 Asbestos-Containing Materials (AGMs) No sampling for asbestos was conducted during this Phase I ESA. Howevfr, one space, the Ducky Wash & Dry, contained vinyl floor file that was highly likely to contain asbestos. ]t is estimated that this constitutes approximately 800 square feet of vinyl floor tile. The other spaces reported replacing the flooring in their spaces or the haze concrete floor was visible. Three of the spaces had ceiries with less than 40 square feet of vinyl floor tiles, each of different color. Even if t}rese floor tiles or mastics 24 do contain asbestos, they do not meet the 100 square feet of building material criteria for disposal ~~ The roof was not inspected However, from aerial photography, it appears that the building has three different roof sections. These roof sections would need to be sampled to determine if they contain asbestos. If the current owners ran provide doarmemation that the roa~f has been replaced since 1981, this concern can be set aside. 5.8 Radon Rados testing was not conducted as the Site is not located in an azea of radon concern (Zone 2). According to the EDR GeoCheck Report, Alameda County in which the Site is located is a Radon Zone Leve12 where 100 percent of buildings tested bad conceoiradons of radon less than the U.S. Environmental Protection Agency's recommended action level of 4 pico Cluies per liter of air. The average radon activity level for first floor testing sites was 0.776 pCi/L. 5.9 Lead-Based Paint No suspected lead-based paint was observed at the Site. All of the spaces had been remodeled or repainted since 1990. 5.10 Lead in Drinlung Water According to the Anmral Drinking Water Quality Report for 2001, lead was not detected at concentrations above the U.S. Environmental Protection Agency's action level of 15 micrograms per liter. Since the Site is connected to the municipal water system, testing of the Site's drinking water for lead was not conducted 5.11 LandSlls No evidence was encountered in the course of this assessment indicating that the Site bas ever been utilized as a landfill. No cuaent permitted landfills or unlicensed landfills were identified in the vicinity of the Site. 25 5.12 Pits, Ponds, Lagoons, Dumps, DrywelLs, and Catchbasins Rosewood Enviramnemal Engineering did not observe pits, Ponds, lagoons, sumps, drywalls or pools of liquid on the Site. Drop inlets are located in the asphalt and concrete pavement areas at the Site. These areas did not exhibit standing water, nor did there appear to benear-by staining. 5.13 OnSite Aboveground and IInderground Storage Tanks No evidence of existing fuel storage tanks was observed at the Site. 5.14 Radiological Hazards No radiological hazards are located on the Site. 5.15 Additional Hazard Observations A gas well was drilledapproximately'/z mile west of the Site in 1927. The well was dry and plugged and abandoned is the Same yeaz. 5.16 Sarroundiug Land IIse. A Shell gas station and car wash is located in the northwest comer of the pazking lot of the San Ramon Village Plaza. lhis appeared to be a relatively clean operation. No evidence of staining or, releases was noted at the time of the Site visit. Due south of the Site is the Flood comtrol channel and beyond that aze residential neighborhoods. West across San Ramon Road, is a steep hillside with houses an the other side of the slope. An on ramp to Interstate 680 lies to the east of the Site, and shopping centers are located to the north and northwest across Alcosta Boulevard from the Site. 26 6.0 CONCLUSIONS Rosewood Eaviommental Engineering has completed a Phase I Enviromnental Site Assessment (ESA) of the San Ramos Village Plaza located at the southeast comer of the intersection of Alcosta Boulevard and San Ramon Road in the City of Dublin, California 6.1 Onsite Concerns This section discusses the Recognized Environmental Concerns identified onsite. 6.1.1 Former Dry Cleaners Harvey's Dry Cleaners was located at 8917 San Ramon Road within the San Ramon Village Plaza. This Site was identified on the EDR database search as being on the SLIC list of Hazardous Waste Release Cases. In 1998, SCS Engineers conducted a soul sampling and analysis program to investigate the subsurface beneath and adjacent to the former dry cleaners. The results of sampling indicated that volatile organic compounds related to dry cleaning operations were detected in soil samples at a two feet depth in samples collected beneath the floor slab of the dry cleaners. With the exception of Vinyl Chloride, the concentrations were below the CommerciaUlndustrial ~iim+nary Remediation Goals (PRGs) established by EPA Region IX as action level guidance at that time. Vinyl Chloride concartrations exceeded the CommerciaUlndustrial PRGs. Based a~n the results of this investigation, the Bay Area Regional Water Quality Control Board (RWQCB) issued a conditional "No Further Acton° letter. The conditions req~rire that the floor of the cleaners be sealed to prevent off-gassing of the vinyl chloride into the building and that the floor seal condition be inspected affiually. This action permitted the dry cleaner space to remain in operation as acommercial/office space without cleaning up the soil beneath the Site. On April 16, 2l)02, Ms. Betty Graham, the crrrreat Case Officer at the RWQCB was contacted regarding the conditions placed on the "No Further Actiaul" letter and the implications if the land use of the Site were changed to residential. She stated that if the land use changed to residential, affected soil exceeding the Residential PRGs would have to be excavated and removed from the Site as 27 hazardous waste. Once leaned up, ahealth-based risk assessment would be regirired to demonstrate that soil gas emanating from the Site would not pose a heahh threat to future residents at the Site. Based on the information provided, the likelihood that the concentrations detected in the soil samples posed a sigoifitxnt concern is low. However, it is impossible to know prior to demolition of the buildigg, if diffiwlties will be encountered related to the release at the former dry cleaners. Therefore, Rosewood Environmemal recommends obtaining an indemnifitxtion against potential 5naaaal liability should cleanup be requred. At a minimum, a Health Risk Assessment. demonstrating no stignifiuxnt risk to future residents and wor3ceus at the Site will be required prior to beginning construara~n. 6.1Z Drop Inlets and Parlring Lots Drop Inlets are located in the asphalt and concr~e pavement areas at the Site. There was no evidence that releases have occurred at these locations, burt there was some staining in the paddng lots and the rear of the buildings. These appeared to only be on the surface and are unlikely to have penetrated deep into the subsurface. h: is possible that during demolition or grading operations during development, packets of su>face staining from petroleum hydrocarbons may be uncovered ff stained soil is encountered during developme~ operations, the soil should be sampled for petroleum hydrocazbams, BTEX, and metals. Generally, if the concentrations of these constituents do not excced regulatory action guidelines, the soil can be placed in road base at the Site during development 6.13 Polychlotiutated Biphenyls (PCBs) Several of the spaces use florescent lighting systems. Older florescent lamp ballasts often contain PCB's. These lamp ballasts will have to be sampled for PCBs prior to building demolition to determine the proper disposal method of the lamp ballasts. 6.1.4 Asbestos Containing Brnlding Material No sampling for asbestos was conducted during this Phase I ESA However, one space, the Ducky Wash & Dry, contained vinyl floor file that was highly likely to camtain asbestos. )t is estimated that 28 this constitutes approximately 800 square feel of vinyl floor tile. The other spaces reported replacing the flooring in their spaces or the bare concrete floor was visible. Three of the spaces had cetries with less than 40 square feet of vinyl floor tiles, each of different color. Even if these floor tiles or mastics do cantata asbestos, they do not meet the 100 square feet of bulling material criteria for disposal ~~ The roof was not inspected However, from aerial photography, it appears that the building has three different roof sections. These roof sections would need to be sampled prior to demolition to determine if they contain asbestos. If the current owners can provide documentation that the roof has been replaced since 1981, this concern can be set aside without sampling. 6.2 Off Site Concerns This section discusses the Recognized Environmental Concerns identified onsite. Alcosta SLell - 8999 San Ramon Road This case is located in the northwest comer of the parking lot adjaceflt w the Site. The Shell Gas Station and car wash are listed as having 4 registered undergotmd fuel storage tanks and one closed historical underground diesel tank The current tanks were registered in 1993. The historical tank was installed in 1983. There were no reports of leaks or releases from these tanks in the database review. The case does not appear an the leaking tnderground storage tank list. Chevron Station#93831- 21320 San Ramon Va[lev Road This case is lopted approximately'h mile north-northwest of the Site. The gas station experienced a release from a leaking tank in 1987. The tank was removed at the time. Groundwater was reportedly affected. The case is urpgradient from the Site and the plume may be migrating toward the Site, however, groundwater is reportedly deeper than 20 feet at the Site and should not be encountered drrring grading ar. construction operations. Therefore, even if this case has impacted grrnmdwater at the Site, iL will not affect constnrction at the Site or the health risk for proposed residential use and the environmental liability would be an the owner of the source of contamination. 1_ 29 Laborers Traim~ Center - 21321 Saa Ramon Valley Road This case is located approximately'/. mile north-northwest a~f the Site. A release of diesel fuel accused in 1987. At the time, the tank was removed and soil was over-excavated sad treated at the Site. The case was closed in 1995. The case is upgradient from the Site and the plume may be migrating toward the Site, however, groundwater is reportedly deeper than 20 feet at the Site and should not be encountered dutmg grading or construction operations. Therefore, even if this case has impaled groundwater at the Site, it will not affect construction at the Site or the health risk for Proposed residential use and the environmental liability would be an the owner of the source of camamination. BP Oct Comnanv - 8998 Alcosta Boulevard This rase is located approximately'h mile east-northeast of the Site. A trlease of waste oil occurred in 1988. The gromdwater table was affected, a remedial plan was submitted in 1991 and the Site was closed with no further clean-up acrion required in 1998. The case is upgradient from the Site and the plume may be migrating toward the Site, however, grrnmdwater is reportedly deeper than 20 feet at the Site and should not be encountered during grading or construction operations. Therefore, even if this case has impaled groundwater at the Site, it will not affect construction at the Site or the health risk for proposed residential use and the environmental liability would be an the owner of the source of contamination. 30 The EDR-Aerial Photography Print Service San Ramon Center Hwy 680/Alcosta Blvd/San Ramon Dublin, CA 94568 March 7, 2002 R ;Environmental :Data ;Resources, Inc an~edr-campany The Source For~Environmental Risk Management Data 3530 Post Road Southport, Connecticut 06490 Nationwide Customer Service Inquiry Number: 741735-7 Telephone: 1-800-352-0050 Fax: 1-800-231-6802 Environmental Data Resources, Inc. Aerial Photography Print Service Environmenail Dara Resou[ca, lat.'s (FDR) Aerial Phomgraphy Ptin[ Srnice it a screening tool designed to assist professionals in evaluating potential liability on a target property resulting firm past acdvides. AST[ E 1127-00, Sector 73 on Historical Use [nfonnation, idenrifies the prior use requirements for a Phase I environmental sits assessment. The AST~+[ standard requites areview ofr-ensonably nscertctinable stanclnrct histaicalsoraoes. Reasonably ascertainable arenas infamadon that is publicly rnailc[b/e, obtainable from a sortrce with renrarable time and trot caannints, ancf practically reviewable. To meet the prior use requimments of AS•iti[ E t i27-00, Sec[ion 7.31, the following standard histo+•ica! soru•ces may be used: aerial photographs, fire insurance maps, property sax files, land dde records (although these cannot be the sole historical source consulted), [opographic maps, city direcrories, building deparanent records, or zoning/land use records. AST[ E IS?7-00 requites "Al! obvio[s teses of the prope+ryshall be identified from the present, back to the propetry's o(niotcr fustde<eloped t[se, or bnckto l9d0, whichever is earlier This taskregrri+rs re~.ie~whgon/y as mcmv of lhestandcuzl hisraical sources nt are necessary, arc! that are reasonably ascettainnble and likely to be resefitl. "(t~S-tti(E Ib27-00, Section 7.31, page l 1. Aerial Photographs Aerial pho[oerapfu are a valuable historical resource for documenting past land use and can be particularly helpful when other historical sources (such as city directories or fire insurance maps) are not reasonably ascertainable. The EDR Aerial Photograph Print Service includes a search of aerial photograph collections flown by public and private agencies for the state of California. EDR's professional field-based researchers provide digi[ally reproduced historical aerial photographs at approximately ttn year in[ervals. Please call EDR Yationwide Customer Service a[ 1-800-3i2-000 (3a.m-3pm EST) wi[h questions or comments abou[ your report. Thank you jar your business! Disclaimer Copyright and Trademark iYotice This report contains information obtained~•om a variety ojpub/ic and other sources. NO GVARR,4rVTY EXPRESSED OR f+t-!PLIED. fS d'f.lDE GVHATSOEVER fN CONNECTION 4V(TH THIS REPORT. ENVlRON+bfENL~L DAT.~ RESOURCES, GVC. SPECIFICALLY DISCLAIMS TKE MAKING OF ANY SUCH 4[!-IRR,LVTIES. (NCLUDGVG N(THOUT LGNITATfOrV, WARR,lM7ES AS TO NON-NFRNGE+bIENT OF TKfRO PARTYRlGHTS, ACCURACY, V.aLlDlTY. CO~L(PLETENESS, SUITABILITY, CONDlTfON, OUALlTY, r~(ERCfIANTABlL(TY, OR FITNESS FOR .4 PARTICULAR USE OR PURPOSE OF THIS REPORT OR THE fNFOR+~lATfON CONTAINED OR REFERENCED THEREGV~OR USED fN CONNECTION 4VlTfI TKE _PREP.~RATfONTXEREOF. ALL RISK fSASSUMED BYTXE USER. tVo liability to anyone is nsstrmed, whethe+- . arising a«t aje,•rars a' omissions, negligence, occident or any other cruse, jo+• any loss or damage, including, . without limitation, special, incidents( conseguentiri[, or eremp(nrv damages. ~~ Entire contents copyright 2000 by Environ+nenral Dam Resources. Lrc. All rights reserved. Reproduction in any media a•jornrat. in whole or in parr, ojany report a-mnp ojEnvironmenral Data Resources, Grc.. or its affiliates, is pro/ribited widro«[ prior ~a•itten permission. EDR and the edr logos are trndemm-ks ojEnvironmentn[ Dnta Resources. G~c. or its ajfiliates. All other undemarls used herein are the property of their respective owners. Use ojsuch u•ademnrla does not constiaae nn endasemem 6v Environnrentnl Dnta Resoiures, fnc., m• its ajfiliates, ojthe organi:a«ons claiming ownership thereojo.•.the injor+nation ohtnined from such organisations and contained herein. i~ n~~ LS ~'~ ?. n o•. ~ G a i ~~,~ » Jf °. v ~! w~JO .. 4~m~ ?.fin .. ;4 ...~ ~. _Z 0 U ~7,~~~~ ~.. I~Q:~ v, ~~~~~ ~~~~nn~°;o o ~~ ~~2'~9~~ ~L ~~ o ° 0 a a a. r~ ALAMEDA COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT 5997 PARKSIDE DRIVE ~ PLEASANTDN, CALIFORNIA 94598-5127 I PHONE (925) 484-2600 vnx (925) 462-3914 April 3, 2002 Ms. Cheryl Chester Rosewood Environmental Engineering 8946 Mariposa Avenue Roseville. CA 95661 Re: Site Assessment in Dublin, CA Dear Ms. Chester. Per your request, I am sending you information pertaining to Zone 7's Flood Control facility within your proposed project site at Alcosta Boulevard and San Ramon Road. The Zone 7 Flood Control Facility that you refer to is Big Canyon Creek, Line J-1. It is a concrete lined channel, which begins at San Ramon Road and runs perpendicular to Alcosta Blvd. The channel then takes a tum south and travels along Interstate 680, extending into downtown Dublin and eventually draining into the Alamo Canal in Pleasanton. Big Canyon Creek drains from the foothills of San Ramon into a culvert, which Ges the natural creek to the concrete lined channel. The concrete lined section is capable of containing the 100-year design flow of 510 ds. The facility utilizes a 1:1 side slope with an approximate depth of six feet and channel bottom of at least four feet. The facility was constructed in the 1980's. Enclosed is a copy of Sheet 5 from the improvement plans for Bellina Street nearthe proposed project site in Dublin. Zone 7's Line J-1 is depicted on Sheet 5 and is shown to run on the south side of Bellina Sfreet before crossing under the sVeet and over toward Interstate 680. It is our understanding that the proposed project site is located noRh of Line J-1 and Bellina Street If you have any questions regarding Zone 7 flood control issues, please feel free to contact me at my extension, 236. ~ Very Duly yours, ~~~ ~G~ Jeff Tang, P.E. Associate Civil Engineer Flood Control Engineering Enclosure Cc: Diana Gaines, Zone 7, Flood Control _~~~_ gAN ~AM' a a 9 ._ ,. `f' nnAD -- - - -- r-- -- - - n.v. ravwnwlT :_: i ~'. ~..~' ~ y \~~~ Agg. 9ubttrea IJ O_ (1) Install Doubla Hung 12' Chain Unk t~arlca Galas at Moth Headwalls, for Channel Access. (2) Spacial 9idaw~lk and Rataintng Wa1L.to ba Cor-atnlctmd from Erd of Culvert Headwall io 5lation 5*25.30. 5aa Detail Tht9 Stuxat (3) Existing 2'Galy. Pipe Cn~sslr19 Box CuM¢rt to b¢Abardonad. 4' Chain Link Fanaa wrtFl ?adwood ~ Latft . 9a¢ 5he¢t 4 fOr Gorlsintction ' Q>~ils. 6' - O' NOTE: TIE RETAINING WALL TO CULVERT HFADWALLe4+4L53 5' - O' I 6' '~~ ~ Imbed Fbsis 1'-0' ~.-. 2~ ~ ,, ~ ~ 2-Full lagth,2~ Fbsfsdlhf ~ . • •4LDaselr6clerri fa within 2'af Top :~~ j-'6 ~s Horiz. gcal¢: 1' FACE OF CURB CURVE DATA. ela eefus Deno Length 1 14250' 18.13' 30' x5.33 2 10050' 18• R' 3D• 31.97' 3 10600 6.56' 00` 1283 4 14800 6' S6' 00' R.9r S 3450' 28.13' 27' 17.01 6 ~ 7650' s 28• ~ 27' 37.73' 7 6230 90'00'00' 98.17 8 2050' 90'00'00' 3220' 9 28.00' 90'00'00' 43.98' 10 3000' 91' 51'30 48.10 o ~ ~~ 0 0 ai o ~ p ~. e "A 9 0o Y GEOCHECIF®- PHYSICAL S€ DDF~IaUM TARGET PROPERTY ADDRESS SAN RAMON CENTER HWY 680/ALCOSTA BLVD/5AN RAMON DUBLIN, CA 94568 TARGET PROPERTY COORDINATES Latitude (North): Longitude (West): Lniversal Tranverse Mercator. UTM-X (Meters): UTM Y (Meters): 37.722961 - 37' 43' 22.7" 121.941643 -121' S6' 29.9" Zane 10 593273.3 4175399.8 EDR's GeoCheck PhysidtSatting-Source to assist the environmental professional with the collection of physical selling source infomrafion in arrnrrlan^o brilhASTl~L527-00, Section 723. Seciioa.Z ~ ~ renyres thaLacurteat.llSSa5.7.S MinutaTapographic.Map.(or equivalent, such as the USGS Digital Elevaflon Model) be.reviewed. 0 also requires thatonenr more.additional physical setting sources be sought N9terr{i}soaditionaisa~r+°°^ ~~+°^"F°~ ~^ ~+r^F t~°"=•~±^~~° c~~h°+°^^.,° ^r petroleum products are likely to migrate to or from the property, and (2) more infortnatian than is provided inNe arrant USGS 7.5 Minute TopographicMap.(oceq~ '~=~°^n.T~etallY atttainesL pursuant to.loral gpnd commerdal or customary practice, to assess the impact of migration of recognized environmental conditions+n connection with the property. Such additi rtes generally indude iMOmration about the topographic, hydrobgiq hydrogeologiq and geologic characteristics of a sitar nd wells in fhe area. Assessment of the impact of contaminant migration generally has two prindple investigative wmponents: 1. Groundwater flow direction, and 2. Groundwater flow velodty. Groundwater flow direction maybe impacted by surface topography, hydrology, hydrogeology, characteristics of tho.s.el"a n ~ _w=fiYS~~~GcoundvcdtflcflaxcvelocipLis.g9nerallXimpadfl~ by the nature of the geologic strata. EDR's.GeoChedc Physical.Setting.SourceAddendumas~rovidedto.assietthe environmental professional in forming an opinion about the impact of potential contaminant migration. i_. i ~. TC741735.4s Page A-1 GEOCHECK®-PHYSICAL SEl"~ING-SQWt~F sf IMMeRy-- GROUNDWATER FLOW DIRECTION INFORMATION Groundwater-tbwdirection for a partialarsitaiz.hestdetermined_hy-aqualifiad environmental pmfessional using si0e-spedfic we0.dafa. If.such data is nl.reasonably -~ ten= ~~~~- ii may be necessary to rely on other ggyrroc of infnrmatin^r~n ac ci,~hrn fnnrm~-~„'nhi~ hydrolOgiC InfOIfTlatlDn, hydrogealogic data collected on nearby properties, and regional groundwater flow irlforinatiop-(from deep aquifers). Surfacetopography may beindicativeaEthe dicediaD of.su[5cia).gtnurtfltsatetfta~ This infomtatian can be used to assist the environmental professional in forming an opinion about the impact of nea~+conraminated ~ttgperties ar should tbntaminafion exist on the target property, what downgradient sites might be impeded. } USGS TOPOGRAPHIC MAP ASSOCIATED WITH THIS SRE Target Property: 2437121-FB DUBLIN, CA Source: USGS 7.5 min quad index GENERAL TOPOGRAPHIC GRADIENT AT TARGET PROPERTY Target Property: General East Sources General-Topographic Gradientfutslraen.determined.frrJm thfl.ll~SGS 1 Degree Digital Elevation Model and shouldhesraluated.on arelative (notan.ahsn~basis. Relatiw3elevation information between sites l close proximity should be field verified. Surface water ran adasa hydrologicbarrierto groundwater 11ow..Such hydrologioinfornation can be used to assist the environmentatpmrwca._o_nal in.fortnimg,an apinio4a4out the impact l nearby contaminated properties or, should contaminatan exist on the target property, what downgredientsitesmight be impaled. Refer to the Physipl Setting Source Map following this summary for hydrologic infannation (major waterways and bodies of water). FEMA FLOOD ZONE Target Property Counts ALAMEDA; CA Flood Plain Panel at Target Property: Additional Panels in search area: NATIONAL WETLAND INVEMORY NWI Quad~atTaraet PropertY° ~ -~ DUBLIN INFORMATION FEMA Flood Electronic Daly YES-leferto tits OverviewMapand Detail Map . 0607050001A /CBPP ~ 06071000048 /CBPP 06002506008 /CBPP 06071000038 / CBNP 06000100958 /CBPP NWI Electronic . Dafa€evarege-- ~ - YES - refer to the Overview Map and Detail Map nYoro9eaogrcauortpauoo_oDtainedhYinstallatiaa.oLwelLaoO.a.specifio_sita_ca(r often be an indicator of groundwaterAOw direction in the irunediatearea. _SuchJlydrogeologiclnformation can be used to assist the erniro opioioa the impact of nearby contaminated properties or, should contaminaticn exist on the target property, what downg diem sites might be impacted. TC741735.4s Page A-2 GEOCHECf~ -PI~YSICAL SET-TANG-SOURCE SUAAAAARY S/te-SpeeMc Hydrogeologlca/ Data': Search Radius: 2.0 miles Status: Not found AQUIFLOW® Search Radius: 2.000 Miles. EDRitasdeveloped the AQUIFLOW Infartnation~yslam~toprovide data on the general directicn of groundwater flow afspedfi¢points..EDRhos reviewed reports submitted by environmental professionals to regulatory authorities at select sties and has.extracted the dais of the~repeR, groundwater flow direction as determined hydrogeologically, and the depth to water table. LOCATION GENERAL DIRECTION MARID~ FROM-TF GROllNnweTFRFLOW 1 1/4-1/2Mile ENE WSW A3 1/2 -1 Mile SSE Varies A4 ~ 1Q - 1 Mile SSE Varies A5 1R'-1 Mile SSE ~ Varies A6- 1/2 -1 Mile SSE E,SE,Varies A7 1 - 2 Miles SSE E A8 1 - 2 Miles SSE E 89 1 - 2 Miles SE Varies B10 1 - 2 Miles SE Varies 811 1 - 2 Miles SE Varies B12~ 1 - 2 Miles SE E B13 1-2MilesSE E_ B14 1 - 2 Miles SE W B15 1 - 2 Miles SE Varies Bt6 ~ 1 - 2 Miles SE NW 17 1 - 2 Miles SE Varies C18 1 - 2 Miles SSE SE C19 1 - 2 Miles SSE E D20 1 - 2 Miles SE SSE D21 1 - 2 Miles SE NE D22 1 - 2 Miles SE Flat D23 1 - 2 Miles SE Flat. E24 1 - 2 Miles SSE Varies E25 1 - 2 Miles SSE S E26 1 - 2 Miles SSE NE E27 1 - 2 Miles SSE SE ~ E28 1 - 2 Miles SSE NW F29 1 - 2 Miles South NE 30 1 - 2 Miles SSE SE F31 1 - 2 Miles SSE ESE F32 1 -2 Miles SSE ESE 33 1 - 2 Miles South Varies G34 1 - 2 Miles SE Varies G35 1 - 2 Miles SE Vades H36 1 - 2 Miles ESE NE H37 1 - 2 Miles ESE SW For additional site information, refer to Physical Setting Source Map Firidings. GROUNDWATER FLOYV VELOCITY INFORMATION Groundwater flow velocity iMOrtnation for a particular site is best determined by a qualfied environmental professional using site spedfiageoingicaand.soil strata data. tt such data are not reasonabty ascertainable, it maybe necessary toselyorother sources ofinfortnation, including geologic age identification, rock-stretigraphic unhand soil eharacteristics_data collected on nearby~roperties and regional soil informaGon..ln general, contaminant plumes TC741735.45 Page A-3 IaEOCHECR®-PHYSICAL' Sl1~AOAARY .GEOIAGICINF~IRlIAT10N lu rauaoer eoae.OF.TARGETPROPERTY Geologic information can be used by Ne environmental professional informing an opinion about the relative speed at which contaminant migration may be occurting. ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFlCATION 'Ere: Cenozoic Category. Continental Deposits System: Tertiary Series: Pliocene_- Code: Tpc (decoded above es Ere, System 8 Series) Geologic Age and Rock ShafigraphioUrritSource: PG. Schmrben, R.E. Amdt and-VY:S: Bowies, Geology. of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital DataSeries DDS - 11 (1994). DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY Tire i):S. Departrnerttof Agricuttura's jiJSDA) Soil Conservation Service (SCS) leads the National Cooperative Soil Survey (NCSS) and is responsible far collecting, s0oring, maintaining and distributing sail survey infortnaticn for-privately owned landsin.theLnited States. A aoitmapina~soil surveyisa~representation of sail patterns in.a landcrara. cnil.rrlaps.for STATSGQare compiled by generalizing more detailed (SSURGO) soil survey maps. The following information is based on Soil Conserl(ation Service STATSGO data.' Soil Component Name: CLEAR LAKE SDiI Surface Texture: day HydrologfaGroufi_ _ Class.0_ 1[erystow infiltration rates. Soils are dayey, have a high water table, or are shallow tD an impervious layer. Sail Drainage Class: Nat reported Hydric Status: Sail does not meet the requirements for a hydric soil. Corrwion Potential -Uncoated Steel: HIGH Depth to Bedrock Mjn: > 60 inches Depth to Bedrock Max: > 60 inches So0. Layer Intormatlon Boundary ~ Classifieation Layer Upper ~ Lower_.. Texture_ AASHIQ Grotrµ. . Unified_SniL... Pertneabili Soil Reaction ... .. .. ~ tr(inlhr) (pH) 1 glfldlBS-~ 1311KdeS..- .day._ .Sjlt-C.Ifly_ .FINE-RRAINFn _. Max: 020 Max: 8.40 MatedaL9.(mora_.. SOILS, Silts _ Min: 0.06 Min: 6.10 than 36 pcL and Clays passing No. (liquid limit 200), Clayey 50% or more), Soils. FatC 2 13 inctres~ 60 Glches_ da7r_... Silt Cta)L . FINE_GRAINEI2__ ~ Max: 020 Max: 8.40 _ ,Materiels (more SOILS, Silts Min: 0.06 Min: 7.40 than 35 pct arM Clays - pessing No. (liquid limit 2(10), Clayey 50%or mole), -Soik.-- . Fet-0 TC741736.4s Page Ad I GEOCHECII®-PHYSICAL BEEFING-SOURCESUINMARY OTHER SOIL TYPES IN AREA I Based on Soil Conservation Service STATSGO data, the fotlowing addtonal subordinant soil types may appear within the general area of target property. Soil Surface Textures: silty day loam clay loam loam silt loam Surfidal Soil Types: silty day loam ' day bam loam silt loam Shalbw Soil Tapes: day gravelly -sandy day loam Gay loam stratified Deeper Soil Types: day loam stratified silty day loam sandy day loam loam silty day _ weathered bedrock ADORIONAL ENVIRONMENTAL RECORD SOURCES According to ASTM E 1527-00, Section 7.2.2, bne or more additional state or local sources of ernironmental records may bachecked, in thedissretioaotthaenrdronmentatprofessional, benhance and supplement federal ertd-state saurces...fectors tacansiderineielertnining~whichioealvradd'Aiaaal state records, if anyshould be checked include (1 whether they are reasonably ascertainable, (2) whether they are suifidenfly useful, accurate, and complete in light of the objective of_fhe records review (see 7 M1.1),aDd.j3)sldletherthay ._ arsohtained.pursuantto-Inca),gpod commercial.or~ustomaryyractice,". One of the record souroes listed in Section 722.is~aater well.illformatian..Wafer~vell~mfomratlon can be used to assist Uie environmental professional in assessingsouroes that may impact groundwater flaw direction, and informing an opinion about the impact of contaminant migration on nearby drinking water wells. ~I ~ WELL SEARCH DISTANCE INFORMATION ' ~- - DATABASE SEARCH DISTANCE (miles) . FeCeral USGS 1.000 Feoeral FRDS PWS i Nearest PWS wlMln 1 tulle State Database 1.000 FEDERAL US63 WELL INFORMATION LOCATION MAP ID WELL ID FROM TP TC741735.4s Page A-5 ..,. .. GEOCHECK®-PHYSICAL SETTING SOURCE SUMMARY FEDERAL USGS WELL INFORMATON LOCATION MAP ID WELL ID FROM TP 2 374307121554601 1l2. 1 Mile ESE FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION MAP ID WELL ID FROM TP No PWS System Found Note: PWS System bcadon is not ahvays the same as well bwtion. STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP No Wells Found STATE OIUGA3 WELL INFORMATION DISTANCE DISTANCE FROM TP (Miles) FROM TP (Miles) 1Y2-1 Mile WSW TC741735.4s Page A-6 i I li PHYSICAL SETTING SOURCE ARea . ~~ya~S-ems V ~\~ ~`; ~ ,~ n/ Conmur lirros J~ Earthquake FeuR Linen ® WaOer Welm © wdb wam. soppy Welm } Groundwamr Fbw Dlrectlon QQ Indeteantriate Groundwater Ebw a<Loratbn Qv Graundwaer Fbw Varies at Location • Ctu:mr of Multlpb looru 1 TARGET PROPERTY: ADDRESS San Ramon Center CUSTOMER: Rosewood Engineering 1 : CITY/STATE/ZJP: 41wy 68p/Alcasfa Blvd/San Ramon pubpn CA 94568 CONTACT: Ms Cheryl Chtsta LAT/I.ONG: 37.7230/ 121.9416 INQUIRY N; DATE: T417354s March O5, 2002 12:48 pm 1_ Q Fartliquake epicenter, Rlchmr 5 or greater QJID Obaest Hydrogeological Dala • Oil, gas or ralamd welm GEOCHECK~- PHYSfCAI SETTING SOURCE M/~tP FfIVDINGS Map ID Direction Distance Elevation ~ Database EDR ID Number 1 Site ID:. 39562 - ENE Gmundwater Flow: WSW ApUffLOW 66256 itb-ittlNlla Lower Shallow Water De the P 14.40 Deep Water Depth: 25.89 Average Water Depth: Not Reported Date: 0411711995 2 ESE FED USGS 374307121554801 1/2. 1 Mile 1 Lower BASIC WELL DATA Site Type: Single web, otherlhan collector or Rannay type Year Constwcted: 1977 County: ~ Alameda Atdtude: 343.80 ft. State: California Well Depth: 60.00 ft. Topographic Setting: Valley Oat Depth to Water Table: 8.00 ft. Pdm. Use of Site: Observation Date Measured: 09121977 Pdm. Use of Water. Not Reported SOe ID: 01-0513 SSE ~ Grountlwater Flow: Vanes AOUIFLOW 52502 !!! iR~-?Mlle LL`v~ Shallow Water Depth: Not Reported Deep Water Depth: Not Reported { Average Water Depth: Nat Reported . .1 Date: 1 (130/1992 Ad Site ID: 01-0513 ' SSE Groundwater Flow. Varies AgUIFLOW 52501 ire Shallow Water Depth: 8.29 Deep Water Depth: 9.02 Average Water Depth: Not Reported Date: 06/1&1995 S ~~~~ 01-0513 S E ~ ~ Groundwater Flow: Varies AOUIFLOW 52500 ~ 112 =1 AIOe ~ yow~ Shallow Water Depth: ~ Not Reported Deep Water Depth: Not Reported Average Water Depth: 5.10 Data: 12/11!7989 I A6 Site ID: Oi-0513 SSE 1 t~le Groundwater Flow: E,SE,Vades AgU1FLOW 49988 ~r Shallow Water Depth: 8.29 _ Deap Water Depth: 9.02 Average Water DepN: Not Reported Date: 06/1&1995 TC741735.4s Page A-8 GEOCHECK~-PHYSICAL SETTING SOURCE MAP-FMIDINGS neap ID Direction Distance Elevation Database EDR ID Number A7 Site ID: 01-1447 SSE Groundwater Flow: E AOUIFLOW 50282 1 - 21110ea Lower Shallow Water Depth: 4.24 • Deep Water DepM: 5.89 Average Water DepM: Not Reported Data: 1211&1993 AS Slte ID: 01-0064 3SE Groundwater Flow: E AOUIFLOW 50269 1 - 2lg0ea Shallow Water DepM: 2.89 Lower Deep Water Depth: 7.78 Average Water Depth: Nat Reported Date: 112011995 89 SI[e ID: 01-0500 SE Groundwater Flow: Varies AOUffLOW 50274 1 - 2 Mllea Lowor Shallow Water Depth: 6.94 Deep Water DepM: 6.95 Average Water DepM: Not Reported Date: 0.329/1990 H70 Site ID: 01-0500 SE Groundwater Fbw: Varies AOUIFLOW 50272 1 -21NIlea Lower Shallow Water De M: P 7.49 Deep Water Depth: 10.91 Average Water Depth: Not Reportetl Date: 112411997 B71 Site ID: 01-0500 SE Groundwater Flow: Varies AOUIFLOW 50271 Lnw~hlllea Shallow Water Depth: Not Reported Deep Water Depth: Not Reported . Average Water DepM: 7.71 Date: 0 717 5/1 9 9 8 ~ 812 Site ID: 01-1610 SE Groundwater Fbw: E AQUIFLOW 50270 1'-2Milas Lower - Shallow Water DepM: 10.17 Deep Water DepM: 11.45 Average Water Depth: Nat Reported Date: 112311968 B13 Site 1D: 01-1610 SE Groundv2ter Flovr. E AOUffLOW 50267 ~y as Shallow Water Depth: 9.24 Deep Water DepM: 10.94 Average Water DepM: Not Reported Date: 11/18/1994 TC741735.4s Page A-9 GEOCHECK®-PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number Bfd .Site ID: 01-0117 SE Groundwater Flow: W AOUffLOW 52363 1 - 21NIIea LOWef ' Shallow Water Depth: ~ 6.26 Deep Water Depth: 10.26 Average Water Depth: Not Reported Date: 09!19/1990 81.5 Site 1D: Dt-0177 SE Groundwater Flow: Varies AOUIFLOW 52352 ~ • 21Nttes Shalow Water Depth: 1°wx 6.90 Deep Water DepN: 11.25 Average Water Depth: Not Reported Date: Dfi12217999 818. Site lD. D1.1t106 SE Groundwater Flow. NW AOUIFLOW 52355 rt - =~08 Lower. Shallow Water D the eP Not Ra rted W Deep Water Depth: Not Reported Average Water Depth: Not Reported Date: 09/0111989 17 .Site ID: Ot-1447 SE Groundwater Flow. Varies AOUffLOW 50280 Low2~ °a Shallow Water DepN: I.0 Deep Water DepN: 5.5 Average Water DepN: Not Reported Date: 12I04I1990 c1s sue ID: nf-0sDD SSE Greuntl~rater Flow: SE AOUffLOW 50277 lea Shalow Water Depth: 10.74 Deep water DepN: 1s.ss Average Water Depth: Not Reported Date: 02/29!1996 ~ CIS Sile.1D: A1-0sDO ~ . Y 2tM0as Groundwater Flow: E AOUffLOW 50278 ~~ Shalow Water DepN: Not Reported Deep Water Depth: Not Reported Average Water DepN: 15 Date: 12/01/1991 J]2S . . SOeJD:. 07-0458 . SE 7 r °a Groundwater Fbw: SSE AOUIFLOW 51650 ~ ~, ~ Shallow Water DepN: 7.74 Deep Water DepN: 7.50 Average Water DepN: Not Reportetl Date: 12/10/1996 TC741736.4s Pege A-10 GEOCHECK®- PI+YSiCAL SETTING SOURCE MAPfINDINGS- I_ Map ID Direction D21 Site ID: D7-0458 SE Groundwater Flaw: NE 2~ ea Shalow Water Depth: 15' ' Deep Water Depth: 20' Average Water Depth: Not Reported Date: OS/Oy1991 022 Site lD: D1d769 SE Groundwater Flow: Flat Y • 21N8es lower Shalow Water Depth: 5.56 Deep Water Depth: 12.03 Average Water Depth: Not Reported Date: 07/1 811 9 9 6 .D23 Site 1D: 07-1769 SE Groundwater Flow: Flat t • 2 MBes Lower Shalow Water Depth: 6.5 f Deep Water Depth: 7.8 f Average Water Depth: Nat Reported Date: 11!19!1993 E24 Site 1D: .01-0814 SSE Groundwater Flow: Vades 1~ZI~NOes Shalltrx Water Depth: 8.5 Deep Water Depth: 9.8 Average Water Depth: Not Reported Date: 11/27[1995. .E24 ~ Site 1D: 07-7054 SSE Groundwater Flow: S 1 - 2 MOes Shalow Water DepN: lower 9.36 Deep Water Depth: 11.02 Average Water DeptA: Not Reported Date: 11IOt11991 AGUffLOW 51651 AOUIFLOW 51657 AOUIFLOW 51656 AOU¢LOW 50328 AOUIFLOW 51655 E28 Site ID: D7-7758 SSE GrountlwaterFbw. NE AOUffLOW 52573 ~Z« es Shallow Water Depth: 5.92 Deep Water Depth: 7.88 Average Water Depth: Not Reported _ Date: 07l17I1995 F27 ~ S72e ID: ~ 07-7 758 SSE Groundwater Flow: ' SE 7 -Z Alltaa Shallow Water DepN: J.ower Not Reported Deep Water Depth: Not Reported average water oepth: 7 Date: 10/27/1993 AOUIFLOW 52512 ID Number TC741735.4s Page A-11 GEOCHECK®- PHYSICAL`SETTING SOURCE M~kP-FINDINGS- ~_ Map ID Direction Distance Elevation Database EDR ID Number EZ9 Slte ID: Not Reported 9SE 1 -2 MOea Groundwater Flog. NW AOUffLOW 52997 Lower Shalow Water Depth: 14.09 • Deep Water Depth: 16.41 Average Water Depth: Nat Reported Date: 08IOy1999 F29 Site ID: 07 2267 $O~ Grountlwater Flow: NE AOUIFLOW 69293 1 - 2819es LOWBr Shallow Water D the eP Not Ra rted W Deep Water Depth: Not Reported Average Water Depth: ~ 80 ft Date: 03121/1997 30 Site ID: 07-0892 SSE Groundwater Flow: SE AOUIFLOW 51653 ~~ lea Shallow Water Depth: Not Reported Deep Water DepN: Not Reported Average Water Depth: 16 Date: 0 9/0111 9 9 2 F31 S9a ID: D1-01946 SSE Grountlvrater Flow: ESE AOUffLOW 52361 y-YtOIRes Lower Shallow Water De the V ~ 11.0 Deep Water Depth: 16.0 Average Water Depth: Not Reportetl Date: 03/1 411 9 9 0 F32 She ID: 01-01946 Groundwater Flow: ESE AOUffLOW 52350 ~ -2fl01es Lower Shallow Water Depth: 19.72 Deep Water Depth: 28.90 Average Water DepN: Not Reported Date: 06/14/1999 ~ 33 Site ID: 01-1571 South °S 2 ~ Groundwater Fbw: Varies AOUIFLOW 51548 Hig he r Shalow Water Depth: Not Reported Deep Water Depth: Not Reported Average Wamr Depth: 8' 09 Date: 07/30/1990 G34 Site 10: SE GrourMwater Fbw: ~-ZMNes Shallow Water DepN: l.wvar Deep Water Depth: Average Water Depta Date: 01-1565 Varies AOUIFLOW 51844 4.30 8.61 Not Reported 08/07/1998 TC741735.4s Page A-12 GEOCHECK®-PHYSICAL SETTING'SOURCE MAFFINDINGS Map ID Direction Distance Elevation Database EDR ID Number 03.5 Site ID: D7-1566 SE 1 -21NBes GrourMwater Flow: Varies AOUIFLOW 51636 Lower Shallow Water Depth: Not Reportetl Deep Water Depth: Not Reported Average Water Depth: 10.7 Date: t 112611 9 9 1 F138 Site lD: .01-7783 ESE GrourMwater Flow: NE 1-YMBea ~ Shallow Water Depth: Lower 3.80 Deep Water Depth: 8.06 Average Water Depta: Not Reported Date: 09/30/1999 AOUffLOW 53819 M37 Site ID: 4107 ESE GrourMwater Flow: SW ~~ ae Shallow Water Depth: 9.04 Deep Water Depth: 10.56 Average Water Depth: Not Reportetl Date: 04/19/1995 AOUIFLOW 0.9987 TC741736.4s Page A-13 GEOCHECIf®=PHYSICAL SETTING SOURCE MA~:FINDINGS 1~11sw 1/2.1 Mile OIL GAS CA00006726 WSW 1/2 • t Mile CA OILIGAS CA00006725 Well Number. 1 Stable: Pluggedaadabendonetl~dty twle APt Number: 00100007 Operator. Bratly Sure Shat Oil Co. LBdWde: 37.71959 Longitude: -121.94916 Region: ` 6 Lease: Not Reportetl "°~1OA~ ~ Township: 02S Range: Ot W Map Number. W3-10 Base and MertdWn: Mount DWbb Total Depm: 1000.00000 Sputl Date: 1/1/1927 Abandonment Date: Not Reported TC741736.4s Page A•14 GEOCHECK®- PFIYSICALi.SETf1I~tG~QURCER~CP-F_It+IDINGS ` ~-OON . AREA RADON INFORMATION FederalEPA Radon Zane for ALAMEDA County: 2 Note: Zone 1 Indoor evereg9level > 4 pCl/L. :Zone 2 7ndoeraverege level >= 2 pCUL and <- 4 pCUL. Zone 3 Indoor average level < 2 pC'ut. ZIp Cade: 945fia Number of sites tested: 1 Area Living Ares - 1st Flaor Living Ares - 2nd Floor easement AverageACdvAy 0.300 pCilL Not Reported Not Reported %tA{tGilL 100% Not Reported Not Reported %4-20 pCiA. 0% Not Reported Not Reported %>ZO pCIIL 0% Not Reported Not Reported TC741735.4s Page A-15 - PHaLSICAL.SET-f~NG°SOURCE~RECORDS SEARCHED Flood lane Data: This data.avatlaNeiaseled munibsaaosslAemuoay,.was obtainad.byEDR{a 3999 from gtaFagerel Errrergency Management Agency (FEMA). Data depicts 100.year and 500-yearflood nines as defined try FEMA. NWI: Natbnal Wetlands Inventory. This data, available in select carntles across the country, was obtained by EDR in 1999 from the U.S. Fish and WilClife Service. HYDROGEOLOGIC INFORMATION AGUIFLI)YYR ~RtfonneEon System Source: EDR proprietary database ohgroundwelerflow information EDR has developed the AQUIFLOW Informatlon System (AIS) tc provide data on the general tllrectlon of groundwater flow at specific points, EDR hasraidawedreparis.submittetl to regulatory authodtles at select sites and has e*rrs~a+~he dateaf iho remA hynmgeologica!ty dQre...dnoA ;.n ^'b"O~ba"~dlrBCderl and depthtewaieFtable . Infortnatlon. GEOLOGIC INFORNATION 6adogb Aga and Rock Shatlgmphin Unit Souwa:-P:G. StAroben;ft£. Amdtantl W.J.Bawiec, Geology of the Cantennirrous U.S. at 1:2,500,000 Scale - A digital representatlon of the 1974 P.B. King arW H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994). STATSGO: State Soll Geographic Database The U.S. Depamnent of Agdcullura's(I1SDA) SciLCooservaticn Service (SCS) leads the national Cooperative eMr c_,,.,,.~ rc ern k .~.,..,x nie s,: . (f~l-...SjT-_-~~.., " y, storing, mairrtaining and distributing sa0 survey inieanetlon r^. ^~.~ •. r ~ M i r ~ d+ cr ro e ~i ~o a sot) survey is a representation of soil patterns in a WrMSmpe. Soil maps for STATSGO are compiletl by gmereflang more damtlad(SSt1RG0}saiF survey maps. ADDRIONAL ENVIRONMENTAL RECORD SOURCES FEDERAL WATER WELLS PWS: Public Water Systems Souree: EPAIOfflce of Drnking Water Telephone: 202-260-2305 FublicYJater Systemdemdmm Ihe~-ederalf2eporting Data System. ~APWS is any water system which provides water to at Imst 25 peopb for at least 60 days annualty. PWSs provide water from welt, rivers and other soumes. r ~ -PWSENF: ~ub3cYJaterSystems VbWtlon and Erdorcement Data Source: EPAIOflke of Drinking Water- Telephone: 202-260.2305 ~ Vblatbn end Erdorcement data for Pubik: Water Systems from the SefeDdnk(rrg Water Infonnatbn System (SDWIS) after } ' ~ August 1996. Prior to August 1995, the data came from me Faderel Reportlng Data System (EROS). ~- USGS Water Walls: In November 1971 the United States Geologkal Survey (USGS) implementetl a natonal water resoun~ irrfomtetbn tracking system. This database contains descripWe krfonnatlon on sites where the USGS collects or has collecle0 date on surface water andlar groundwater. The groundwater data intludes irdomratlon on more than 900,000 we0s, spdngs, and other sounx3s of groundwater. TC741735.4s Page A-16 PHYS{CAL SETTIN6'SOURCE RECORDS-SEARCHED STATE RECORDS Callfomla Ddnking Water Quality Database Saume: Department of Health Services Telephone: 9115.3242319 , The database includes all drinking water compliance and special studies monitoring for the state of Califomie sires 1984. It consists of over 3,200,000 individual analyses slang with well end water system infonnatian. Callfomla Oil end Gas Well Lgeatlane for District 2 and 8 Source: Department of Conservation Telephone: 918.323-1779 RADON Area wed.... u.r,.....sx,...• n.a nrsn..nei wed...,n-.-~,.~.h~-~~d4yyheVS.EmimnmenlalPmtection Agency (USEPA) and Ls a compiWBon of-theEPAlStata ResidendaFRadomSurvayarrdtheNadorrM~tesidential Radon Survey. The stutly mvera the years 1986 -1992. Where necessary data has been supplementad.by infomra8on collected at private sources such e9 universi8es and research insdtutbns. EPA Radon Zorras: Sectlons 307 &309 of IRAA directed EPA to Ifst arM identify areas of U.S. with the potentlal for elevated Indoor radon levels OTHER Epicenters: Woddeertkquake-epioenters,RieMer.S orgreater Souree: Department of Commerce, National Oceanic and Atmospheric Atlministretlon CalHOmla Earthquake Fauh Linea: The fault fines displayed on EDR's Topogrephk map ate-dRyt¢ed quaternary faultttnes, preparedln.1975.by_[he United.State Gsobgical Survey. Addidonal IMOrmatbn (also frem 1975) regarding actlv(ty et speUBC fault Imes tnnres from California's Preliminary Fault AdNily Map prepared by the California Division of Mines and Geology. 7C741735.4s Page A-17 o ° 1:1 a ,_ a ~ ° o ° ~~~ o °~ a. ° ° o o °,a 0 a 0 The EDR-Historical Topographic Map Report San Ramon Center Hwy 680/Alcosta Blvd/San Ramon Dublin, CA 94568 March 5, 2002 ;Resources, Inc. an~dr-company R ;Environmental The Source For Environmental Risk Management Data 3530 Post Road Southport, Connecticut 06490 ' Nationwide Customer Service Inquiry Number: 741735-6 Telephone: 1-800-352-0050 Fax:i-800-231-6802 :Data Environmental llata Resources, Inc. I~istorical Topographic Map Report Gnvironmental Data Resources, Int.'s (EDR) Historical Topogapltic Map Report is designed to assist professionals in evaluating polernial liability on a targd property, and its surrounding area, resulting 5'orri past activities.. ASTM )r 1527-00, Suction 73 on Histotinl Usc Information, identifies the prior use rcquiremenis for a Phase I environrttertlal site assessrttent. Tla ASTM standard requires a' review of reasonably ascertainable standard historiml sources. Reasonably ascertainable is dejtned~ as injornration that it publicly availabl4 obtainable jrom a source with reasonable time and oust constrainu, and practically revierrnble To med the prior use requiremetus of ASTM E 1527-00, Section 733, the following standard: historta! sources may be used: aerial photngaphs, city direcories; fire.insurance maps: topographic maps, P+nP~Y tax filer,` land title records' (although these cennot =6e the sole historical source eo~ilted), butld'mg department' iecords,'ar zoninfJand ux recalls 'A.S'IM E` 1'527-00 requires ".Xlt obvious uses `of the properry'ihnll be identified from the preserr{ baaE to the prroperry's obvious first developed ust or back to 1940, whichever it earlier. 77ris task requires tiegierring. only as, mgny of the 'srandarid historccn! sources as are necessary, aiid that erne reasonably asorrtaindble and likely to be utefrtL' (ASTM E 1527-00, Section 732 page T1.) EDR's Historical Topographic Map Report includes a search of available public and private color . historical topographieTrtap co0adions. Topographic Maps A topographic map (topo) is a color coded line-and-symbol represrntation of natural and sdoaed arti5eial features plotted to a scale Topers show the shape, dcvation; and devdoptnem of the terrain in' procix detest by using oorriewr lines acct color coded symtioLt: Marry featiues_aie shown by linos that may be straight. auved, solid, dashed, dottcd,.or in any oombiriation. The colors of the lines usually indicate sirm'lar classes of infamatien. Far example, terpogaapFue oontorrrs (brown); lakq 'streams, irrigation . ditctres, der (blue); land grids and important roads (red); somndary roads and trails, railroads, boundaries, dc. (black); and features that have been updated using axial Photography, but not field verified, such as disturbed land areas (erg., grave! pits) and rtewly devdopod water bodies (purple). For rtare than a century, the USGS has barn seating and revising topographic reaps Cor the entire country at a varidy of scales. There are about 60,000 U.S. Gaologitxl Survey (USGS) produced topo maps covering the United States. Each map covers a. specific quadrangle (quad) defused as a four-sided area boundod by latitude and longitude Historical topographic maps arc a valuabk historical resource for documenting the prior ux of a property and its surrounding area, and due to their frequent availability can be particularly helpful whrn other standard historical sources (such as city directories, fire insurance snaps, or aerial pltaograplts) are rat reasonably ascertainable A N:-r_ 'V_ R A M 0 N '~"o ~. t ~~': \.~ .0 (~ .. (N.0 R R 1'S:) .y f ~~ / \~~•,• - /. n° os•(7 ,_ s ~ _ b y~ _ .~ R .. . \' )% '%3' c s ~= 1 ', `r " c . l ~ _ ~• /i~~. •_ •423 ~ < ~2_ .\ .~ ., ~\~` o °S'S~ ~~°G \ \\ a _° f ' - - --- . ---- ~ .a,r F; ~ f ~4y' r000:.. .,7 ~ ~ .~ .d ~ .J P' • ~ ~1y 607 In '~Ppe~n ~ ~~ _ A~ N . ~Py%S~x?+w ~ °, ~ '.. ' .. ,.00 \ ° i 0 > ~~; ~f~1j ' ° ' (A M'A D \ ads °a° .' '. \ 'd /~ ((~-olp ~ a~ °~ ~ `~ G Sun Ramori;, aD ~ .°~ ~~Village "~ dh .. .gyp ~%` -. a n o°. ~~ °CO ~'' O '.~ c5\~ ~ .Grieinun~,:'..b '~`F, u`°a~ O \\ i 1 ion _, i,y .'.. 4 .,.~,~%~ 0^/1 en~ ~. s.t• ~ ~ ~ ~ >,: ~,^ ^ \\ r - ~!~ „t,g - a j., .. pC/r y.I.> ~ 'Dublin ~ +~. ~ e \ 1 S i~ A d ~ ~ • -_ _ `I.... _.~~ _ ., _ __ ____ __ _ ~ _ _~_-_~ ___ o - .. ,. ^-L - i- ,~ i i Ti i ~ -~.- . O a ~ TR ~\ Po t I v - r I ~ - ~a9g° n ~ ~~~a • ® -~ _ AF~ •'FS ~ •. ~ ~. ~~~'r _~~. • - :. i "'~S/~ 3f1 O~ ~~ e.~ b11R~ ~~ -o .~~,_:~s -Yli ter .~% ~; ~ ~;.;~_ -~ : -~-', ,•4 •. mil" c- 1~... ` •;~ ,s°s O/ \~ ~~ -~~ I •BM `^ ~.~ ~ ` \•° ~ 680 .• ,~. . ( y ~-: ` ~ ;~ r 1 , 11 ' L o .'i y~L ~e\ \ ~~ r . S~. ,Gan --. ~.,~~ ~ ~ ¢ure1 ~e0~ ~ ~ o ~-/ r A f• ' ,~,~ ,, ~ ~ O, 1. P~ r~_~~.--RBI \A ~' ~0 1V II ~, •~ j = ; I Nom, ~ \\ • 1 ~ ` ~ , ..~ ~ ;. p _ ~/ I rr i i ~~ Water ~ ,- ~ '.. .: . tN _ ..: .... ~ ~. __~ .. ,,~ y e '~I. n <~ ,> I \ ~ ~ - ° ~~ I )1 ~s ~ ~. -' 1. ~i .. _ ~ ~. ~2 "~ ~. spO 'L~ ' ~\ \ . ~/f ~ rl -' 423. ~: _ ,'~ )/ c I ~ ~ I I `~ ~ J OOyJ `~ a~'~ ~ ~ 1 , I ~ I ! yr/ •'i `a~~~'G Shy.-. ~ `~ \ "] - I l 11 '~ I ~ ~.~~~` e~ ) ~. ' - R O ~ .~. _;~ i ~- ~.^ '~ 1 V ~ ~ .., n ~ ~. ~ / ~ P, ~ ~ Pig _' , 7 O f`. . 1 ~•'. I ~ (/\ CwnVY Uub ,._v -- VABM ~ ~' ~ I fl!~~ '\ i ~~b~\~~~ - ~ ~ San ori~, -:;~I I_~ _ ~ a ~ \. ` -~snt az F ~r~~ ;_. 1 \. .r'\ \ ~-~ .. ~. , \l°rrnr ~ Village _. 1 - ( \ ~~ X11 •/•a•__ v _-.G ~ ~ 1 %~ /I , .;~ \ ~op~ !1 i~r~ I o~,~,''~ - ` n bt n_~h F' ,p` I a.. C~~ i ~))~! ~ ~~ .~ .~ \\ .,~ \..-J ,.,`15th <k ~ r! J 1 i r --__ ~' ' ~ i i ,~ ~l e '~ 1, ~ 1),~~ , : ~ 0~ .. t 1 ' ~ ~ ~ ~ ~ I ~ • i \ ~ Dllb lII ttf Dnvean • / _ l;~ ~~1111 `I--,L~~~~\.:~~ _ - -~ i 1/ -~s *rto ~~ ~ ' ' _..~ \~. zLPNE 580 I/]9 _ _ r \ LP sm. ~.i r • ~ ~ ~u~1i~rt J 1' ~\\aPo ~ _'>\`V((~` -mil , '•~. .. .. ... I _ ~_ ~ I ,.l :'~\ 680 ~ '` %~' .. ', L A N-RJR '`~A M ~'.0 , N ! ~ ~ / \ r ._ .y> ~. ' ~ ~ ~ 4 \ ~ fi6 i p 11// b j l ~ Water ~ ~ . o.' ,;` lR-', x J e _ ~ ~ . .~> / _ > c ^ ~ / ~ 1 / ~ ~ ~ __ ` .~ \. M 423':>>°° > :~.1"' 2 _ ~ 1 /r\ d 6 \ ~~ ~ , 1 1 \, ° ~ ~ 'Cd.q ~ ~. \ I i'uhncr t ~ ~ ~ 2 - ~ - ~ VABM a' ~\I>> nC ~~~ ,i. 1Y0 v ~'` ~r. ~ ~ ~~ --:.~ 607 acv~~~L% I l\~ -~~. \ j; 'j' ~ ~~ a ~~ ~. ~ r ~ San Ra on„ ~ ~:'~ ~\ ~ Q ~~ ~ ,- ~ ;Lai _- \ ~``"~ .Y I \ ono ~ /~. Q ~ ~) ~~~~~ ., ~.:,: u, i 1 p>., \ ~ i ~ \a ~ -l 4 F 11 r& r ~ \ v ~ V . `1 ~ d •J ~ ~ n 4 ` > I ~ ~ ~ ~ ti 1 ~~ ~ ((aa~ I~ i - i :.A }. \Ya__ ~~ _ II _ _~ \ ,~\ \ r \ C t ~ L r/ . I \ ~`. J~JSr l O co L \ ~ r Qd o~ ~ F ~ / q \ __///fff ~~ • ._ '~~ :Djlbllll Mmn)8eh_ Gri: e~i:? _ _ Inlan oin 3 ~~~ ~ r,,:;,~~,..~.. .'. `~-'~ v orrE >>>>> ~ _ /.. 1 ~~, ~--'- .,.'' ~ ~ Dublin. - ~) ~ C ~. .4 ~1l'~ ' l i ~_1 ~. ~.._ ~. ``~ ' ~ , i .3 _ s~ ~~'~ s ~ x: \\ n ~ Q \~) l V .r ._ I 11C ~~' 1 R ;Environmental :Data ;Resources, Inc. an~ealr-company The EDR-Aerial Photography Print Service San Ramon Center Hwy 680/Alcosta Blvd/San Ramon Dublin, CA 94568 March 7, 2002 Inquiry Number: 741735-7 The Source For Environmental Risk Management Data 3530 Post Road Southport, Connecticut 06490 Nationwide Customer Service Telephone: 1-800-352-0050 Fax: 1-800-231-6802 Environmental Data Resources, Inc. Aerial Photography Print Service Envimnmenct! Dan Resources, [nt.'s (EDR) Aerial Phomgraphy Print Service is a scleerting tool designed to assist ptofessionaLt in evaluating pomndal liability on a Large[ property resulting from past acrivides. AS't ~t[ E l i?7.00, Stcdon 7.3 on Historical Use [nFotmation, idendfies tht prior rue requiremtns for a Phase f environmental site assessmen[. The ASTl4 standard requites areview oF,zasonnbly ascerraintrble sranclartl hisro,icnl sota-cer. Reasonably ascertainable means injo,madar that s publicly rnnilable, obtainable from a sarree with reararnble rime and trot consA-aints, and practically reviewable. To meet the prior use requirements of AST'[ E t i27-()D, Section 7.3?, the following standard historical sow-ces may bt used: atrial photographs, fire insutartce maps, proptrry ta~c lilts, land tide records (although these cannot bt the sole, historical sourct consulted), topographic maps, city directories, building department records, or zanine-Jland use records. AS•C~[ E t d27.00 requires 'i111 obvious uses ojthe propary shall be icfentified from the present, back to the p,ropetty's obviota fnsrdeveloped trse, or baclcw /940, whiChevrt'it ernliv. This utrk,•egttires revit:wfngonly as mrvnr ojthes/mttlnrzf hisraical sources as are necessary, and that m-e reasonably ascertainable and likely to be taefid. "(t1S'Cti[ E t 527-00, Stction 7.3.2, page [ I. Aerial Photographs Atrial photographs are a valuable his[orical resource for documenting past land use and can be panicularly helpful when othtr historical sources (such as city directorits or fire insuranct maps) are not reasonably ascertainable. The EDR. Atrial Photograph Print Strvice includes a search of atrial photograph collections flown by public and private agencits For the start of California. EDR's proFtssional t"ield•based tesearchtrs provide digitally reproductd his[orical atrial photographs at approximately ttn year intervals. Please call EDR iVationwide Customtr Service at f-800-352-0050 (8a.m-8pm EST) with questions or comments about your report. Thank you jot your brainess! 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B ~ .~/ ~.\, r e~ o H • A~t ~ T f (s/.: t, ~ ~ e•~\`~ %. ~ y~,. i i~I~'~^~~ r.Y.•.. ~ 'sn a KEN. a Cwo 1 ~jAf I M<, o" Bea ~> i ~;:;;< li ~. i. w. -.. , ~ ~ , ,T _ l ' YgYi i 5...... . to ' 3. ~. ~ 'u .4iGn'L.'. ~ ~.- }}..,, 4 ~:K v. }.?.....PAC ~ .~ e .: .a:r:~.: -.~-L~LC" j ~ ~ ~: .. -m`i •~`i' ••f ~ ~ r{~::. t v ~ . ~ ~.. .. U tt~~.S,,~~ .' v Q Y x ~ ~. ~ ~'x 3~ ~ C y ~ Y C. m i^t .~ c m E o ~ s ~~~ W u N O 3 ~ '~ ~~3 q~ E as a s °~ ~ V e e m~ .n $" V 4. o. iZ a ~~~ ~~ ~°. a '" ~~~ 0 t~ Dublin Timeline n those Biccntennial years we arc mot+c date conscious than we might otherwisc bc. It scans fitting, thacforc, that we should put together a timeline for Dublin and neighboring areas. A.D. 500-Ancestral Ohlone Indians occupied the vdllry. 1772--Wednesday, April 1, Lt Pedro Frges and Fr. Juan Ctrspi; with 16 soldiers and muleteers, rods through this vallry along what is now San Ramon Road and Foothill Road. 1775-De Arm settlers arzived in Alva CaGfomia from Meaaco. 1776-~-C.olonics dcclare~ shear independcnce from England. 1797-Mission San Jose csrablishe~ by Fr. Setrd. 1826-Jose Mario AmadoS ex .Mexican soldier and ez-Major Domo of Mission San Jose, was granted four squats Icagues of land upon which to build the first of several adobe houses. 1832-Don Jose, assisted by his Indian workers, was farming the land. 1834-Spanish Missions wets secularized and the vallry land was dividexi. Amador built a two story adobe home, 160 fect long and sonic other small adobc buildings. Ownership papers were granted to him at this time by Ft Gormles, the priest at Mission San Jose. The adobe was looted on the north western corncr of Dublin Blvd. and San Ramon Road. 1837-Jose Arnador had 150 Indian and Mezitan cmploy«s by now He owned 300-400 hocses,13,000-14,000 mttle, 3,000-4,000 shecp and some pigs. In the small adobe shops on his proper[}; his 23 Y:rgiwia Srdtb Baenctt worlmaen made soap, fntnss, saddles, blanloets and some Catm implernarts. 1846-Mitdrad Murray and Jeremiah Pallor; with his familg arrived ac 186c Mission San Jose. Thry had boon parr of the Donna Party but had left it at Fort Bridget. _ _, 1845--CaGforma governed by the •Unioed State. 1849--Gold Disoovernd. 1850--Califoraia botanic a Stan. 186: 1852-Murray and Fallon, back fiom the gold mines and dcsiring a permanent homesite, came ro Dublin and bought 1,000 aars of 186 land from Amador. Each built a home for his family. Thcse houses 186 were of wood in contrast to the earlier vallry dwellings of adobc. 1853-Janice Witt Dougherty and his parmq William Glaskin, bought 187 10,000 aa~a of land from Amador for $22,000. The Dougherty Gamily livcd in fire Amador adobe for sonic years. 187 1856-The original Murray School was established on Flanagan Lane. Attendance averaged 50 pupils. 187 1858-Edwin Horur, William Murray John Martin, J.F. Knipp and Robot Graham moved to Dublin and rented hnd from DotrghertR Thry tarred grain, having been inspired by the success of Robert Livermore. 1859~c Raymond's Catholic Church was complcted. Ic was situated 18; on four aces ofland donated by Murray and Fallon. Tom Donlon, a young Irishman, who was working on the churckr, Fell horn the 1& roof and was killed. His burial marked the formal csEablishmerrt of tlx arneorrK although people had ban buried in the ch~r- chyard for years. 1860-Dedimtion of St Raymond's Catholic Chturh. John Gwen opened his General Store. The Amador Hotel was built and became the 1S ~PP'ng place for the stagecoaches that ran between Oakland and Stockmn and between Martinez and San Jae. 19 1861-Michael Murray was an eatiy Supervisor of Murtay TowrLShip. Cavil War began. ( 1S 1862-James Wier Douglrerty built an inn which he natned Doughert}~s Station. _ 15 24 ~ ~ Yt,sa~rr l some facrn John Gran putthased Murray's property and Murray moved m ~ San Frattacco. ' ~ arrived at 1863-A large earthquake oaurred on the Calaveras Fault which ternds ~ . but under when the Amador adobe was built •- try 1864-James Witt Dougherty but7t a flame dwelling m eeplace the two story adobe which was damaged by an eardtgttake in 1863. 1865-The fast wedding performed in Sc Raymond's Church united Miss Ellen Fallon (daaghta of Jeremiah) aced Mc William Tcha,t. Civil war ended. 1 desiring a 1866-Murray School District established on June 5. ,000 aass of These houses 1867-James Witt Dougherty domood four aacs of land ro Archbishop tgs of adobe. Alemany for use as a cemetery. askut, bought 1870-Dougherty bought mote land giving him over 17,000 antis. ~ DO~~ 1871-Peter Rasmussen emigrated fiom DestmarlS one of a wave of Danes who emigrated during this time. ~gaz' ~1C' 1878-By this time Dublin had a school, a chutrh, Sunday sclwol, two hotels, a general store, a harness shop, a shot shop and a g Knapp and blaclamith shop. The official census showed that these we=e still i land from 110 Indians living in Muttay Township. The mme "Dublin" 1 by die success appeared on map #7 in Thompson & Ways °I-iisrorical At1ac of Alameda Counry.^ It was siiuated t.TomDonloq 3t., fell from the d esrablishateat ~.ed in the chur- m Greece opt I._. and b~ ~ atvvextt Oal:latd f~ iuaay Towasbip, med 1879-James Witt Dougherty died. He owned over 17,000 aars (more than the origirsal grant to Amador). 1880-Vallry swamp lands drained. A belfry was added m St. Raymond's Church which was now under the supervision of Fti Patrick Power of Se Michael's Catholic Church in livatQote. 1895-John C. Bonde ame m Dublin from Denmark via Mc Eden. He operated the Dougherty Station Inn for 25 years. 1906-John Nexit bought the Amador Homestead from the Dougherty estate. 1910-Dublin postmark was discontinued. The Down was doomed by the muting of the western Pacific Railroad. 1914-Pttcr Rasmussen built a cottage whict- was oo boootne the last fazm in Dublin. 25 Y:rgttua Sntitfi Baenctt World War I begaa in Etttope. 1915-The Nedt family moved inm the old Dougherty home. The last Irtdiatts left the valley and moved m Sonora. The Dublin Crarage vPas built on the soudt side of Dublin Blvd. 1917 T7x United Staons entered the vvat in Europa 1918-World War I ova 192~fienry Bevilagaa Mme m Dublin, and with 1VIz Bertola, suaadcd i4it Bondc az proprietors of Doughert}~s Station. St Raymond's Churdt was amensivdy repaired. 1930-Road in front of Gtern's Score was widenod. The Stoclaon m Dublin segment of the Lincoln I~igitway 50, built 1934-Dublin now had a school, a thatch, two hotels, a grooay store, a blaciamith shop, five gas stations and a h'brar}t Dublin Boulevard, theft called the Lincoln Highway, vcas linod on both sides with businesses.. 1938-St Raymond's Church aelebratod iu 80dt birthdaX World War II began is Europa 1941-The United States enterod the war . 194-Camp Shoemaker waz activated by rite War Deparanent on the east side of Dublin. 1943-The U.S. Navy built Camp Parks az a Coastntction Battalion Training Bass - 1945-WWII ended. 1947-Barnes Rita Rehabilitation Center waz opened by Alameda County az the &rst fadlity of this kind in the Comtg The facility occupied U.S. Governmcit surplus propertg which used m be fix U.S. Navy Brig on Camp Parks. 1948-Dublin Branch library was discontintxd- 1951-Paris Air Force Base was activated by the U.S. Air Force at Camp Parlor. 195~Lawrcnte livemiore Laboratory was established. 19ti0-Vollc Mclain built San Ramon Tillage on Litrd that lnd bem part 'the holdings of James Witt DougltertR 196 196 ~, . 196 196 196 196 196 19t 26 ,..... ,,.~- ~..,..: L<ie-~:. r.~'+..~e..c :lam .e. _ ___ Z~rd:-'Y I~iirerlrt{i .S11A~1 ~67fALll Yrllaga i?fionacr, the newspaper later known as Tri-t~tlley Never, began publimdon. Tis-Tdrl(ep Ncros is no lodge being published. •• 1961-Dublin Grammar School was opined. Don's Resatuant, on what is now Dublin Squaw, burned, I blia Blvd. another landmark gone. 1962-Molly Donlon Cronin, granddaughter of John and Theresa Don- ' ton Croniq was baptized in Old St Raymond's Church which was opened especially for tine ocosioa ' ~00~ ~y~nd's 1963-65--The dtizans of Dublin faiicd in an atumpt to inoorporau the City of Dublin by a small margin. itocl~n to 1963-65-Pltasanton strip-anne~aod half t(ne Murray School Disaia inter their dry limits. ~ ' ,eery score, a 1964- Brighton School (portable) was opened in Aprii. n Boulevard, 1965-A campaign was latuxhed to save Old St Raymond's Catholic 3n sides with Church. Dublin Post Office was opened in the Shamrock Shopping Canter. i VVotld V9ac II Fallon School was oprncd in Junc 1965-John Knox Presbyterian Church moved ro their new building on Amarillo Road. I ttnnetnc on the 196E}-Murry School #3 was opened in January and Murray School #2 was given m the Vallry Community Saviors Disaia for a won gatalion recreation center. Nielsen School opened in April. Foremost Dairy Research Center opened. New St Raymond's Catholic Church on Shannon Avenue opened ,lamella County after meeting in a building on Parks AFB. facility OO~~ed Tine Old St Raymond's Cllnrch was given ro the Amador-Live- to be the U.S. ~ ~R ~allry Historical Soaery by the Oakland Dioose to Ix _. ceseoted and preserved. ~ Dublin PubGe library (potable) opened on Pormc Road in i ;u Force at Camp .. April Dublin Drive-in Theater opened. i. Kolb Paris the first park in Dublirs, opened. l tmt (nerd bem p~ ; i 1967-Motel Interstate SystertLS, Inc purchased land on Dublin Blvd. for ~. future development. Ptnehase induded Murry School #2. 27 ',: ~;:, YrBinia Smith Bexrrett - ~:. '; Fr,edetickscn School o pened in Februar . ; ~~, - ' y. Heuel Produces, Inc, opened on Dublin Blvd. west of Dubli ~ ~~r - ~' n Square. Old Murray home, later John Green s home, bumod. . .;:: 1975=8. ,: Interstate Highway 680 compltted. ~ 1968-Bcuo School opened. ~:: Lydiksen School opened. ~ ` Kodak Distribution opened on Alcosra Blvd and Vill I . age Parkway, Crown Chevrolet opened on Dublin Blvd. 1969--Cronin School opened. ~ Dublin Indoor Theater opened. Dublin High School oprned on Villagc Parkwa I y. 1970-Old St. Raymond's Church received a new steeple as part of the ~ restoration, along with coverage by the loaf telcvision station. Bosco School children chose the namc °`Donlon" for their schools 1979-T pcrmanent namc in honor of Tom Donlon. Dublin Post Office moved into new and larger quarters on Village Parkway. 1980-C Dublin Public Library moved into la ua Parkway rger q trots on Village 198~I Frank McCluskex Lord Mayor of Dublin, Iieland and his wif - , , e visited Dublin, California, their sister city. 1986-5 1971-Dr. Charles Fisher visited Dublin, Irtlarrd, cepresarting the Jaycees. Wells Intttmediatc School opened. 1988-T Mcrvyn's Deparmrent Store opened. Vallry Christian Church opened an elemcntary school in a surplus school building, i 1973-Howard Johnson's Motorlodge opened in Dccembez ~ . VCSD Shannon Community Center Park opened in September. 1 1974=Dublin votcts created a special Libruy District to provide larger quarters forthe Dublin Public Librrry. 1989-P Dublin Swim Center opened on Village Parkway. 1989-T 28 YrBinia Smith Brnncrt The United States Department of Justice opened a Federal Correctional Institution on a parcel of land on Parks AFB. ~P Dublin 1975-Bay Area Rapid Transit buses began feeder service from Dublin, Pleasanton and Livermore to Hayward and Bayfair sta- J tions.Westem Electric announced plans ro dose. Roller skating rink opened in original Safeway Store building on a Amador Valley Blvd. Ice skating rink opened in a new building on San Ramon Road. The Dublin Historic Preservation Association was formed by ~ Parkway .g concerned aauns to save the Old Murray School, which was in the path of Interstate Highway 580 widening. The CaGfomia Department of Transportation donated the building to the ~ D.H.EA. and on November 25, moved the school building to leased propert}S next to Old St. Raymond's Church, in the Dublin Cemetery The area was designated the "Dublin Heritage Center" arc of the at that time. y M Sion station. 1979-The Dublin Public Library moved to new and larger quarters orf icir ~~~ Amador Vallry Blvd. 1980--('amp Parks deactiva[ed, rnrctivatcd as Parks Reserve Forcrs Train- --s on Village ing Atea. ~ 198?~DubGn became an incorporated dry upon the vote of the People. Verge `~ ens on Vallry Christian Church opened a High School at their campus t ,1 on Dublin Blvd. and his wrfe nd 1986-St• Raymond's Catholic, Church opened an elementary school at W , ay. their crmpus on Shannon f ~ 1988-The elementary and high schools were unified undo the Dublin rgtheJay~ Unified School District. • Dublin ScniorCenter oprned in the old Fallon School multipur- post room. school in a surplus •° The City of Dublin assumed control of the Dublin Sports "` Grounds and Shannon Community Center. ;ember '• Kodak Distribution Center dosed. er1ed in Sept~~ 1989-Alameda County opened a new Correctional Fadliry on Camp o Provide largo . ~ Parks, replacing the old faaliry which had opened in 1947. ' "~. 1989-The new Civic Center for the Ciry of Dublin was opened on ay. -, Y Dublin Boulevard. ~._ 29 30 Yrrgixia Sniirb Benrrcnc 1991-Shannon Community Center completely remodeled and landscaped. 1992-Tenth a~~ry of the incorporation of the City of Dublin. r. r 5° s ~rt w' J ~' ~C~_s,. ,J !ed and I' k' Dublin. C O 0 D Y 8 3 uu u W O C .o V A L O L ~ ~ L H O. `F~ .5 u 3 `~ O C .~ O o .h y ~ A C v p u ~ O -'~ ~ .~ ~, L L .. O N b ~ A W Y .~y Q1 Y ~. _ Q ~ 1..1 ,~ ,~: 0 ~~~~. A ~~ ~ ~~~~~~Q d ~~~~~ ~~~3 ~~8 aq o ~~d ~ ~ .o ~ o u 0 B ,~~c o, n ~~ o 0 0 ,9 q~~ °; 13. B l I ®; Environmental Data :Resources, Inc. The EDR Ractiu~ Map ~eeEheck~ San Ramon Center- Hwy 680/Alcosta Sfvd/San-Ramon .Dublin, CA 945fi8- Inquiry Number~741735,4s March O5, 2002' source ~a~ E.r~vironmental ftisi<agement Data 3530- Post Road . wort, Connecticut 06490 Nationwcic~e Customer Service Telephone: 1-800=3~2-0050 Fax: ~ 1-800-231-6802 Internet: www.edrnet.com TAB6E OF CONTEDLT~ SECTION PAGE Executive Summary------------------------------------------------------- ES1 Overview Map----------------------------------------------------------- 2 Detail Map-------------------------------------------------------------- 3 Map Findings Summary---------------------------------------------------- 4 Map Findings-------------------------------------=---------------------- 8 Orphan Summary--------------------------------------------------------- 28 GovemmentRecordsSearched/Data Currency Tracking__________________________ GR-1 GEOCHECK ADDENDUM PhysiealSetting Source Addendum___________________________________ _______ A-1 Physical Setting Source Summary.___________________________________ _______. A-2 Physical Setting Source Map---------------------------------------- -------- A_7 Physical Setting Source Map Findings.________________________________ _______ A-8 PhysiealSetting Souree RecordsSearched_____________________________ ________ A-16 Thamt-you /or your 6uslness. Ptease coated EDR at 1-800-352-0050 with any questions or comments. Disclaimer Copyright and Tsademerk Notlce This report contains inlormabon obtained Irom a vanery of public and odxr sources. NO WARRANTYEXPRESSED OR IMPLIED, 'IS MADE WHATSOEVEKlNCONNEC710N WriFfTHISREPORT. ENVlROI{OLfEMAL DJITARESOtIRCESJAIC. SPECIFICALLY -DISCtAfb}3 FHEMAIfING OFAAtKSUEHWARRAN7lES INCLUDING WFTHOUTLIMlFAIION; MERCHANTABILITYOR FITNESS FOR APARTICULAR USEOR PURPOSE ALL.RISK IS ASSUMED BY THEUSER- IN NO EVENT SHALL EDR BE UABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WrrHOUT LIMrrAT70N, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR E~MPlARY DAMAGES: rtenfs mpyrigM200} byEmiromnerttal DataRemuroes Inc All rights reserved: Reprodauionin any media or Iorma4 in whole oCany reportormap otEnvironmental DafaR~erv~m ,Inc,.or itsalfiliates, is prohibited a~hout prior written permission. EDR and the edr logos are trademarks of Environmental Data Resources, Inc. or its afi/ia[es. All oMer vademarks used herein are Ne Property o1 their respective owners. TC741735.4s Page 1 EXECt1TW~ SUMM~tRY A search of available environmental records was conducted by Environnrenta{ Data Resources, Inc. (EDR). The report meets the govemment records search requirements of ASTM Standard Practice for Environmental Site Assessments, E 1527-00: Searoh distances are per ASTM standard or custom distances requested by the user. TARGET PROPERTY INFORMATION ADDRESS HWY680/ALCOSTA BLVD/SAN RAMON DUBLIN, CA 94568 COORDINATES Latitude (North): LoogituQe (West): 1JNiven;aPTranverse Mercator. UTM-1F(A4eters): . UTM Y (Meters): 37.722960 - 3T 43' 22.7" 121.941640 - 121' S6' 29.9" Zone 10 593273.3 4175399.8 USGS TOPOGRAPHIC MAP ASSOCUITED WRH TARGET PROPERTY TargeYProperty: 2437121-F8 DUBLIN, CA Source: USGS 7.5 min quad index TARGET PROPERTY SEARCH RESULTS The target property was not listed in any of tli~ databases searched by EDR. DATABASES WRH NO MAPPED SITES No mapped sites were found in EDR's search of available ('reasonably ascertainable ") govemment records either on the target property or within the ASTM E 1527-00 search radius around the target .. property for the following databases: FEDERAL ASTM STANDARD NPL ......................... ~letional Pdodty List Proposed NPL_______________ _ Proposed National Priority List Sites CERCLIS ..................... Comprehensive Environmental Response, Compensation, and Liability Information S stem CERC-NFRAP_ __ _ _ _ _ _ _ _ __ _ _ __ y CERCLiS~ No -Further Remedial Action Planned CORRACTS..._......_______. Corrective Action Report RCRIS-7SD .................. Resource Conservation and Recovery Information System RGRISLIIG__________________ ResourraCorv<?tiat~~~ and Recovery Information System RCRIS-SQG .................. Resource Conservation and Recovery Information System ERNS________________________ EmergencyResponse NotificationSystam STATE ASTM STANDARD ~~AWP_________________________ Annual Worlcplan Sites eaa'-6ites._----------•--. ._.. ealsitesDatabaaa - . CIiMIRS __,_..... .._.Califomia a=~a.n.;,,~ Material Incident Report System NoBfy 65_________________ ____ Proposition 65 Records TC741735.4a E%ECUTIVE SUMMARYI EXECtt~WE 3t1MMARY Toxic-Pits ....................~oxic Pits Cleanup Act Sites SWFILF_-~___________________Solid Waste Information System -WfMt1DS/SWAT ...............Waste Management Unit Database CAHOND EXP_PLAN,_._. Bond Expenditure Plan CA FID UST .................. Facility Inventory Database FEDERAL ASTM SUPPLEMENTAL CONSENT ................... Superfwd (CERCLA) Consent Decrees Rnn __________________ Records Of Decision -Detisted-NPL ................ NatiorratPriorityLis4Deletiens- FINDS ........................ Facility Index System/Facility Identifiption Initiative Program Summary Report HMIRS ....................... Hazardous Materials Infnrm~r' RepodingSystem. MLTS._.. ............. Material Licensing Tracking System -NIINES ................~ ..... Mines Master Index Fle NPL Liensv ................. Federal Superfund Liens -AABS ........................ PCB~Acfivity_Database System RAMS.. ............ .......... RCRA Administrative Action Tracking System TRlS ......................... -foxic-Chemical Release Inventory System TSCA ....................... Toxic Substances Control Act F7=TS------------------------- ~F7FRA! TSGA ~Traeking System -fIFRA (Fede21 ~Insectidde, Fungicide, & . Rodentiade Act)(TSCA (Toxic Substances Control Act) STATE OR LOCAL ASTM SUPPLEMENTAL AST .......................... Abovegnwnd Petroleum Storage Tank Facilities CL.F-ANERS. _ _. _.... _~_ _ _ _. Drycleaner Faalities CA WDS ............... ...... Waste Discharge System EDR PROPRIETARY HISTORICAL DATABASES Coal Gas ............ ......... Fortner Manufactured Gas (Coal Gas) Sites SURROUNDING SRES: SEARCH RESULTS - Surrounding sites were identified. Elevations have been detamrined from the USGS t degree Digital Elevation'Model and should be evaluated on a relative (not an absolutel basis. Relative elevation information between sites of close proximity should be field verified. EDR's definition ofa site with~an-elevatioTl~vqual.to..the.targetproperty inGudes_a_tolerattraoL+(_ tQ[eeLSiteswith an elevation equal taor higher than the target property have-beerdifierenfieted~below from sites witlr-en-e{evefion iorverthan~the target property (by more than 10 feet). 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 ltallcs are in multiple databases. Unmappable (orphan) sites are not considered in the foregoing analysis. STATE ASTM STANDARD CORTESE: Lhis-database-identifiespublic drinking water+~veBS with~deteslable-levek of contamination, hazardous substance sites selected for remedial action,. sites with known toxic material identified through the abandoned site assessment program, sites with USTs having a~r@portable release and all TC741735.4s E%ECUTVE SUMMARY 2 EXECtt~tVE StfMMIkR1P solid waste disposal facilities from which there~is-knownmigrefien. The source is the California Environmental Protection Agency/Office of Emergency Information. A review of the'Cortese list, as~provided tiY Et)R;-has~eveated that7here are 8 Cortese sites within approximately 1 mile of the target property. . F-0uaVFiigher Elevation e.fn.°=° -0ist I Dir Map ID Page CHEVRON 2T3205ARYRRMONVRLLEY 1/8-1I4NNW C13 13 LABORERS-TRA1NfNGCENTER 27321`SAN'RAMON'VAttEY f/8-1/4NNW-Ct4~ t4 .Lower Elevation na.rr°°° -0ist /Dir Map ID Page BP'O1L'COMPANY 8998-ALCOSTA-BLVD i/4-1/2ENE 17 16 EXXON 9098 ALCOSTA BLVD ~ ~ 1/2.1 NE 18 19 EASTMAN KODAK COMPANY REGL D/S 9100 ALCOSTA BOULEVARD 1/2 - 1 NE 19 20 PACIFIC BELL 9768 BROADMOOR DRIVE ~ 1/2- 1 NNE ZO 23. JOHAPISEAt; W&LIAPhC. 7961-SERENA- 1/2 - 1 SSE 21 26 CHEVRON 9401 VILLAGE PKWY 1/2 -1 ENE 22 26 LUST: The Leaking Underground Storage Tank Incident Reports contain an inventory of reported leaking underground storage task irwideRts. The~aEa.riorne kem#e~State Water Resources Control Board Leaking Underground Storage Tank Information System. A review ofthe LUST fist, as plovidedbyfDR, and dated t)'1f17}2002 has revealed that there are 3 LUST sites within approximately 0.5 miles of the target property. EquaVHigher Elevation Address Dist /Dir _ ~P ID Pape 'CHEVRON 21320SATd-RAMON~VALLEY 1/8-1/4NNW C72 12 LABORERS TRAINING CENTER 21321 SAN RAMON VALLEY 1/6 - 1/4NNW C14 14 .Lower Elevation ewdro°° .Dist/Dir Map ID Page BP OIL COMPANY 8998 ALCOSTA BLVD 1/4 - 1/2ENE 17 16 UST: The Underground Storage lank database corNairls segisierecl USTsUSisareregWated under Subtitle .l of.tha Resource Conservafion and Recovery Act (RCRA). The data come from the Slate Water Resources Control Board's Hazardous Substance Starke Container Database. A review of the UST list, as provided by EDR, and dated 01/17/2002 has revealed that there are 2 UST sites within approximately 0.25 miles of the target property. EquaI/Hlgber.FJevation oddm°° Dist I Dir Map ID Page ALCOSTA-SMELL1K20~22277-04Ht ~99~SATLRAMONRD~ 0-1/8 W A7 6 CHEVRON #93831 21320 SAN RAMON VALLEY 1/8 - 1/4NNW C11 12 HIST UST: Histodpl UST Registered Database. A reviewof-the HIST UST tisi,asprovidedbyED&,arul dated 38ftSF3990 has revealed that there are 3 HIST UST sites within approximately 0.25 miles of the target property. F^^-. '!rHtg-^h°rFlevatton e'~'+~°°_ - . -0ist /Dir Map ID Page "ACCOSFA SF1ELt ~E9995A70liAMOT~FRD~ - 0 - 1/8 W A2 6 LABORERS TRAINING CENTER 21321 SAN RAMON VALLEY 1/8 - 1/4NNW C8 9 TC741775.ba EXECUTIVE SUMMARY 3 . EXfCt1T1VE-StIMNt/kRlf Equal/Higher Elevation 93831 Address 21320 SAN RAMON VALLEY Dist/fir Map 1D Page 1/8-1/4NNW C10 11 STATE OR LOCAL ASTM SUPPLEMENTAL CA SLtC: SLIC Region mmes from the Cal'rfomia Regional Wa[e( Quality Control Board. Flraview-ofthe CA SUC list, as provided by EDR, has revealed that there is 1 CA SLIC site within approximately 0.5 miles of the target property. EquatlHigher Elevation Address .Dist /Dir Map ID Pape 'HARVEY'S DRY CLEANERS'Ft3RMER 8917 SANRAMON BLVD' 0 - 118 SSW B4 7 HAZNET: The data is extracted from the copies of hataWous waste manifests received each year byEhe-DISC. The-annua~volurrae-o€manifesisistypiealty~700;000-x,000,000 annually, representing approximately 350,000-SOO,ODD shipmenLS. Data from non-Galifomi~ manifests 8 continuation sheets era. not inGuded aL1he present time.. Data are. from the. manifests submitted without correction, and therefore many contain same invalid values for data elements such as generator ID, TSD ID, waste category, & disposal method. The source is the Department of Toxic Substance Control is the agency A review of the HAZNET list, as provided by r=nR has revealedJbatlhere are 5 HAZNET sites within approximately 0.25 miles of the target property. F-0ual/Higher_FJevatinn e~a~« Dist /Dir Map ID - Page SHELL - 8999 SAN RAMON ~~ ~ 0 - 1/8 W A3 7 'HA~RVEgg ONEHOUR-CLEANERS ~E917 SAN'RAMON'RD 0-1/8 SSW BS 6 CHEVROft93&3-1~ 2}326 SA#RRMOPF~VA6LEX- 1/8-1I4NNW C9 10 FAMILY CHIROPRACTIC 21314 SAN RAMON VALLEY 1/8 - 1/4NNW 015 15 MARIA WEBBER 21310 SAN RAMON VALLEY tl8 - 1/4NNW C76 16 SL:Lista.irtcWdeasitec fraat lhe.Urvlarground T~akP+o9raat, Fiaxardaus YYaste Generator Program & Business Plan 12185 Program A review.of the CONTRA COSTA CO. SITEIIST list, asprovided hy~DR, has revealed that there are 2 CONTRA COSTA CO. SITE LIST sites within approximately 0,25 miles of the target property. F-0uaUHigher Frwa~r~~ Aa~p~= moist /Dir Map ID Page 'LABORERS-?RAtNING~CEtdTEd2 -- XrESTS(DEl1}2-1i30t ~ 1/B - 1/4NNW C6 CHEVRON #93831 SAN RAMON VALLEY BLVD 2 1/8 - 1/4NNW C7 TC741735.4a EXECUTIVE SUMMARY4 ~y~LLTy~,~~ ~' `fin i .. .. CACl.L 7LYCJU11gJY1J~iR~ .. Due to poor or inadequate address information, the follgwing sites were not mapped: Site Name FARKSRESERVE FORCES TRAINING AREA ~EQU110N~ ENTERPRISES LCC SANTk RFTk CE~RAL-PARCEa_ DUBLIN CIVIC CENTER LLICKY.CDRP. (..LL.P SBLDG-} C+IEVRON STN. #95542 95542 MICRO.DENTAL LAB US ARMY_PARKS RFTA PARKSRESERVE FORCES TRAINING AREA NfCA-DMT;INC SHEA HOMES J, PATRICK LAND COMPANY. -~ERf ORMANCE AUTiNu1T1VE ST MICHAEL INVESThhEN-TS- DUBLINUNIFIED SCHODLDLSTRICT TRLVALLEY VETERINARY EMERGENCY DUBLMf UNIFIED SCt+00t C11STR1CT DtMtTRIO3PAMFTINfr- SECURITY CAPI7AL PACIFJC TRUST ALAMEDACOUNTY GENERALSVS. ALAMEDA~ COUNTY 6ENERAt SVS LIVERMORECYCLERI~~ .SLEEP SHOP LTD CHEVRON 95542 . ~PBG DEf1LfRSHIP/A60NAUTiiOLilIN6S Nd COLOR-MEBIk- .CUSTOM PHDTOGRAPHIC SERVICES_A 1 lM EI]11lNOX PRESS .. -PINNACLE COMPOSIT$OLUTKNdS BIEjE1NC ..CHARTER COMPANY P G8€CAMP. PARKSFACILITY. UNIT£D6REEN MARK MILLER_CHIROPRACTIC TRI VALLEY BUICK PONTIAC GMC SANTA RITA PROPERTY-?ARCEL 78 DOUGHERTY BOOSTER STATION Database(s) Cal-Sites, AWP HAZNET, Cortese Cortese, LUST llST UST. UST HIST UST HAZNET HAZNET HAZNET HAZNET HAZNET HAZNET HAZNET HAZNET HAZNET HAZNET HAZNET HAZNET HAZNET HAZNET HAZNET HAZNET HAZNET HAZNET HAZNET HAZNET HAZNET HAZNET iiRiNET HAZNET HAZNET HAZNET HAZNET HAZNET RCRIS-SOG, FINDS CASLIC . CA SLIC TC741735AS EXECUTIVE SUMMARY 5 OiEtlt~~ Itlk/~~ 7~t73~:4s --f~osewood: €s~gineerin9 ~~~~ ~ ~YI e~ ~ ~ ~ ~ ~ I .. \~ \ \ \ / .' i ,, v ~ ~~ ;... ,/ .~ ::! /~' \\ ~ y/ f ~ i `I ~~ ~ - ~ \ , ,~ . __ ~~~ _- ~ ~ ~.~ ;~ ~:: ,, ,~ ~, ~~ I ~ ~ ~ -- ~ ~` ~ r_ ~ i ~% , ~ ~! ~ ~ ~.~ i _' ~'` ~ ~" \~ 11 i `.\~ ~. ~- ~ ~ ,~~.; --~ ~ -, :;, ,, ~ ~ ~ ~ O tI1 ~ fO 1 YIW .. ~o~ya.. ...w„y • Sites at"e[avat~¢fdgher ttcrn ar equzl to tlra Wgat property • Sites at etavaEarrsfower than . the targe[property 1 Coal Gasification Sites' National Priority List Sites Landfill Sites . i I1~ ~J Poweri2rL4nLS9onI~ ~~ RmasoFF.orrcem N Oil &~GaSpipalcres- 100-year flood zone 500-year flood zone Q Wetlands TARGET PRDPERT`F SanRarrton Certttm Ct1STtJMER ' Ras'ewaod £mgineering ADDRESS: ~ FNry-S80/Alcosta B1Vd/5an Raman ' . CORRdCT: .MS CherylCh~Lac CITVl3TATElDP: Dab1InCA 94568 ~ INQI}IRY R: 7417354tt LAT/LANG: 37.7230! 121.941 fi .DATE: March O5, 2002 12:45 pm * Target Property ~ Sites at elevati0nstugtur tAan or equal to the. target proper~r • Sitesat elevacons Iovrer Run the target property l Coal Gasification Sites Sensitive Receptors National Priority List Sitsa Landfill Sites P int tT td Y14a a ~J Pcner traramission tirres ~ Ness olCrncem p /~/ Oil&Gaspipelines 0 t0t7-year fldod zone ® 500-year flood zone TARGET PROPERTY: SanRarrronCertter CUSTOMER:. Roseyvood£ngirret:ring ADDRESS: .Hwy 680/AkosTaEWd/SanRamOn .CORfTACT: 6RSCheryfChesta~ CfTY/STATEFdP: Dubgn GA~94668 {tt10U1F1Y iR: 741735.4&- LAT/LIItyCi 37.723 / 121.9416 DATE: March O5, 20Q2 12:46'pm - MAP FINDINGS SUMMARY search Target Distance Total Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 12 1/2 - 1 > t Plotted FEDERAL ASTM STANDARD NPL ~ 1.000 ~0 ~0 ~ 0 0 NR 0 Proposed NPL 1:000 0 0 0. 0 NR 0 ~ERCL-ts osoo ro D -o -N1z -rvR o CERC-NFRAP 0.250 0 0 ~ NR NR NR 0 ~CORRACTS 1.000 ~~0 -0 ~0 0 NR 0 RCRISTSR 0500 0 0 0 NR NR 0 RCRIS Lg: Quan: Gen. -D:250 U b 7VR NR NR 0 RCRIS Sm. Ouan. Gen. 0.250 0 0 NR NR NR 0 ERNS TP NR NR NR NR NR 0 STATE ASTM STANDARD AWP 1:000 0 0 0 0 NR - 0- Cal-Sites - 1.000 0 0 0 0 NR 0 CHMIRS 1,000 0 -0 -0 0 NR 0 Cortese 1.000 0 2 l 5 NR 8 ' Ndtify65 ~~1~00 -D '0 ~ -D 0 NR 0 Toxic Pits 1.000 0 0 0 0 NR 0 State Landfill -0.500 ~ -0 ~-0 -0~ NR NR 0 WMUDS/SY~AT~ 0.50D - 0~ 0~ q NR NR 0 LUST ~ -0:5110 0 2 1' NR ~ ~NR 3 CA Bond Exp. Plan 1.000 0 0 0 0 NR 0 UST 0:250 9 9 i1R NR NR 2 CR FID UST ~ ~ 0.250 6 ~ ~ 0- NR NR NR 0 HIST UST 0.250 1 2 Ntj NR NR 3 FEDERAL ASTM SUPPLEMENTAL ' CONSENT 1,000 0 0 0 0 NR 0 ROD ~ 1.000 6 0~ D 0 NR 0 Delisted NPL 1.OD0 0 0 0~ 0 NR ~ 0 FINDS ~ ~ TP NR NR NR NR NR 0 HMIRS ~ TP NR NR NR NR NR 0 MLTS~ TR NR~ NR~~~ NR NR NR .0 -""MINES D250 U ~ NR NR NR ~ 0 ...NPL Liens TP NR NR NR NR NR 0 PADS TP NR WR Nii-_ NR. P1R - 0 RMTS- ~- TP tJR~~ NR~ N~2 NR NR 0 TRIS ~ TP NR 'NR T7R NR NR 0 TSCA .. TP NR NR NR NR ~ NR 0 FTTS TP NR NR ~ NFj NR NR 0 STATE OR LOCAL ASTM SUPPLEMENTAL AST -TP NR NR NR NR NR 0 CLEANERS 0.250 0 0 NR NR NR 0 TC74173S.4s Page 4 MAQ f INDINGS Si1MMARY Seazch Forget Distance TtHat Database Property (Miles) < 1/6 1/8 - 1/4 1/4 - 12 1/2 - 1 > 1 Plotted CI><WBS~ TR NR NR NR NR NR 0 CA SLIC 0.500 1 0 0 NR NR 1 HAZNET 0.250 2 3 NR NR NR 5 Contra Costa Co. Site List 0.250 0 2 NFi NR NR 2 EDR PROPRIETARY HISTORICAL DATABASES Coal Gas 1.000 0 AQUIFLOW -see EDR Physical Setting Source Addendum TP = Targel Property NR =Not Requested at this Search Distance ' Sites may be listed in more than one database 0 0 0 NR 0 TC741735.4s Page 5 MaR 10 MAP FINDINGS DireGion Distance Distance (ft.) EDR ID Number ~Etevatlon Site Database(s) EPA ID Number Coal Gas SRe Search: No site waa found in a search of Real Properor Scan's ENVIROHAZ database. Al ALCOSTA SHELL#2042277-0451 West 8999 SAN RAMON RD < 118 DUBLIN, CA 94588 198 Hlgher Site 1 of 31n cluster A USI bt~.nw~ County: -Region Fatdlity Id Total Tanks Contact Name PermirDater Storegs lank Adtln B811d_ ' Fac8lty Owner State Number Underground Tank Fee App9ta8orti3ate Taak.NUather ~FailitYFele C~e,geary Dayr~e Number Emergency Night Nymher EaaBgr. Status.:. Stelead ~Y: System Edit: .Last arspeaion Bill Date Flag Irrs'pector.. . 'Letter Flistory :~ Permit History.: ALAMEDA 4110 4 Can A. Cox Not reported 8999 San Ramon Rd TB1121 Shell Oil Company P. O. Box 4023 Concord, CA 94524 24914 Not reported 12117/93 8999 928-0820 415-828-4820 415-83fl-2529 C Not reponed 12/17FJ3 Not reportetl -0- 5/18193 12/1/93 JNS P1ewRegsB/92; 4-USI Peunitted_Old state sumh date 3/30/88 AZ ALCOSTA SHELL West 8999 SAN RAMON RD < 118 DUBLIN, CA 94588 198 Hlgher~ Site 2 of 3 In cluster A UST HIST: Fadliy ID: 24914 lank Num: Y Tank Capacity: 10000 Tank USedfor_ PRODUGT. Type bf Fuel: ~ 'DIESEL Leak Detection: Stock Inventor, GW Monitodng Well Contact Name: ~CAAL$ JANf,OK TomLTaoks_ 4.. Fadliry Type: 1 FadliryJD: .24914 Tank Num: 2 Tank Capacity: 10000 Tank Used for. PRODUCT UST 0003802017 NIA HIST UST 0001597962 NIA Container Num: 1 Year Installed: 1983 FanlFCensevCtiort: 7/4 inches Telephone: (415) 828-4820 Region: STATE ONer Type: Not reportetl Container Num: 2 Year Installed: 1983 TC741735.bs Page 6 Map ID Direction Distance Distance (fl.) Elevation Site MAP FINDINGS EDR ID Number Database(s) EPA ID Number ALCOSTASHELL (Corrtlnuad) ~ 0001597962 Typaof Fuel PREMIUM Tenk COasrNChOa: t/41nMes Leak Datec9on: 6toolc NNeata. G41lL9Am9creag.WdL CoMaet Nam CARL &JAN-COX - Telephone: (415) 828-4820 Total Tanks: 4 Region: STATE Fagliry Type: 1 Other Type: Not reported Fadlity.ID: .24914 Tank Num: 3 Container Num: 3 Tank Capacity: 10000 Year Installed: 19&3 Tank Us¢d for- PRODl1E'f Type-d F~eek~~ REGULAR Tank ConsWCtion: ll4 inches Leek Dateetian Stoekirwentor, GW Moaitedgc} Wek Contact Name: CARL& JAN CDX Telephone: (415) 828-4820 TctaLTanks: 4 Region: STATE Faaliry Type: 1 ~ ~ Other Type: Nat reported Fad9ry ID: 24914 Tank Num: 4 Container Num: 4 Tank Capacity: 10000 ~ Year Installed: 1993 Tank USedfor.~ 'PRODUCT Typo of Fuel: UNLEADED Tank Construction: l/4 inctres Leak Detection: Stock Inventor, GW Monitoring Well Contact Nerve: CARLS JAN GO)( Telephone: (415) 828-4820 TotalTaaks_ 4 Region: STATE Fadliry Type: 1 Other Type: Not reported A3 SHELL HAZNET 5105126710 West 8999 SAN RAMON N/A <f/S DtlBGN,CR 94568 X99 /119her~ S{ta3-ot liaclustecA 84 HARVEY'S DRY CLEANERS FORMER CA SLIC 5103393989 SSW 8917 SAN RAMON BLVD ~ N/A < 1l8 DUBLIN, CA 399 H,gher Slte 1 of 2In cluster B SLIC Region 2: 'Facility H7. Q1S05Yt . . Region: 2 Fecilfry 6tatus: ~ Attire Staff: BG Last Site Updetet ~ 07/O7F}4- NPlStatus: 0 ~ ~ Discovery Date: CassList Sl1G Imaged: Dale Closed: ~Not~eparted ~ Cast Recovery: Abate-McHted: -Net reperte$~ ~ Substance: Case Type: ND Sample Date: Contamination: 0 Lead: 0 "'Cartrmina9orrtavel• Ilurmber`W MurrictpatWeLLs Confaminatetl by Site: 0 Number of Private Wells Contaminated by Site: 0 Sail Remo~21 Action TakenMeeded: Soil Removal or Contaminant Action Started: So9 Removal a ConEarninant Action Completed: On-Site Groundwater Extraction or Containment is Needed: Nat reportetl No[ reported Not reported No YES Not reported Nol reported TC741735.45 Page 7 Map ID Direction Distance Distance (ft.) Elevation -Site' .MAP FINDINGS HARVEY'S DRY CLEANERS FORMER (Continued) , OnSite Gmundwater Extraction or Containment Startetl: Off-Site Groundwater Extraction or Containment a Needed: ORSi[e Groundwater Extraction or Containment Startetl: Leng0i~oF CoMannneEion-Plume (Fee[): Depth of Contamination Plume (Feet): Wells Closed Due Ta Contamination of Site: Date of Wells Closure: Nearest PubllcorPrtvate-Ddnking Water Well (Feet): lhWerJmisdiction~af Lead AgencyDate:~ . LatiardelLon0itude: Flow Rate: Flow Date: Percent oPCornamhranesCon to inetl: Contaminant Type: EPA Id Stages of Silo fnvestigafiataPmcess Initiated: Begu n Elre2sterizatierF: .Completed ['e_r._ _ _ __ . BeguaEtemadutnon.^ Completed Remedialion: Submitted Remetlia[ion Plan: Approved Remediation Plan: Begon Firr4tRemedFah7lcaon: ComDttrted Final Remetlial Action: ' Fadliry Desc: ~ PROBABLY DRY CLEANING. Comment: NEW CASE B6 HARVEYS ONE HOUR CLEANERS SSW 8917 SAN RAMON RD <118 DUBLIN, CA 94568 38Q Higher Slte 2 or 2 in cluster B HAZNET: Gepaid: CAL000012875 Tepaid: IRC957100891 Gen Ccunty: 1 7sa county: 99 Tons: 19.3844 Category. Asbestos-containing waste 'Disposal Method: Disposal, Land FiII COnL3Ct: TULCHINSKY HARVEY ..7eiephone: (000) 000-0000 ' ' ~ MeilrtrgA~dress: 8917 SAN RAMON RD DUBLIN, CA.94568 - 1061 County 1 Gepaid_ CAL000012875. Tepaitl: CAT080013352 Gen County. 1 , Tsd County: Los Angeles Tons: 6.0465 Category: Unspecifietl aqueous solution Disposal Mehod: Recyclar Contact: TULCHINSKY HARVEY Telephone: (000)000-0000 MailingAtldress: 8917 SAN RAMON RD DUBLIN, CA 94568 - 1061 County 1 0!0 0 No No No No No No No Na EDR ID Number Database(s) EPA ID Number 5103393989 HAZNET 1000432194 N/A TC741735.4s Page 8 Map ID Direcbon Distance Distance (ft.) Elevation Site MAPfINDINGS HARVEYS ONE HOUR CLEANERS (Continued) Gepaid: CAL000012875 Tepaid: CAT080013352 Gen County: 1 . Tsdfounty: Los Angeles Tons: 6.T/62 Category: Unspedfied aqueous solution ~sposal Memod: Recycler Contact: TULCHINSKY HARVEY Telephone: (000)OOO~OOtxl MailingAddress: 8917 SAN RAMON RD DUBLIN, CA 94568 - 1061 CoeMy 1- CB IABORERS TRAINING CENTER NNW WESTSIDE DR 7001 118-114 SAN RAMON, CA 853 Higher Site 1 of 11 In cluster C Contra Costa SL: Fadlity lD: 06071 Telephone: (925) 828-6142 Region: CONTRA COSTA Pmgram Status: UST: Inactive HWG: Active B115P: Rcdve C7 CHEVRON 1{93831 NNW ~ SAN RAMON VALLEY BLVD 21320 118.114 SAN RAMON, CA 853 Hlgher Sita 2 of 11 in cluster C Contra Costa SL: Fadlity ID: 62517 Telephone: (925)829-2112 Region: CONTRA COSTA Program Status: UST: AcOve HWG: AcBve BUSP: Active C8 LABORERS TRAINING CENTER NNW 21321 SAN RAMON VALLEY BLVD 118.114 SAN RAMON, CA 94583 882 Higher Slte 3 of 11 in cluster C UST HIST: Fadlity ID: 6071 Tank Num: T Tank Capacity: 550 TaokUsedfoc. PRODUCI Type of Fuel: REGULAR teak t~tectlom. ~ 'None- Contact Name: B.T. KELLY 1000432194 CONTRA COSTA CO. SITE LIST 5104162327 NIA CONTRA COSTA CO. SITE LIST 5102262684 NIA Container Num: 2 Year Installed: 1972 EDR ID Number Database(s) EPA ID Number HIST UST 0001598589 NIA Tank Construction: Not repnrled Telephone: (415) 828-2513 TC741735.4s Page 9 Map ID MAP FINDINGS Oirecticn Distance Distance (k.) EDR ID Number Elevation Site Database(s) EPA ID Number 1A80RERS TRAINING CENTER (Contlnued) ~ 0001598589 Total Tanks: 2 Region: STATE Fadlity Type: 2 Other Type: NON PROFIT TRAINING Fadliry.ID: 6071 Tank Num: 2 Container Num: 1 Tank Capacity: 560 Year Installed: 1972 Tank Usedlor. PRODUCT Typaof FueF: ~ REGULAR Tank Conswction: Not reported Leek-Deteetiw+: Nora- . GantaC Name: . B.T. KELLY .Telephone: .(415)828-?513 TotalTanks: 2. Region:. STATE "Fadlity Type: 2 ~ 'Other Typo: NON PROFIT TRAINING C9 CHEVRON 93831 HAZNET 5103641835 NNW 21320 SAN RAMON VALLEY BLVD NIA 118.114 SAN RAMON, CA 94583 882 Higher Slta 4 of 11 1n cluster C HAZNET: Gepaid: CAL000031245 Tepaid: CAD986887418 Gen Counry: 7 Tsd Counry: 1 Tons: .7506 Category: Waste oil and mixed oil Disposal Method: Recycler Contact: CHERVON PRODUCTS CO Telephone: (925) 842-5931 Mailing,Address: PO BOX 6064 SAN RAMON, CA 94583 County 7 Gepaid: CAL000031245 Tepaid: CAD009452657 Gen Coua4c . 7 . Tsd County: San Mateo _ Tons: 2.2101 Category: Hydmprbon solvents (benzene, hexane, Stotldard, etc.) Otsposal MaNod: Recycler ~~ Contact: CHERVON PRODUCTS CO Telephone: (925) 842-5931 Mailiog.ilddress: PO BOX 6004 SAN RAMON, CA 94563 - Counry 7 Gepaid: CAL000031245 Tepaid: CAD009452657 ben-ConrKy. 7 Tsd County:. San Mateo Tons: 1.3552 Category: Hydrocarbon solvents (benzene, hexane, Stoddar4 etc.) t')IsposatMethod: RecyWer ContaG: CHERVON PRODUCTS CO Telephone: (925) 642-5931 MaiBmr~ddress: PO BOX 6004 SAN RAMON, CA 94583 County 7 TC741735.4s Page 10 Map ID Direction Distance Distance (fl.) Elevation Site MAP FINDINGS EDR ID Number Database(s) EPA ID Number CHEVRON 93831 (CorRlnued) 5103641835 Gepaid: CAL000031245 ~Tepaid: WAD991281767 Gen County: 7 Tsd County. 99 Tans: .7923 Category: Hydmnrbon solvents (benzene, hexane, Stoddard, etc.) DisposaFMethod: Treatrnent, Tank Contact: CHERVON PRODUCTS CO Tekpbooa (s2s).842~a1 Mailinq~,Atldress: PO BOX 6004 SAN RAMON, CA 94583 County 7 Gepaid: CAL000031245 Tepaitl: ~ CAO009452657 Gen County: 7 Tsd County: San 1Nateo Tons: 3.6904 Category: Hydreprbon solvents (benzene, hexane. Stoddard, etc.) OlsposaYMethotl: Recycler . Contact: CHERVON PRODUCTS CO Telephone: (925) 842-5931 MailmgAddress: PO BOX 6004 SAMRAMQIV-CA94683. County 7 The CAHAZ0IET dafahasmm~tains 6 additional records for this site. PlaasaamtacrywrEDRACmaMExecutive for more information. C10 93831 HIST UST 0001598570 NNW 21320 SAN RAMON VALLEY BLVD NIA Tl&ty6 'SAN RAMON; CA 93563 882 Higher Slte 5 of 11 In cluster C UST HIST: Fadlity ID: 62517 . Tang Num: t " Container Num: 1 Tank Capacity: 10000 ~ - Year Installed: 1972 TaMtFheA k>F ~ PRODUCT •. .Type of Fud: Not RnpOrled Tank Construction: 0000250 unknown Leak Detection: Stock Inventor Contact Nama: PATTERSON, YVONNE M Telephone: 415828835 TtltaYTanks- 4 ~ Region. ~ STATE • FadlRy Typo 1 ~ Other Type: Nat reported Fadliry_1D: 62517 Tank Num: 2 Container Num: 2 Tank Capacity: 6000 ~ Year Installed: 1972 7ankUseCior. ~ PRODl1CT Type of Fuel: Not Reportetl Tank DOn51NCtlOn: 0000250 unknown tack Dateetien: Steak-kweMOC .Contact Name: .PATTERSON, YVONNE LA Telephone: 415828835 TotaLianks_. 4 Region: STATE Fadlity Type: 1 ONer Type: Not reportetl Fadlity ID: 62517 Tank Num ~ 3 ~ ~ ~ Container Num: 3 Tank Capacity: 10000 Year Installed: 1972 TC741735.4s Page 11 Mao ID Direction Distance Distance (ft.) Elevation Site MAP FINDINGS EDR ID Number Database(s) EPA ID Number 93831 (Corrtinued) 0001598570 Tank Used for. PRODUCT Type of Fuel: Not Reportetl Tank Construction: 0000250 unknown Ceak Wtec0on: Stock Inventor ' Contact Nama: ' PATTERSON; YVONNENI - Telephone: 415828835 Total Tanks: 4 Region: STATE Fadlity Type: 1 Other Type: Not reportetl - FadGry ID:. fi2517 Tank Num: 4 Container Num: 4 Tank Capacity: 1500 Year Installed: 1972 Tank Used for. PRODUCT Type of Fuel: Not Reported Tank Construcbo n: 0000250 unknown teak DMecEOn~ Stoelr Invenfer .DOOIaG Name: PATTERSON, YVONNE M Telephone: 415828835 TotaLTankc. 4 Region: STATE FadBIy TYPE 1 Other Type: Not reported C11 CHEVRON #93831 ~ UST 0003784211 NNW ~ 21320 SAN-RAMON VALLEY BLVD ~ ~ ~ NIA 118.114 SAN RAMON, CA 94583 882 Higher Site 6 of 1 t In cluster C State UST: Facility ID: 762517 Total Tanks: 1 Region: STATE LaeaFAgensy; 7000. C12 CHEVRON LUST 5105030394 NNW 21320 SAN RAMON VALLEY BLVD NIA 118-114 SAN RAMON, CA 94583 882 Higher Site 7 of 11 In cluster C State LUST: - Cress StreeC ALCOSTA BLVD Dry leaked: Not reported t:asaNUmber 07-0062 '~. RegEoard: San Francisco Bay Region - Chemical: Unleaded Gasoline - Lead Agency: Regional Board . Locat Agency: 07000 Lase Typr... . . Other g~ water affected Status: Coua c Preliminary site assessment workpWn submittetl C at[aCo ta g . AbetaAlethed; ~ o s Ne AstionTakea--paactioapas-as-ygt been taken at the site RevievlDa[e: 877St1994 Confirm Leak: 6123/1994 Workplan: Not reported Prelim Assess: Not reported - -Polludon CAar. ~ Notwpoaed Remed Plan: Not reported Rertred Action: Nat reported Manitonng: Not reported Close Date: Not reported Release Date: 1 0 /2 311 98 7 Cleanup Fund Id :Not reported Discover Date : 1072311987 EMorcement Dt : 8!23/2001 Eof Type;. NaFSepoNetl. . Enter Date : 811711988 TC741735.4s Page 12 MaD ID MAP FINDINGS Direction Distance Distance (ftJ . Elevalion Site CHEVRON (Contlnued) Funding: Federal Funds Staff Initials: UNK How Discovered: Tank Closure How Stepped: Close Tank Interim : No Leak Cause: Unknown Leak Saurca: Unknown Local Case # : 93831 Beneficial: Not reported Staff : JGU MTBE Date : 111212001 MTBE Tested : YES Max MTEE GW : 383' GW Qualifies : Nat reported ' Max MTBE Soil : Not reportetl Soil Qualifies : Not reported Hydr Basin #: Not reported Operator : Not reported Oversight Prgm : UST Priority: Not reported Review Date : &2212001 Stop Date: 1012311987 Work Suspended iJ Responsible ParryBLANK RP RP Address: Nat reposed ' Global ld: 70601300059 Org Name: Not reposed Contact Person: Nbt reported MTBE Conc: 1 Mtbe Fuel: 1 Water System Name: Nol reported WelFidamer - Not reDOrtetl OislioGe To Lust: 9464.4480144791191542064935 Wash Oischarye Global ID:. Not reported Waste Disch Assigned Name: Not reported LUST Region 2 Regioo_ 2 Fadliry Id: 07-0062 Entered Data: 0811711988 Faaliry Status: ~ Preliminary site assessment workptan submitted TAaxinmrrr•Sad Cartcmtretiom 480FF Matdmetrt6lesndwater Impact: 33500 . Caunry: Contra Costa . Current Benzene: ~ 38 ~ - MTBE Detected in GW: 383 MTBE Oetected in Soil: Not reported MTBE: 383 MTBE Qualify: Not reported C13 CHEVRON NNW 21320 SAN RAMON VALLEY BLVD 118-1/4 SAN RAMON, CA 94583 882 Higher Site 8 0} 11 in cluster C CORTESE: Reg Id: 07-0082 Region: CORTESE EDR ID Number Database(s) EPA ID Number 5105030394 Cortese 5105030393 NIA TC741735.4s Page 13 Map ID MAP FINDINGS ' DireUion Distance Distance (K.) EDR ID Number Elevation Site Database(s) EPA ID Number CHEVRON (Contlnued) ~ S705030393 Reg By: Leaking Undergrountl Storege Tanks C14 LABORERS TRAINING CENTER Cortese 5205032878 NNW 22321 SAN RAMON VALLEY BLVD ~ LUST NIA 218-114 SAN RAMON, CA 94583 88? Higher Site 9 of 2 2 in cluster C State LUST: Cress Street: Not reported Dry Leaked:. Not reported r^~° u~ mDer 07-0616 RegBoard: San Francisco Bay Regan Chemipl: Diesel Lead Agency: Regional Board Local Agency : 07000 .. ease Type:.. ~soiF.ony. Status: Signed off, remedial action completed or deemed unnecessary County; Contra Cmta Atlata Method: Expvate and Treat -remove wntaminatetl soil antl treat (inUudes spreadiar}orlend2ammtgj ' Revew Date: No! repelled ~ Confirm Leak: Not reported Workplan: Not reported Prelim Assess: Not reported Pdhuina Char. Not reported Remed Plan: Not reported " Remed Actitm: " tVut~eported Monitoring: ~ Not reportetl Close Date: flr1411997 Release Data: 1 012111 9 8 7 Cleanup Fund Id :Not reported Discover Date: 1012111987 Enfomemant Dt : Not reported Enf Type: Not reported Enter Date : 6/12/1998 Funding: No[ reported Staff Initials: UNK ' How Discovered: Tank Closure How Stopped: Close Tank Interim: Yes Leak Cause: Unknown Leak Source: Unknown ~~ Local Case # : 06071 Beneficial: Not reported _ Staff : JGU MTBE Date : Not reported MTBE Tested : NRO Max MTBE GW : Not reposed GW Qualifies : Nol reportetl Max MTBE Soil : Not reported SUI Qualifies : Not reported Hydr Basin #: Not reported Operator : Nol reported Oversight Prgm : UST Pdodty: 2A4 Review Date : 3124/1998 Stop Date : 10121!1987 ' Work Suspended N Responsible PartyBLANK RP RP Address: Not reportetl . Gbbal ld: T0601300569 Org Name: Not reportetl TC747735.45 Page 14 Map ID MAP FINDINGS Direction Distance Distance (ft.) Elevation Site LABORERS TRAINING CENTER (Continued) Dontect Person: Not reported MTBE Conc: 0 Mtbe Fuel: D Water.System Name: Not reported ' Well Narna:~ -MOt reported DLstaa0e Ta Lust: 10708.230835584276938774480819 ~Wasle Discharge Global lD: Not reported Waste Disch Assigned Name: Not reportetl 111SI Region 2 Fadliry le: Entered Date: Fatlliry Sta[us: TAatdmum Soil Concentration: ~tNatdrttom~Greendwater Impact County ..Curaani Benzene: MTBEDetected in GW: MTBE Delecfr~ in Soil: MTBE: . MTBE Qualify: 2 07-o61s 08/12/1995 Signed off, remedial action Completed or deemed unnecessary 8900 0 Contra Costa Not reported Not reported Not reported 0 Not reported CORTESE: Rag Id: 07-0616 Regiom ~ CORTE'SE ' ~9 aY: ~ L~~3 ~ Storage Tanks C75 FAMILY CHIROPRACTIC NNW 21314 SAN RAMON VALLEY BLVD 118.114 SAN RAMON, CA 94583 93T Higher $ile 10 of 11 In cluster C HAZNET: Gepaid: CAL000064049 ' Tepaid: ~ ~ CAD98232'F8'T9 Gen Cou,nry: 7 Tsd County: Stanslaus Tons: .0125 Category: Photocheminlslphotoprocessing waste 'tisposal Method: Not reported .. Contact: BRV+N D FULLER DC ..Telepaona: (O.BB~DOaoooo Maifing~lddress: 21314 SAN RAMON VALLEY BLVD STE E ' SAN RAMON, CA 94583 County 7 ' C,epaid: CAL000064049 Tepaid: CAD982321879 Gen County:. 7 Tsd County Stan'slaus Tans: .0865 - Category Photochemirals/photoprocessing waste Disposal Method: Recycler DOntaG: BRIAN D FULLER DC Tefiephone-.. ~(ggg}004WW Meiling Address: 21314 SAN RAMON VALLEY BLVD STE E SAN RAMON, CA 94583 County 7 EDR ID Number Database(s) EPA ID Number 5105032878 HAZNET 5100935099 NIA TC7d1735.4s Page 15 Map ID MAP FINDINGS Dlreclion Distance Oistnrue (ft.l . Elevation Site FAMILY CHIROPRACTIC (Contlnued) Gepaid: CAL000064049 'Tepaid: CAD982321879 Gen County: 7 Tsd Couoty: Slanslaus Tons: .0624 Category: Photachemiplslphatoprocessing waste Disposal Method : Recycler Contact: BRIAN D FULLER DC Telephone. (BOO)BOO-0000 MailingAddress: 21314 SAN RAMON VALLEY BLVD STE E SAN RAMON, CA 94583 County 7 Gepaid: CAL000064049 Tepaid: CA10982321879 Gen.Couat>< 7. Tsd County: Stanislaus Tons: .0417 Category: Photocheminlslphotoprocessing waste Disposal Method: Recycler Contacts BRIAN D FULLER DC 7elephoae; (DOD) 000.0000 AdaiBog,~4tltlress: 21314 SAN RAMON VALLEY BLVD STE E SAN RAMON, CA 94583 County 7 EDR ID Number Database(s) EPA ID Number s1DDS3so9s C18 MARIA WEBBER NNW 21310 SAN RAMON VALLEY BLVD TB-1l4 SAN RAMON, CA 94583 9Z4 Higher ~Ite 11 of 11 in cluster C HAZNET:. Gepaid: CAC002317169 Tepaid: CAD981382732 Gen County: 7 Tsd Ccuary: ~1 Tons: .8428 Category: Asbestoscontaining waste Disposal Method : Disposal, Lantl Fill COntdCl: MARIA WEBER TeWphoea_ . (gaol aoaoooo MaiGag-(lddress: 2131d SAN RAMON VALLEY BIND SAP4RAMON, OA 94583 - . . County 7 17 BP OIL COMPANY ENE 8998 ALCOSTA BLVD T/~T2 - SATFRAMOff, CA 94583 2224 Lower State LUST: Cmss Street KIMBALLI AVE Oty Leaked: .Not reported Case Number 07-0207 Reg 8orxd: San Francisco Bay Region Chemipl: Was[e Oil HAZNET 5705087811 N/A HAZNET 5700931051 CoRese NIA LUST TC741735.4s Page 16 Map ID D'Irection - Distance Distance (fL) Elevation Site MAP FINDINGS BP OIL COMPANY (Contlnued) Lead Agency: Regional Board Local Agenq: 07000 Case Type: Aquifer affected Status: Cn w. Signed off; remediN actiencompleted or deemed unnecessary C h C t ~ Abate Method: oo a os a. RemovePree Prbdact-Temoveitoafing product from water table Review Date: Not reported Confirm Leak: Not reported Workplan: ~ 1127/1989 Prelim Assess: 127/1989 PoWiOoa Chac 311L199t Remed Plan: 3/11!1991 Remed Action: Not reported Mrnntorirrtf ~ Not reportad~ Close Date: 4/21/1998 Release Date: 5131/1988 Cleanup Fund Itl :Not reported Discover Date : 5/31!1988 Enforcement Dt : Not reported Enf Type: Not reported Enter Date : 5/31/1988 Funding: Federal Funds - Staff Initials: UNK How Discovered: Tank Closure How Stopped: Close Tank Intedm : Yes Leak Cause: Unknown Leak Soume: Unknown Local Case #: 39542 Beneficial: Nof reported - Staff: JGU MTBE Date : 1!2/1965 MTBE Tested : YES Max MTBE GW : 600 GW Qualfies : Not reported Max MTBE Soil : No[ reported Sail Oualfies : Not reported Hydr Basin #: Not reported Operator: Not reported Oversight Prgm : UST Pdodty: Not reported Review Date : 4!22/1998 Stop Date : 5!3111968 Work Suspended 3J `- ~ Responsible PartyBLANK RP ~ - RP Address: Not reported Global ld: T0601300193 Org Name: Not reported COn1aCt Person: Not reported MTBE Conc: 1 Mtbe Fuel: 0 Water System Name: Not reported Well Name: Not reported Distance To Lust: 8540.999603464962078176426117 Waste Discharge Global ID: Not reported Waste Disch Assigned Name: Not reported tt1SF Region 2 Region: 2 Fadlity Id: 07-0207 Entered Date: 0513111988 - Facility Status: Signed off, remedial action completed or deemetl unnecessary EDR ID Number Database(s) EPA ID Number 5100931051 TC741735.4s Page 17 Map IQ :Direction Distance Distance (it) Elevation Sita MAP FINDINGS BP OIL COMPANY (Continued) Maximum Soil Concentration: 22180 Maximum Groundwater Impact: 15000 Cdunry : Contra Costa CuueniBedzene: 31 MTBE Detected in GW: 600 MTBE Detected in Soil: Not reported l4TTBE: 600 #TBE~ualiry: Not reportetl Tons: .2293 Category: Unspecified organic liquid mixture Disposal Mefnod'Not reported lionfact: TOSCO NORTHWEST COMPANY 'Telephone: (000) 000.0000 Mailing Address: 601 UNION STREET SEATTLE, WA 98101 County 7 HAZNET: Gepaitl: CAL000035342 Tepaid: CAD009452657 Gen County: 7 Tstl County; San Mateo Gapaid- CALI>t)D(i3534T Tepaid: CAD009452657 Gen Ccunty: 7 ' Tsd County: San Mateo Tons: .2293 Category: Unspecfied organic liquid mixture l0isposal Ivtellfod: Recycler Cgntact: TOSCO NORTHWEST COMPANY Telephone: (000) 000.0000 Nailing Address: 601 UNION STREET SEATTLE, WA 98101 County 7 Gepaid: CAL000035342 Tepaid: CAD009452657 Gen Cormty_ 7 . Tsd County; San Mateo Tons: .6880 Category: Unspedfied organic liquid mixture ~sposal Method'Recycler Contact: TOSCO NORTHWEST COMPANY 3eVephone: (000) 000.0000 Ma0(ng Address: 601 UNION STREET ' SEATTLE, WA 98101 County 7 Gepaitl: CAL000035342 Tepaid: CAD009452657 Gen County: 7 Tsd Counry:_ San Mateo Tons: .4587 Category: Unspecified organic liquid mixture D'isposaFMe0rod-Recycler Contact: TOSCO NORTHWEST COMPANY telephone: (000) 000.0000 Mailing Address: 601 UNION STREET .. EDR 10. Number Database(s) EPA ID Number 5100931051 TC741735.4s Page 18 Map ID Direction Distance Distance (ft.) Elevation Site MAP FINDINGS EDR ID Number Database(s) EPA ID Number BP OIL COMPANY (Cantlnued) 5100931051 SEATTLE, WA 98101 County 7 CORTESE: Reg Id: 07-0207 Region: CORTESE iie491... ~ Lee%ing{indergrwrndStora~Tanks 18 EXXON Cortese 8105034164 NE 9096 ALCOSTA BLVD LUST N1A 112-1 SAN RAMON, CA 94683 3134 Lower State LUST: Cross Street: BELL MEADE DR Oty Leaked: Nol reported - Case Number 07-0133 . RegBaard: San Francisco Bay Region Chemical: Unleaded Gasoline Leatl Agenq: Regional Board Local Agency: 07000 . Casa~Type: Aquifer aflecte9 Status: Signed off, remedial action completed or deemed unnecessary Comity: 6errbaCos~- Abate.Method: Expvale and Dispose - remove rantarnina[ed soil and tlispose in approved site Review Data: Not reported Confirm Leak: Not reported Workptan-' 7/1411991' Prelim Assess: 311411991 PotWtioe Chao - Notseported~ Remed Plan: ~ Nat reported Remed Action: 3/9/1993 Monitoring: 3/9/1993 Close Date: 111711996 Release Date: 211 211 9 91 Cleanup Fund Itl :Not reportetl Diswvar Date: 1013011991 Enforcement Dt : Not reported Enf Type: Not reportetl Enter Date : 2/20/1991 Funding: Federal Funds Stag Initials: UNK How Diswvered: Tank Closure How Stopped: Close Tank intertm : Yes Leak Cause: ~ Unknown Leak Souma: Unknown Local Case # : 34006 Beneficial: Not reported SIaH: JGU MTBE Date : Not reported MTBE Tested : NT Max MTBE GW : Not reported , GW Oualfies : Not reported Max MTBE Soil : Not reportetl Soil Oualifles : Nol reported ' HgdrBasirr#: ~ ' Not reperteA Operator : Not reported Oversight Prgm: UST Pricdty : 2A4 Review Dale : 51511998 TC741736.4s Paga 19 Map ID. MAP FINaINGS Direalon Distance Distance (fl.) Elevation Site ' El(XON (Corrtinued) Stop Date: 10!3011991 Work Suspantled N Responsible PartyBLANK RP RP Address: Not reported Global ld: 70601300124 Org Name: Not reported Contaa Person: Not reported MTBE Conc: 0 Mtbe Fuel: 1 Water System Name: Not reported We0 Name: NOt reported Distance To Lust: 8662.41757433035343865625722 Waste Discharge Global ID: Not reported Waste Disch Assigned Name: Not reported LUSFRegion 2: Regipn: Faaliry Id: Entered Date: Fadliry Status: NlaAmorrSal Concentration: ~YvlaumormFironndwater Impact: County :_ Current Benzene: MTBE De[ec[e0 in GW: MTBE DeILro(ed in Soil: MTBE- MTBE Qualify: 2 07-0133 0 2 2 011 9 91 Signed off, remedial anion completed or deemed unnecessary 95 8888888 Contra Costa 0 Not reported Not reported 0 Not reported CORTESE: Reg Id: 07-0133 Region: CORTESE -Reg BY:... Leaking-lindargreund 9torege~Tasrks - 19 EASTMAN KODAK COCAPANY REGL D1STR18 C7R NE 9100 ALCOSTA BOULEVARD 112.1 SAN RAMON, CA 94583 3481 Lower RCRIS: Owner. EASTMAN KODAK COMPANY (415) 555-1212 Contaa: ENVIRONMENTAL MANAGER (4TSj 82&7000 Record Date: 0910111996 Classifimdon: SmaO Quantity Generator Used Oil Recyc: No Violation Status: No violations found RCRLS_crx: FINDS CONTRA COSTA CO. SITE LIST HIST UST ` HAZNET Cortese LUST 5705034164 1000474979 CAD076562537 NY MANIFEST Atlditlonal detail is available in NY MANIFEST. Please wntaa your EDR Account Ezecutlve for more information. EDR ID Number Database(s) EPA ID Number TC741735.4s Paga 20 Map ID Direction Distance Distance (RJ Elevation Site MAP FINDINGS EASTMAN KODAK COMPANY REGL DISTRIB CTR (Continued) FINDS: Other Pertinent Environmental Activity Identfied at Site: FaalityTtegistry5ystam (FRS) Resource Consewatiowarni Recovery-Act Information system (RCRAINFO) State LUST: Cross Street: VILLAGE PKWY aty Leaked: Not reported Case Number 07-0388 Reg Board: San Francisco Bay Region T;trerrrical: Misc. Motor Vehide Fuels Lead Agenq: Regional Board ' Local Agenq : 07000 Caseiype: Soil only Shatus: Signed off, rernedialectiancrompleted or deemed unnecessary EomNy: Coae^aCosra- Abata Method: Exntate and Dispose.- remove contarttinated sail and dispose in approved site, Pump and Treat Ground Water -generally employed to remove . tlissolved contaminants Review Date: Not reported ~ Confirm Leak: Not reported Wrnkptmr ~ Not reported ~ PrelimASSess: Not reported Poltudon Char: Wo[Te~portad ~ Remed Plan: Not reported Remetl Adion: Not reported Monitoring: Not reported Close Date: 3/25/1995 Release Date: 10/30/1987 Cleanup Funtl Itl :Not reported Discover Date: 10/30/1987 - Enfomement Dt : Not reported Errf Type: Not reported Enter Date: 9/9/1990 Funding: Fetlerel Funds Staff Initials: UNK How Discovered: Tank Closure liow Stoppetl: close rank Interim : Yes Leak Cause: Stmdure Failure Leak Source: Tank Local Case # : 51324 Beneficial: Not reported ~. Staff: JGU MTBE Date : Nat reported MTBE Testetl : NRO Max MTBE GW : Nat reported GW Qualifies : Not reported Max MTBE Soil : Not reported Soil Qualifies : Not reported Hydr Basin #: Not reported Operator: Not reported Our~ightPrgm: USi . Priority : Not reported Review Date : 4/15/1997 Stop Date : 1 0/3 011 9 8 7 Work Suspentled N Responsible ParIyBLANK RP RP Address: Nat reported Global ltl: 70601300361 Org Name: Not reported . EDR.ID Number Database(s) EPA ID Number 1609414979 TC741735.4s Page 21 Map ID MAP FINDINGS Direction Distance Distance (ft.) Elevation Site EASTMAN KODAK COMPANY REGL DISTRIB CTR (Continued) Contact Person: Not reported MTBE Conc: 0 Mtbe Fuel: 0 Water System Name: Not reported 'WaN'Nama Not reported DLStaooe To Lust: 8257.969912067453153980765792 Waste Discharge Global ID: Not reported Waste Disco Assigned Name: Not reported l 1107 Region 2 Fadliry Id: Entered Date: Fadliry Status: Maxmmnr SoiY Concenhation: ' Maximum 6reendwater Impact: County Currenl8eazene: MIBE.Deteded in GW: MTBE Detertetl in Soil: MTBE MTBE Duality: 2 07-0388 09Po9/1990 Signed oH, remedial action completed or deemed unnecessary 1211' 0 Centre Costa Not reported Nol reported Not reported 0 Not reported HAZNET: Gepaid: CAD076562637 Tepaid: CAT000646117 Gen County: I Tsd County: Kings Tons; 5.8769 Category: Polychlodnated biphenyls and material containing PCB's Disposal Method: Disposal. Land Fill Contact: EASTMAN KODAK COMPANY ' Telephmro~ ~ (000) 000.11000 Mailing_Address: 9100 ALCOSTA BOULEVARD SAN RAMON, CA 94583 County 7 Gepaid: CAD076562537 Tepaid: CAD982402475 Gen Couayc ~7. - Tsd County. 0 Tons: ~ 33.7120 Category Asbestoscontaining waste Dlsposat Method: Nat reportetl Contact: EASTMAN KODAK COMPANY Telephme: (000) 0040000 MaBing,Atldress: 9100 ALCOSTA BOULEVARD SAN RAMON, CA 94583 , County 7 Gepaid: CAD076562537 Tepaitl: CAD982042475 Gen County: 7 Tsd County: Solano Tans: 60.6816 Category: Asbestos~containing waste Disposal Method: Disposal, Land Fill Conrad: EASTMAN KODAK COMPANY Telephone: (000) 000.0000 EDR ID Number Database(s) EPA ID Number 1000414979 TC741735.45 Pege 22 Map ID MAP FINDINGS DlreCian Distance Distance (k.) Elevation Sita EASTMAN KODAK COMPANY REGL DISTRIB CTR (Contlnued) Mailing.Address: 9100 ALCOSTA BOULEVARD SAN RAMON, CA 94583 Count' 7 CORTESE: Reg Id: 07-0388 Region: LORTESE RegBy: Leaking Underground Storage Tanks Contra Costa SL: Facility ID: Telephone: Region: Program Status: UST: HWG: BUSP: UST HIST: FaaTity ID: Tanlr Num Tank Capacity: Tank Used for. Type of Fuel: Leak~Detectlorr. Contact Name: TotaLTanks_ ..Facility Type: 51324 Not reported CONTRA COSTA Inaaive Not reportetl Not reported 57324 4 73000 PRODUCT Not Reported Stack hrventor S: A GROPER t 2 20 PACIFIC BELL NNE 9768 BROADMOOR DRIVE i12-1 3483 SAN RAMON, CA 94583 Lower RCRIS Container Num: 001 Year Installetl: 1969 Tank COnshLCtlon: Not reportetl 1000414979 Telephone: (213) 9457255 Region.. STATE Other Type: DISTRIBUTION CENTER RCRIS-SQG 1000251195 FINDS CAT080020282 CONTRA COSTA CO. SITE LIST HIST UST HAZNET Cortese LUST Owner. THE PACIFIC TELEPHONE AND TELEGRAPH CO (415)555-1212 .. Contact: ENVIRONMENTAL MANAGER (406) 491.6029 Rewrtl Date: 09/01/1996 Classification: Small Quantity Generator Used Oil Recyc: No Violatlon Status: No violations fountl FINDS: Other Pertinent Env'vonmental Acbviry Idenitfietl at Site: ' Fa6rttyReglstry System (FRSJ ResoameCanservetirn,andRemvacyACt Information system (RCRAINFO) State LUST: Cross Street: Not reported Dry. Leaked: Not reported Case Number 07-0706 Reg Board: San Francisco Bay Region Cheminl: Diesel Leatl Agency: Regional Board EDR ID Number Database(s) EPA ID Number TC741735.4s Page 23 Map ID Direction Distance Distance (ft.) Elevation Site MAP FINDINGS PACIFIC BELL (Carrtlnued) LoralAgaody; 07000 Case Type: ~f00rer g¢vnd:~a1{eeled Status: Signed off, remedial action completed a deemed unnecessary County: Contra Costa Abate Method: Excovafe and DLSpose -remove contaminated soil and dispose in approved site Review Date: 6/28/1996 Confine Leak: 812611996 Wmkptarr. ~ Narreportert Prelim Assess: Not reported PoNUWn Char- ~ Not reported ~~ Remed Plan: Not reported Remed Action: Not reported Monitoring: Not reported Close Date: 2/2W1997 Release Date: 6118!1996 Cleanup Fund Id :Not reported Discover Date : 6/18!1996 Enforcement Df : Not reported Enf Type: Not reported Enter Date : 6/18/1996 Funding: Not reported Staff Initials: UNK How Discovered: Tank Closure How Stopped: Close Tank Interim : Yes Leak Cause: Unknown Leak Source: Unknown Local Case # : 16418 Beneficial: Not reported Staff: JGU MTBE Date : 1/2/1965 MTBE Tested : YES Max MTBE GW : 0 GW Qualifies : Nat reported Max MTBE Soil : Not reported Soil Qualifies : Not reportetl Hydr Basin #: Not reported Operator. Not reported Oversight Prgm : UST Pdodty: Not reported Review Date : 3/4/1998 Stop Data : 6/18/1996 Work SuspendetlN ftesponsiDle ParryBLANK RP RP Address: Not reported Global ld: 70601300653 Org Name: Not reported Contact Person: Not reported MTBE Conc: ~ 1 Mtbe Fuel: 0 Water System Name: Not reported - Web Rame: Not reported Distance To Lust: 6469.966059245648281501822928 Waste -ischarge Global ID: Not reported Waste Disch Assigned Name: Nol reported Liter Region 2 Regiere~ 2 - Fadlity Id: D7-0706 Entered Date: 0611811996 Fadlity Status: Signed off, remedial action completed or deemed unnecessary EDR ID Number Database(s) EPA ID Number 1090251195 TC741735.45 Page 24 Map ID D-irectian Distance Distance (ft.) Elevation Site MAP FINDINGS ' PACIFlC BELL (ConSnuetl) Maximum Soil Concentration: 0 Maximum Groundwater Impact: 2100 County : Contre Costa Current Benzene: 0 MTBE Detected in GW: No MTBE Detected in Sail: Not reported NffBE: 0 ' ~ MTBE Qualify: ND HAZNET Gepaid: CAT080020282 Tepaid: CAD009466392 Gen County: 7 Tsd County: 7 , Tons: .5500 Category: Other empty containers 30 gallons or more Disposal Method: Disposal, Other Contact: PACIFIC BELL Telephone: (925) 823-6161 MailingAddreslC: RM 3E000 '~ SAN RAMON, CA 94583-0995 County 7 Gepaitl: CAT080020282 Tepaid: CAD980887418 Gen county: 7 Tsd County: 1 , Tons: 16.2129 Category: Waste oil and mixed oil Disposal Mehod: Recycler Contact: PACIFIC BELL Telephone: (925) 823-6161 MailingAddress: RM 3E000 SAN RAMON, CA 94583-0995 County 7 Gepaid: CAT080020282 Tepaid: CAD981388952 Gen county: 7 Tsd Caunry: Shasta Tons: .4000 Category: Ashestoscontaining waste Disposal McNOd: Disposal, Land Fill Cantacl: PACIFIC BELL Telephone: (925) 8236161 M='~'ng ndn~c : RM 3E000 SAPLRA!lON, G94583 - O9.4ri . County 7 Gepaid: CAT080020282 Tepaid: AZD983473539 Gan County: 7 Tsd County: 99 Tons: .2500 Category: Other inorganic solid waste Disposal Method: Disposal Other Contact: PACIFIC BELL Telephone: (925) 8236161 Mailing Address: RM 3E000 EDR ID Number Database(s) EPA ID Number 1000251195 TC741735.4s Page 25 Map ID MAP FINDINGS Direction - Distance Distance (fL) Elevation Sites PACIFlC BELL (CorrBnued) SAN RAMON, CA 94563 -0995 County 7 Gepaid: CAT1780020282 Tepaid: CAD009466392 Gen County: 7 Tsd County: 7 Tons: 3.5000 Category: Other empty containers 30 gallons or more D-ISposaf Method : Recycfer Contact: PACIFIC BELL Telephone: (925) 823-6161 Mailwg Addw55: RM 3E000 ~ SAN RAMON, CA 94583 -0995 County 7 The CA HAZNET database contains 2 additional reconis far this site. Please contact your EDR Acmunt Executive for more information. CORTESE: Reg Id: 07-0706 Region: CORTESE ' Heg By: Leaking Underground Storage Tanks Contra Costa St Fadliry ID: 16418 Telephone: (925) 828-0008 Region: CONTRA COSTA Progrem Status: UST: Active HWG: Not reported BUSP: Active UST HIST: FaaTiry lD: 16418 T~~= t ContainerNum: D-76<K TaNc Capari[y: 4000 Year Installed: 1976 Tank Used for. PRODUCT Type of Fuel: DIESEL Tank CansWCtion: Not reported Lean Detection. None" Corrtaet Names ~ E.S:KOEHLER ~ Teleptione: (415) 542-6758 ToInFTanks•. ~" } ~ Region: STATE Fadliry Type: 2 Other Type: PHONE CO. 700025119s -21 -JOHANSEN; WILLIAM C. Cortese 5705023529 SSE 7961 SERENA NIA 112-1 DUBLW, CA 94568 3629 Lower CORTESE: Reg ld: 6A189105N24 Region: CORTESE TtegBy' ~ L9eamtp-orabatement orders Mat concern the discharge of wastes that are hazardeucrtrateAals " 22 CHEVRON ~ Cortese 5705030647 ENE 9401 VILLAGE PKWY NIA 1/2-T S/CNRAMOR7, CA 94583 :" 3852 Lower . EDR ID Number Database(s) EPA ID Number TC741735.4s Page 26 Map ID MAP FINDINGS Direction Distance Distance (n.) Elevation Site CHEVRON (Contlnued) CORTESE: Reg Id: 07-0669 Region: CORTESE Reg9y: Leaking Underground Storage Tanks EDR ID Number Database(s) EPA ID Number 5105030647 TC741735.4s Page 27 ORRHAN SUMMARY Ciy EDIR ID S8e Name Sye ACdrgw ~ Zlp r~ DatODepe(s) ~ ~ ~ Fatality ID DUBLIN 5(45893401 M)CRp DENTAL ).AB 5801 /1RNOLP RD ~ 94568 FIAZNET CAL000219006 DUBLIN 5(45091018 U6 AR/AY PARKS RF,TA. SjH ST BI.0479p 98568 HAZNET CAROP006fi¢)3 DUBLIN S~44978413 PARKS RBSERV6 FORCES TRAINING AREA B{.OG 790 CgMp PARKS 8456¢ HAZNET CAL000121364 DUBLIN 5144735471 PARKS R~9ERV~ FORGES TRAINING AREA BLDG. 790. STN BTREET 94588 ' CalSilgs, AWP 01970012 gUBLIN 3{05085731 NICA pMj.INq ~ ~ 0253 NOUGNERTY RD 94568 I-U¢NE7 CACOp2251899 DUBLIN 0003AD2450 DVBUN CHIC C~NT~R 100 CIVIC PLAZq 94568 UST DL{BLIN U043A02781 LllCKV CARP. (V P 6 BLDG.) 8300 pl.9RK AV0 94568 UST gUBLIN 3D5083B8p SHEA HQME6 NW CORNEf~ OIJBLI)4 RANCH I NOU 91568 HA~NET CACOp1443592 gUBLIN 5(0280118(1 J. PATRIQK'LANO CQMAANY CORNER OF DUBLIN BLVD ( 94568 HAZNET CAC081002352 DUBLIN S142B7408B PBRFORIAANC~AUiOMTIV~ 8398 p13 DON HRTY Rp ~ ~ 94588 HAZNE7 ~ CALD00080281 DUBLIN 343589111 Sj MICHAEL'INVESTMENT9 7460 gUBLIN B yO (DUBLIN CINAf.( 94568 HAZNET CAC0p1366794 DUBLIN 5(03878607 DUBLIN <(NIPIED SCHOOL 4ISTRICT D)1BLIN$LEMENTARY.§CNpOI 94568 HAZNET CA00012(2232 DUBLIN 3(03868801 T8'I V(1LLHY yETERIIJARY EMEPOENCY 6748 pU4L1f{ BLVD 157E 13 94568 HAZNET CALOOOOj4515 DUBLI N S~43825113 Ep~ILON ENTERPR)SE~ LLC 11804 048LIN 9~J9gN F{AMpN HD 94568 HAZNET, Godese 01-2267 DyBLI IJ 3{42Y92778 DNB~IN 4NIFIEQ SCfI00L QISTRICT DVB4IN HIGH SCHOOL 94568 HAZNET CACOp07g3178 Dl{BLI ~ 5145887224 DIMITR145 PAIN7IN(i 5099 HAVEN PLgCE 94568 HAZNET CACOp22028p1 DVBLI N S10398733~ S~CI+RITV C/1PITAL~PbGIFIp TRUST 5054 HAYEN6 RIAC~ ~ 94568 HA~NET CACOp148B432 DUBLI N 1001987651 T(il V/1LLEV NUI(;K AONT91(; GhIC 4{00 JOhN NONEOO Cj ~ 94588 RCHIS-SO(i, FINb6 DUBLI N 3145088448 AIAA~EOA COUP(TY GENER/~L SVS PARCEL 45l 16q D8F SPNTA RITE 94568 HAZNET CAC0823A3703 DUBLI N 305885091 AIAR~EOP COUI-I7Y FeENER/d-9V5 PARCEL 15 OF 0ANTA RITA PROP 94568 HA~NET CACOp22z6201 DUBLI N SIp4241798 SANTA RRA P110PERTY-PAIFCEL i`~ PARCEL IS 94568 CA SLIP 0150525 DUBLI N ~ U043802334 CHEVRON 9jN. (195842' ~ 7007 6AN RfIMON ~ALL6Y BLVp 94568 UST gUBLI N 0001 88169 98543 '' 70076At{R!)MON VALLI:V OLV 84568 HI5T U6T ' DUBLI N 343975D53 LNEIIMQRE CYttLEHY ;214 6AN RgMON VpLLBY NLVp 94568 HAZNET CAL000100848 DUBLI N 5(03870905 SLEEP 9HOP LTp ~ 11170 SAN RgMQN VALLEY, BLVp 94568 HAZNET ~ CACAp12849)2 p4BLI N $(03809841 'CHEVRON 9854= ~ 7007 SAN RgMgN VALLEY NLVD . ' '94548 HAZN6T CAL0000300Q4 D)1BL~N 505483999' PBG DE4LE/LSHIPIAG9NA~1T FiOFDINGS IN NW 91D~ OFI-Sp0 I TASSA/1ARA R 94$88 HgZNET CA00014j9B4B 4UBFIN 5103!{6817 COLOR (dEPIA; fi74~GSIEf2Rq C()UR~ 94468 HPZP{ET CAL9~1894118~ DUBLIN S7 03689 31 7 CUSTOM PHOTOQRAPHIC SERVICES-A LIM 694 SIERRA CT STE B 94568 HAZNET CAD9038592)0 DUBLIN 5103868227 EOUINO%PRESS / 69090 SIERRA CT 84568 HAZNET CALOOOp73014 DUBLIN 5103608770 PINNACLE COMPQSIT SOLUTIONS ~ 6723 SIERRA CT STE p 94568 HAZNET ~ CAL0001B7041 DUBLIN 5703888889 BIEX INC 6693 SIERRA LN STE f 94580 HAZNET CAL000170113 DUBLIN 5103955840 CHARTER COMPANY 5020 TASSJARA RD 94568 HAZNET CACOp14p7136 DUBLIN 5105088393 PGBE-CAMP PARK6 FACILITY ON THE NE CORNER pF 4TH / DA 94568 HAZNET CAC0p238361B DUBLIN S703893254 UNITED GREEN MiIRK 6450 TRINITY CT STE B 94568 HAZNET CACOp2122152 DUBLIN 5103472194 SANTA RITA CENTRAL PARCEL UNKNOWN DUBLIN BLVD E%T 94568 Cwlase, LUST 07.2449 DUBLIN 5100808808 DOUGHERTY BOOSTER STATION UNKNOWN UNKNOWN 94560 CA SLIC 0150339 DUBLIN 5103977739 MILLER CHIROPRACTIC 7252 VILLAGE PKWY SUITE A 94568 HAZNET CAL000178028 tC741735.4s Page 23 i,3 0 I` l 1 tr"' ~ o u~ n > 4.~ a i ° i tl 0 ~~~~~ a~ a o ~~ ~ o~ o e o ~, ~~~ €~~ ~ ~ ~ ~ t ~~r,,. ~ ~ p ~ ~~ ;. r~ ,. b sa ^`e ~~ a iil V,~ <A e "~ ~iP a c51 o 'A I o~ ao ~ j a 04/15/2002 10:55 9254551436 BANGOR PROP PAGE 02 DUCKETT-WILSON DEVELOPMENT COMPANY 111!0 fANTL MONICe tOOLt V1t0 iVIT[ Tla LOL ANOCLIL CALIfOtNIA 100If X1)11 I11[) Ill~t T)1 April 12, 2002 VIA CALIFORNIA OVERNIGHT Michael D. Banducci Rancor Properties LLC 1459 First Street Livermore, CA 94550 Re: San Ramon Village/No Further Action Agreement Dear Mike: Please find enclosed a Soils Investigation Assessment Rcport for the former Harvey's Cleaners located at 8917 San Ramon $lvd., Dublin prepazed by SCS Engineers and a No Further Action letter provided by the San Francisco Bay Regional Water Quality Control Board. Should you have any questions or concerns regarding the enclosures please do not hesitate to call. Very truly yours, DUC WILSON DEVELOPMENT COMPANY Patrick N. Conway Director of Leasing PNC:co Encl: cc' PNC File G. V AOpMGMTNN+~GEi41~'nW]ITFRNNSaNidn BuW m be 04/15/2002 10:55 9254551436 RANCOR PROP PAGE 04 DUCKETT-WILSON DEVELOPMEN i COMPANY 111 f1 S11M1• YOwIC• iOYt fV~gO • gOrtE ]II LOS gM4ili i. C•NiOiM IA 100]]•1) 11 Illq N1-1]{l August 24, 1999 "`SENT VIA FAX AND MAIL"'' Mr. Derek Lee San Francisco $ay Regional Water Quality Control Boazd 1515 Clay Street, Suite 1400 Oakland, CA 94612 RE: Harvey's Dry Cleaners 8917 San Ramon Road Dublin; CA Dear Derek, As we discussed on the phone yesterday, San Ramon Investment Company has completed sealing the concrete floor of the above referenced site. The entire floor area has been coated with Gull UGL Latcx Basc, Dry Lok Concrete Floor Paint (Environmental Formula). As we a8reed in my letter of July 9, 1999, this should provide a barrier to any residual vapors remaining in the soil beneath the store. I have told [he Broker and Property Manager to use care when walking in the space and to report any scratches or cracks so they can be resealed. When we obtain a tenant for this space, we will require a protective floor covering be put in place, to maintain the integrity of the vapor barrier. Please call if you have any further concerns on this issue. Sincerely, B. Wilson of Property Manage rw:tw 04/15/2002 ,~ Ca!/EPA Saa Francisco Bay Regional Water Quality Control Baard Isis cl.y s~. Mi4oo Oak14n4. CA 94612 (510)G21.2)(q FnX (510) 622-2460 10:55 9254551436 BANGOR PPS O n hSAR 10 ?999 , ~!li 1, '... Thomas $. Wilson ---._..-_....-...... ....... Director of Property Management San Ramon Investment Company 1 1 L 50 Santa Monica Blvd., Suite 760 Los Angeles, CA 90025-3314 PAGE 03 Mazch 4, 1999 r<m wagon SLIC No. O1S0511 (DCL) Gwrmor Subject: No Further Action -Properly at 8917 San Ramon Road, Dublin, Alameda Countv Deaz Mr. Wilson: Boazd staff have reviewed your February 2, ] 999, proposal to seal floor cracks and install either a vinyl floor or ceramic tiles over the slab on the subject property. As explained below, I approve the workplan and no further action is required for the site provided that you follow the conditions laid out in this letter. My January 13, 1999, letter to you required that you manage the potential human health risks posed by soil gas migrating through floor cracks on-site before site closure can be granted. Xou are therefore proposing to seal the existing cracks in the cement slab, install either a vinyl floor or ceramic tiles over the slab, and conduct annual inspections to ensure sealant integrity. The floor work will take place in either Mazch or April 1999; when a new tenant is expected to occupy the space. I approve the workplan and grant site closure provided that you implement the proposed measures to create a vapor bamer on-site and abide by dse following conditions: 1. A technical report acceptable to the Executive Officer documenting the completion of work should be submitted for Boazd staff review within three weeks of the floor work. 2. An annual inspection of the floor with above•grade vapor screening should be conducted begitming on March 2000, with a letter to the Boazd documenting the inspection. You can pzopose, in writing, alternatives to the annual inspection to the Board in the future. Pleasccontact Derek Lee of my staff at (5 LO) 622-2374 if you have any questions. Sincerely, Loretta K. Barsamian Executive p~ ephen I. Morse, Chief Toxics Cleanup Division 04/15/2002 10:55 9254551436 BANGOR PROP SOIL INVESTIGATION ASSESSMENT REPORT FORMER HARVEY'S CLEANERS 8917 SAN RAMON BOULEVARD OUBLIN. CALIFORNIA Prepared for: San Ramon Investment Company 11 150 Santa Monica Boulevard -Suite 760 Santa Monica, CA 90026 (310) 478-6757 Prepared by: ~~. SCS ENGINEERS 3711 Long Beach Blvd., 9'" Floar Long Beach, CA 90607 (562) 426-9544 November 1998 File No. 0197067 PAGE 05 ECS WGWEERS- 04/15/2002 10:55 9254551436 BANGOR PROP PAGE 06 SCS ENa1NFER5 SITE INVESTIGA7ION ASSESSMENT REPORT FORMER HARVEY'S CLEANERS 8917 SAN RAMON BOULEVARD DUBLIN, CALIFORNIA INTRODUCTION AND BACKGROUND This submittal summarizes results of the site investigation assessment conducted at the subject property on October 2Z and 23, 1998, A total of 10 soil sampling locations 14 outside and fi within the tenant space) were sampled and analyzed for solvents associated. with the former dry cleaning operations. Twenty-six soil matrix samples (including a blank and a duplicate- were analyzed during the completion of field work. SOIL INVESTIGATION ASSESSMENT A limited-access hydraulic-push soil sampling rig was used to collect soil samples from six locations within the tenant building space. A Strateprobe hydraulic•push sampling rig was used to collect soil samples from four locations along the exterior rear wall of the building. A pilot hole was drilled to approximately 18.19 feet below-ground surface Ibgsl to determine if groundwater beneath the site was shallower than 20 feet. No water was found in the pilot hole after taking measurements at two hour intervals. Soil samples were analyzed by an on-site mobile laboratory for halogenated volatile organic compounds (HVOCsI using EPA Method 8010. This method detects chlorinated solvents such as perchloroethylene (PCE) and its associated breakdown products such as trichloroethene ITCEI, dichloroethene IDCE), and vinyl chloride (VC). Transglobal Environmental Geochemistry (TEG) of Rancho Cordova. California provided a mobile laboratory and support Dersonnel to assist SCS in completing the site assessment. As previously stated, field work was completed on October 22 and 23, 1998. Mo snd Methods ~. Soil samples were recovered at depths of 2, 5, and 10 feet below ground surface lbgsl in most locations. The on-site soil Ihhology was very consistent at similar depths in all sampling locations. The on-site lithology is summarized below. - 2 ft depth: graygraen, clayey silt, dense, and slightly moist - 5 ft depth: dark gray clay, slightly moist, very stiff - 10 ft depth: medium brown silty clay, slightly moist, dense BANGOR PROP PAGE 07 04/15/2002 10:55 9254551436 4CS EN6INEERS- No observable staining or chemical odor was dhs attal samp a lolcations ~a generi boa ng Since soils were very simileisat ov dad In Appendix A. log describing soil lithology P Each soil matrix sample was recovered from the Sgfflpler, capped on both ends and eppfoptietely labeled by field personnel. Soil samples were immediately taken to the on- site state-certified TEG lab for preparation p;eoedtona~ a ~~to accurately tra kathe samples Chain-of-custody documentation was comp from the point of collection through analysis. ANALYTICAL RESULTS Laboratory analytical data and a facility map, showing the location of the former dry cleaning equipment and the soil sampling locations, are provided in Appendix 8. Soil eamplas and quality assurance/control samples were collected and analyzed for halogenated volatile organic compounds IHVOCsI using EPA Method 8010. The analytical data are summarized in Tabla 1. As shown in the data, only the 2-foot samples in locations BH1, BH2, and BH10 (located inside the tenant space) contained concentra~oof example! t e 4-flooe sam1D~ ntnyBH1E, cis 1,2 DCE, and TCEI that exceeded 1 mg/kg. contained: _ 2.455 mg/kg of cis 1,2 DCE _ 3.843 mglkg of TCE _ 4.464 mg{kg of PCE sample atsBH10 (locate1d in former bo!~e dronm eread1.10.251 mglkgl was in the 2-foot EPA Region IX Preliminary Remediation Goals IPRGsI for soil far these respective compounds are as follows: Rg id Mial PRG Imalkal r ar *~al PRG lma{k91 Chem 42 ~ 150 i ~ cis 1,2 DCE 2.7 .~,c 6.1 e.~ TCE 4.7 ^..~ 18 j`7. PCE 0.021 0.048 Vinyl chloride d3 I 04/15/2002 10:55 9254551436 BANGOR PROP ~ PAGE 08 XS ENOINEfRS- TABLE 1 ANALYTICAL DATA SUMMARY FORMER HARVEY'S CLEANERS Bo na Locatilzn Vinyl Chloride cis 1, DCE T~ )'CF BH1 @ 2 ft NO 2.455 3.843 4.484 8H1 @ 5 ft ND 0.534 0.056 0.204 BH1 @ 10 ft ND ND ND ND BH2 @ 2 ft Np 8.809 ND 0.302 BH2 @ 5 ft ND 0.499 0.038 0.129 BH2 @ 10 ft ND ND ND ND BH3 @ 2 ft 0.042 0.733 0.040 ND BH3 @ 5 ft 0.115 0.039 ND 0.021 BH4 @ 2 ft 0.115 0.189 32 8H4 @ 5 ft 0.049 0.009 ND ND BH4 @ 10 ft ND 0.037. ND 0.020 BH5 @ 2 ft 0.129 ND ND 0.017 BH5 @ 5 ft 0.032 0.007 ND 0.024 BH8 @ 21t 0.032 ND ND ND BHB @ 5 ft .0.044. 0.010 ND 0.009 BH7 @ 2 ft 0.033 0.006 ND 0.007 BH7 @ 5 ft 0.019 0.010 ND 0.024 BH8 @ 2 ft Nb ND ND ND BH8 @ 5 ft ND ND ND 0.009 BH9 @ 2 ft ND ND ND ND BH9 @ 5 ft 0.054 0.175 ND 0.378 BH10 @ 2 ft 0.251 1.809 ND ND BH70 @ 5 ft 0.100 0.083 ND ~ 0.049 eH10 @ 10 ft ND 0.014 ND ND Units are in mg/kg. Remaining EPA 8010 compounds were not detected INDI or were et trace concentrations. 04/15/2002 10:55 9254551436 ~ BANGOR PPOP PAGE 09 ' Sri ENGINEERS- Based on the analytical data, PCE and its associated breakdown by-products li.e., TCE, cis 1,2 DCE, and vinyl chloride) were detected in soil samples analyzed from the subject property. Only three of the 24 samples analyzed (BH1 @ 2 ft, BH2 @ 2 ft, and BH10 @ 2 h) contained total VOCs exceeding 1 mg/kg. None of the samples contained PGE, TCE, or cis 1,2 DCE exceeding the established EPA Region IX PRGs for industrial property. Thirteen samples contained detectable concentrations of vinyl chloride ranging from 0.032 to 0.251 mg/kg. Seven of the samples exceed the industrial PRG (0.048 mg/kg-. However, none of the 10 ft samples contained detectable concentrations of vinyl chloride. CONCLUSIONS AND RECOMMENDATIONS Based on the results of this investigation, SCS concludes the following: • The lateral and vertical extent of VOC contamination has been characterized. • Soil contamination is localized within the tenant space. • Only three sail samples tall 2 ft samples) contained total VOCs exceeding 1 mg/kg. • Only shallow subsurface soils Ito a depth of 5 h bgs or less) contain elevated concentrations of VOCs. • Vinyl chloride detected in soil samples at 2 and 5 ft at some locations slightly exceed the established EPA Region IX industrial PRG, but none of the 10 ft soil samples contained vinyl chloride. Only trace concentrations (<0.04 mg/kg) of PCE or cis 1,2 DCE were detected at this depth. • Groundwater is not shallower than 20 feet bgs. • The potential tar groundwater impact from VOCa present on site is negligible. Although vinyl chloride was detected in some 2 and 5 ft soil samples slightly exceeding the industrial PRGs, the extent of contamination is limited: In addition, any vertical migration of VOCs present on the site has been attenuated by the dense clay layer located 5 h below ground surface under the subject property. Therefore, based on the low concentrations of VOCs detected, localized extent of contamination, negligible potential for impacts to groundwater, and currenUfuture use (commercial development) of the property, further investigation and/or ramedietion of the site is not warranted. SCS respectfully respects site closure. A 04/15/2002 10:55 9254551436 BANGOR PROP PAGE 10 SCS ENGINEERS - APPENDIX A GENERIC BORING L.O(i 04/15/2002 10:55 9254551436 RANCOR PROP PAGE 11 l BORING LOG scs acw~s '~ PRO,IEC(; HARVEY'S CLEANERS HOLE/WELL 9: 1.19 vn~t~~ ra,A Rm LOCATION : 8017 SAN RAMON BLVD., DUBLIN, CA DIAMETER : ~n1s JOB NUMBER: 0197097.00 TOTAL DEPTH: tlb' If~n~uvsu rev etn ma9ot GEOLOGIST/ENGINEER: KWGRD DATE STARTED: OCTOBER Z2, 1998 DRILLER: T.E.G. DATE COMPLETED: OCTOBER 13, 1986 GRILL RIG : SAMPLING DEVICE : SPLIT AND SOUO SPOON DRILLING METHOD : MYDRAUIIC PUSH PAGE 1 OF 1 9IAW USCS OEPfN 6~PLL CDMIPLFiION pETAR SAMPLE COUNTS/ DES[RIPTKIN I~ETI • sINa+FS sv~eaL 0 1 2 3 4 6 8 7 8 9 10 it 12 13 14 16 16 17 18 19 20 M L 12' - GRAY~SREEN CLAYEY SILT, SLIGHTLY MOIST, DENSE. NO ODORS C L 16'-DARK GRAY CLAY. SLIGHTLY MOIST, STIFF, NO DOORS C l 10' -MEDIUM BROWN SILTY CLAY, 5UGHTlY MOIST, DENSE. 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TABLE OF CONTENTS • II. INTRODUCTION � � III. SUMMARY ` IV. RENDERINGS � � V. PROJECT PLANS � VI. SITE PHOTOGRAPHS OF EXISTING PROPERTY � � VII. APPLICATION MATERIALS � � � . � � � � � � � 0 � � � • • � • 0 � � � a � � � 0 x � � � � � � � II. INTRODUCTION � � � "THE REDEVELOPMENT OF A GATEWAY" � � The proposed project at San Ramon Village Plaza exemplifies the City of Dublin's goal . of creating vibrant urban style villages throughout the city. By utilizing the mixed-use � designation described in the General Plan,Bancor Properties is in the process of revitalizing an underutilized gateway property into an attractive urban village which • includes retail and residential components. � The project not only assists in meeting the City's immediate need of providing an � inherently more affordable housing product,but it will also play a signi�cant role in o reshaping the community's first impression of Dublin along the I-680 corridor. � � Bancor Properties is assembling two separately owned parcels in order to create this 4.68- � acre project. The properties are bounded by San Ramon Road, Alcosta Boulevard,I-680, and Bellina Street. Currently, the entire property consists of an aging strip center and � former grocery store totaling 48,400 square feet of building floor area and an asphalt � parking lot containing approximately 255 parking spaces. Over 95% of the existing � center is covered with impermeable surfaces, i.e. roofs, concrete walks and asphalt. p Bancor Properties intends to revitalize this northern gateway into Dublin by creating a � vibrant, high quality, urban style neighborhood. The proposed neighborhood includes � approximately 14,500 SF of renovated commercial space on the 1.68 acre"Parcel A" and 56 townhouse units on the 2.94-acre "Parcels B and C". � � The proposed project will feature attractive architecture, well-landscaped project entries � and common areas, and a formal main street through the middle of the project connecting o Bellina Street to Alcosta Boulevard. The main street includes two rows of"walk up" style townhouse units and the vibrantly remodeled retail center. ` � Land Plan � The site layout was designed to promote a pedestrian friendly atmosphere by providing ' � convenient pedestrian access to the public and private streets either directly from the unit � or through internal pedestrian paths. � With an emphasis of this project on the pedestrian, the only through vehicular traffic was � concentrated on the main street (Bellina Commons). The main entrance for the residents � is off Bellina Street and provides access to all the units. Internally, the residential traffic • is routed through private driveways and auto courts leading to their two car garages. The � two car garages have direct access to each unit. � � � � � ' � � � � � Another main design objective of the plan was to minimize the amount of garage doors � visible from both the public streets and by visitors entering the project. A majority of the � garages face another set of garages on an adjacent building and each building acts as a screen for the neighboring buildings garages. Parking is not allowed on any of the � private streets except where provided in the perpendicular parking spaces. Most of the • parking is provided on Bellina Commons. � Bancor also believes in minimizing boundary walls wherever possible in order to create � an open feeling between the neighborhood and the public realm. Therefore, soundwalls � adjacent to the public streets were purposely omitted from the plans and decorative open � wrought iron fences will be installed wherever necessary. � Retail : � � Our goal is to create a vibrant and sustainable village that provides convenient services � within walking distance of the residents. Having convenient services within walking distance will ultimately reduce the amount of vehicular trips generated by the new � neighborhood and the adjacent neighborhoods as well. Currently, there are several � successful businesses located at the site. We hope to retain many of the existing tenants � and assist them in becoming more pro�table by creating more of an upscale appearance. � We are improving the overall appearance of the site by adding new landscaping, street � furniture, and project entry signage on San Ramon Road and Alcosta Boulevard. We are � also adding up lighting on the existing trees along San Ramon Road, which will create a sophisticated and vibrant feel to the center's frontage. With these improvements, we also � hope to attract new tenants who would add to the success, stability and viability of the , center. � � The anticipated mix of tenants within the 14,500 SF of commercial area will include approximately 7,200 SF of full service and convenience eating establishments, and 7,300 � SF of neighborhood retail type uses. The retail portion of the project includes 93 parking � stalls, which equates to approximately 6.5 spaces per 1,000 square feet. � Townhouses ' � � The proposed neighborhood includes approximately 56 "Georgetown style"walk-up : � townhouses located within eleven (11)-four(4), five (5), and eight(8) unit buildings. � The residential area is approximately 2.94-acres and the density is approximately 19 units per acre. The unit types will include 1,186 and 1,596-square foot three-bedroom units � and 1,241 and 1,642-square foot four-bedroom units. � ,� The units are within three story split-level buildings, and each unit includes a two-car garage accessed from driveways in the rear of the buildings. Each unit includes a front � porch and a rear deck. • Because several units are located directly adjacent to busy public streets and the retail � center,we felt it was important that the units were elevated in order to help obtain a sense � � � � . � • � � of privacy and to alleviate some of the acoustical impacts. Thus,the"walk-up"style • house, with the�rst level of living and front porch being elevated a half flight of stairs • above grade, was an ideal match for our surrounds. ! The project includes 32 guest parking spaces on the private streets and designated � parking azeas. There are also approximately nine parking spaces along Bellina Street that • cuirently do not serve the existing neighborhood, which are available for additional guest � parking if necessary. The pazking ratio will be approximately 2.6 spaces per unit. � Architecticre � The San Ramon Village Plaza has a very distinct architectural design and could be e described as contemporary with traditional elements. It was important that the buildings � were designed to compliment the projects more suburban location while creating a more � urban type setting. � The residential and commercial exterior colors aze earth tones with darker and more vivid � accent colors. The colors compliment each other and provide a common theme between � the two elements. Both the commercial and residential components utilize awnings, � wrought iron railing, and metal canopies. � The commercial buildings will be remodeled on all four sides. The front elevations � include new parapets and second story elements which animate the retail"skyline". The �, rear elevations have been vastly improved with trellises, new signage, and variable wall � heights. The addition of the rear parapets will hide the unsightly mechanical systems that are currently visible from Alcosta Boulevard. � � The orientation of the residential units puts the living areas and the"eyes" on the streets. � As allowed by the acoustical studies,each unit will have an elevated front porch and rear deck. The front and rear elevations of each unit within the building will be distinctive � from its neighbor by utilizing different base and accent colors and materials. � # Landscape ; Similar to the architectural design and the land plan, the landscape design concentrated � on buffering the residents from some of the surrounding environs and promoting � pedestrian circulation. The project includes several distinguishing features. � At the corner of San Ramon Road and Bellina Street, a corner plaza was created to � accommodate public art. Along the north side of Bellina Street, there will be a new row A of street trees in tree grates to beautify the entry into San Ramon Village Plaza as well as � the existing neighborhood to the south. The main project entries at Bellina Commons ` include entry pilasters with accent paving delineating the retail from the residential area and pedestrian crossing areas. � � � � � � � ` i • � The landscaping includes a combination of evergreens and deciduous trees and flower • and fa11 color in order to create an intentional seasonal variety and softening throughout � the development. Garden areas have been incorporated to emphasize a sense of individual ownership for the homeowners,but to also create a common neighborhood � feel. � The common areas include lawns, a tot lot, sitting gardens, and architectural mail box � kiosks. In order to create a more immediate impact, approximately 200- 24" and 36"box � trees have been included in the plans. The residential area will be landscaped by the S developer and maintained by the village's homeowner's association. The irrigation � system will be water conserving and drought tolerate plants will be used were possible. � Affordability '� � Of the proposed residential units, seven units or twelve and one-half percent(12.5%) of � the total units will be sold at below mazket rates, as required in the City's Ordinance. The remainder of the units will be sold at market rate. The proposed townhouse units, � even at market rates, are relatively more affordable than most of the new housing product � being constructed in the Tri-Valley. � The affordable units are being constructed on site and will be distributed throughout the � project. Because the units will be included within four and eight-unit buildings, the � exterior of the units will not be distinguishable from market rate. � Environment � � The site is surrounded by public streets or facilities with retail to the north and northwest, � residential to the west and south, and a freeway to the east. The most obvious � environmental concern is the noise generated from the freeway and San Ramon Road, and the interface between the retail and the residential. Orientation of the units is utilized � to help minimize these impacts,but we anticipate that the sound wall along the freeway • will have to be extended to the north to mitigate the noise impacts. • A new driveway approach is being proposed on San Ramon Road near the Shell station � to accommodate the retail portion of the project as well as Shell's desire to upgrade their � facility in the future. Currently, the abutter's rights have been relinquished along the San � Ramon Road frontage, and we are requesting the City remove the restriction to allow for � the new entrance. � The homeowner's association will maintain all residential building exteriors, internal � streets and driveways, some utilities, and the landscaping. Project CC&R's will be � implemented to control such issues as pedestrian and vehicular access, landscape and � hardscape maintenance and utility service between the residential and commercial interfaces. � � � � � � e 0 � � • Approvals � The project requires a General Plan Amendment,PD Zoning, Planned Development � Stages I&II, Site Design Review, Tentative Tract Map, and Final Tract Map. Bancor � will coordinate with City staff to obtain the appropriate approvals required to develop this p unique mixed-use project. . � Conclresion Q � This mixed residentiaUcommercial neighborhood village will create a project with � character, ambience, and most importantly, long term viability to a main gateway into the City of Dublin. � � � � � . � � � � � � � � . � � � � � � � ° � � � � � � � ' a � � � � � � ' � � III. SUMMARY � � . Mixed-Use Pro_iect 4 Retail Component � . Remodel of approximately 14,500 SF of existing commercial space � Remodel Includes: � � • New facade on all four sides � • New driveway entry from San Ramon Road • New entry monuments and roadside signage ! • New building signage � • Resurfaced parking lot � • New irrigated landscaping � • New lighting � • New common trash enclosure � Commercial Parking: 93 stalls (6.5 spaces/1000 SF) � � Residential Component � Construction of 56 "Walk-up" style townhouse units � � • 30-Three bedroom Units ranging from 1186-1596 SF � • 26-Four bedroom Units ranging in size from 1241-1642 SF � Landscape Features: � � • Two Sitting Gazdens . • Public Art Plaza • Tot Lot � • Patterned Decorative Paving '� • Entry Monuments � • Wrought Iron Fencing � Below Market Rate Units: � � • Four moderate-income priced units � • One low-income priced unit � • Two very-low income priced unit � Residential Parking: 112 Garage Spaces and 32 guest spaces (2.6 parking spaces per unit) � � � � � G7 � W A � � � � � � � IV. RENDERINGS � � A. SITE PLAN � � B. ARCHITECTURE • i. PERSPECTIVE � ii. FRONT ELEVATION � iii. REAR ELEVATION • C. LANDSCAPE IMAGES &DETAILS � � D. AERIAL PHOTOGRAPH • E. VICINITY MAP � � � � � � � � � � r � � � � � � � � � � � � � � � � � � � � � " � ,:•" .. � � g=5�s. � . 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'� .�,.�e.`,r`�+�`'"`e �*�"� �`#d" +�.f''`�a L��� .-E �x'�� � � �,.,�.} '�� �:�x ._��'� ° °�_ �'` �. . :-�a`� • .s.,__ _ �� _ . � __ � Shell Gas Station at Intersection of Alcosta Blvd. and San Ramon Road � � �_� .r ._ _ ._ __ __ � �- -,,r.. � � � � �_ _ ;a> � � . �; � ���,��,��k -_ � , '� � ��:�fr �� � �:.���., � R.. �, � �„�, • � � � � , ��r � .�. � � �"; s • -�. ;�:� ! � � :� . . � -� _ ��. _�_ _ , � __ - _ ;� r ���- �. p - �.. � ������ �� � Y".. ,�..,." _ s. . .,� yt�','..'..:� .__. .. • � . - . . .... , . "r S+� ;'"i+ ,.�:� .. , _ • �� ^ c :. . � 1 _ y _ ,. _:-. , �'�4- x _ t • At _ . . . . . . - . = � �� � , . _ . �y.; , ,. _ _ . , .. �` : � � .. A; .�_ ,.a � . � � � � � � z 0 � H � U � a a � , � � � � � VII. APPLICATION MATERIALS � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �, � + , � � � ��-�o B � CITY OF DUBLIN PLANNING APPLICATION FORM � ��� ���/����\ � NOTE: Please discuss your proposal with Planning Staff prior to comple�n;this form. � 1� �.- �?�}$2 � AlI ite�s on this form related to your specific type oi appSicatiom m�st be completed. � <� I V Some of the items listed mi t not apply to your specific application. Please print or typs � . �� �� �� � legibly. Attach additional sheets,if necessary. �� C'�LIFOR�1� : � . �; L TYPE OF APPLICATION: � � Preappucation Review[Any type] �_; Sign/Site Deveiopment Review[SIGN/SDRj "^ Cond.irional Use Permit[CLJP] Master Si�Program[MSP/SDR] � Planned Development Rezone[PD REZ] � �_ Site Deveiopment Review [SDR� .�._ Variance[VAR] Rezone[REZ] � �_ Tentative Subdivision Map [T MAP] x General/Specinc Flan Amendment[GPA] �,�*, � II, GENERAL DATA � A.Address/Locaiion of Prope:ry: 8909 San Ramon Rd, 8913-8925 San Ramon Rd � B.Assessor Parcel Number(s): 941 0164 001 04, 941-0164-003-03 (�ri-i on1 � C. Site Area: 3.15 Ac. D.Zoning: C—_N_E. Genenl Plan Desi�atiou:. tzAt-a;l /nff;�A � �.Existing/Proposed Use ofPropertv: Underutilized reta.ilcenter residential use � � project as well as re.modeling revi izing approximately 14,500 SF of retail G.Existing Uses oi Surrounding Properdes: Com[ntex'cial (North) , Resident�al R-1—B—E (South and � West) Interstate 680 On—ranrp (East) ' � � III. AUTHORIZATION OF PROPERT'Y OWNER AND APPLICANT : A. PROPERTY OWNER: In signing this a�plication, I, as Property Owner, certify that I have full le;al capacity to, and hereby do, authorize the ftling of this application. I understand that conditiaru of approval are binding. 1 agree to be � bound by those canditions,subject only to the right to object at the hearings or during ihe appeal period 1 further certify that the information and exliibits submitted are true and correct. (Note:All Property Owners musi sign if property is joinlly owned) Na,me: � Capacity: Pronertv Owner/Aeent � . � CompanY: " . Phoae: ( ) � Address: Fax#: ( ) � � Signature: � Date: � B, APPLICANT(OTHER TH�4NPROPERT'Y OWNER): In signing this application,I, as Applicant,certijy that I have � obtained written authorization from the properry owner and have anached separate documentation showing my full legal cripacity to f:le ihis application. 1 agree to be bourrd by ihe conditions of approval, subject only to the right to object at the herrrings or during the appeal period i fro�ther certify that the inforrnation and exhibits submined are true and correct. . � � Name: ���el Banducci Title: �'esident � Company: Bancor Properties LT�C Phane: O 925-455-1072 � Address: 1459 First Street Fax#: O 925-455-1436 � Livermore, CA 94550 � Signature: ,�a�—s Date: 2IG�0 3 � . . � � � Sent By: Greenstein, Rogoff, Olsen 8 Co.; 510 797 17g1 ; Feb-5-03 15:09; Page 2/2 � � ' � GRF.ENSTEiN. R(K;O�-F,(.�LSEN &GU., L1,F CERTiF1ED PUBLIC ACCOUNTANTS � MN1Flttb P1,1�711 � MARFY rREFNSTEIN.CPA 3915�PASEO W�DRE PARKWAY.SUITE 315 2dli1 E.BAYSFiORE ROAD.SUI I'E zU i BARRY A.ROGOFF,CPA FFEMONT,C:WFORMA 9�538-1 B00 PALO AlTO.CA 94303-:l2A5 ALAN L OLSEIV.CPA ItLtrMC7NE(s101 797�8001 TELEPHONE t0501 ds6•2�82 FN((B10)7Q7-17a1 FAX(l�0)PSl1-2:iNR wvrw.proco.com www.grocn.eom � l�cbrva�y S,2Q03 � Ms. Jcri Rattt. Plannin�Munagcr � C'ity of L�ublin � lUU C:ivic l�la•r.a � L)ubliii, CA 9456x � Re: 89U9 S�ur Rumun Rvutl,Sttrt Rtuna�� Y'fllag�L'lazrr � Asse.�s��r's Patcc!Number 94l-4164-UUl-U4 � Aurhorizad�n tu Prur�ss Approval.x � L�C3T MS. R�m: `� Th��ubjo�c �roperry iti c�wne�l by scverai entities; l't�c Gordon (�liver Ch�ritfthie Truat. � l't��Aldez�Uliver Charitsbl�'1'nut, (:)liver Pn�pertics LLC, Meriyn M. Uliver, F.milic A. � Uliver McC'lure,Ada1Ph A.Uliver Il! �nd Alexandra Pmietti (eall�cti�ely"Owner�"). � f3<incnr Pr��penies t�as cntared intu�n agrcc�nent witl� the Uwncrs to purc:hasc thc propercy, und the agrcenie»t ailaws tor}3.�ncot Prt�prrties to process the n�ccssary � aPpn����ls�o dcvclap the si�e.in�n a r�sidcntial subciivi,iva. ' � I, Murcy Grcenstein, nm lhc'Tntstc�for ThC Gurd��n(�liver t"..harit��blc'Tn�.tie and'l�h� � Ald�tt Uliver Gharitablc Tru3i,atid M�na�;cr�FUli�er Propertics LLC. i h�tve also � eaucdinated the yule c�1'thc pcoperty fi�r the rrmainin�;a�vners. Pleasr uccc}�t this lelter uti � auth��ri�iii�a.nd em�owcring F3ancor Prapertics to act.�S 311 3�,�tlt Un 1�11�1It�f t�1C OwRCCS cm ail m��ter�r�latin�to yubmitting�nd pr�cetising applicacions nec:essary tn develc�p the ,� �roperty. The anticip�tecl Ciry and agency �pplic��ioi�s i��cludc, but �re i�ut limit�d t�, � Genera) Ylan Amendment, �'l�nnzd Uevrlc,pmcnt Lonin6l�istrict, Sta�e 1 and Stage? Uavclopment Pl�u�s,Tcntative M�p, Fin:tl M��.�,and Sit�Plan Appravai. Nle:�se 1'orw;ird all Public IIearing Noticcs tn 391 S9 Pasco t'adre Purkw:ty,Suite .i I 5, � rreman�,C'A 94531i, and I will distributc:to the d�x:um�ats tu lhe Uwnen. Il'yr�u have uny yuestiuns,l catl bc re�u;hed at (S 1(1)797-8(ib(. � 5inc•n:l . � � � orey Ciree stcin Aucliori2cd epresent��ti��c�f the t�w�ners : � � � � --�- . ..._ ... .._...__..__.. .. � � �F DL� . � . Cti� d�-y . � /!t l� 111 . . � ig ���'—�� az �CIZ'y OF DUBLIN . � � ��� � �l �-\_�1±�,� 100 Civic Piaza. Dublin, Caliiornia 9a568 Weosite: http://www,ci.dublin.ca.us °1LI� R'` INITIAL STLTDY � (ENVIIZONMENTAL INFORMATION FORM—PART 1) � (To be completed by Appiicant pursuant to the Ciiy of Dublin � , Environmental Guideiines Section 1.� � Date Filed• � � GTs1�1ERAL INFORMATION: . . 1. Name and address of developer or project sponsor: . � Nt�ichael Banducci, Bancor Pror�erties LLC 1459 First Street, Livermore, CA 94550 � , � � . Address of Project: 8909. 8913—8A25 San Ramc�n Rnac� � 3. Name,address and telephone number of person to be contacted concerning this projeci: Michael Banducci, Bancor Prc????�-�?s r.r,c� � � � 1459 First Street, Livermore, CA 94550 : � 925-455-1072 � 4. List and describe any other reIated permits and other public approvals required for this proj � those required by city,reginnai,state and federal agencies: Genera]- Plan Amendment, Planned Development Zoninq District, Tentative Tract Ma�� F;r�l t��t f:ra�3i n{3 PPrmi f- 5. � � � Existing zoniag district: C—N Retail/O�fice � � - __ .. . ._� . . ...� • . . . :.. ._ . � .. . 6. Description of Project: (Inciude site area,uses,size and number of huildings,parking,numb � dweIling anits,schedvliag,and any other information aecrssary or heIpfui to uaderstand project This attach� • descriptiom m�st he compiete and accurate. Exhibits or p6otographs should be identified and attached.) ' � 7. Are the foIIowing items applicable to the project or its effects? Discuss below all items check� � addifioaaI sheets as necessary). . � • I'ES ...__. -�-�NO-._ _ ._..._ . .__ _.._. _._ --�--- �.:`•- X A. Change in ezisting features of aay bays,tideiands,beaches,Iakes or hills,or . . substantial alteration of ground contours. � ---._�..__ _-� --- �— �--...-�---•--- - - • �; .�---- : . ,�_ �B. Change in scenic views or vistas from existing residentiaI areas or public Ianc roads. , . - -----•---�- - .. .. ... . . .. ._ . .._ ... ... ._..... . .... � _� ' C. Change in pattern scaJe o�character of geaeral area project � � . ' �_ D. Significant amoants of solld waste of Iitter. . - Area Code(925) • City Manager 833-865a � Ciry Council 833-6550 •.Perscnnel 833•6605 • Economic DevelopmeAt 833-6550 � Finance 833-6640 • Public Wc�ks/Enqineering 833-6630 • Parks$Community Services 833-6645 • Poiica 833-6670 � � � G����DUBl f� Planner Date �//�_� �a\ CIT'Y OF DUBLIN 19(��� ; APPLICATION SUBNIITTAL REQUIREMENTS � �� �� �� i FOR � C9LIFOR��A GENERAL PLAN AMENDMENT (GPA) On a case by case basis,a City Planner will place a checkmark(�)next to the information required to be submitted. The City Planner � may determine that specific informarion is not needed to process a particulaz application. If the City Planner decides to waive certain � informarion,the City Planner will initial the waived information and keep a copy of the form for City records. � It is City policy not accept incnmplete applications unless a Planner has specified identifying those items waived by writing N/A and � their initials next to them. Please note incomplete applications received by mail or hand delivered by courier may be returned to the applicants. Incomplete or inaccurate information may result in processin;delays or denial of the project. � Checking off the Quick Check box does not necessarily mean that all the required applicarion items have been submitted. Staff will � do a thorough review�of the submittal for completeness and environmental determinarion, ofren involving an on-site visit. Staff will � send a nouce to you within 30 days listing the items necessary to complete the application. � To comply with State Iaw, the following represenu a comprehensive Iist of information which must be submitted prior to accepcance � of the application for a Genenl Plan Amendment: � GENERAL INFORMATION � Project Street Address/Location: 8909 8913-8925 San Rsmon Road . � Project Name: San Ramon Village Plaza Project Descripuon:Redevelop the site into a high guality "for sale" townhouse proj ect � ( ur�.ts General Plan Land Use Designarion: �Retail/Office Specific Plan Land Use Designarion: n�a 5b , Zoning District: C-N APN: 941-0164-001-04 & 941-0164-003-03 (portion) � Applicant Name: Bancor Propext3es T�T�C Phone:925-455-1072 � � SUBMITTAL QUICK � REQUIRED CHECK ` TYPE OF SUBNIITTAL REQUIItED � Comaleted Analication Form including the address and signatures of the Applicant(s)and ' o � Property Owner(s). �, Comaleted Environmental Information Fori�rinciuding si�atures of Applicant(s)and Property � Owner(s). � Anpiication Fee and Processine Deqosit ' : (Cash or cbeck payable�a Ciry of Dubltn� Fee Deposit $N/A $ � Environmental Filine Fees/Denosits � � Countv Administrative Fees($25.00) $ $N/A (check payable to Alameda County Clerk) � � Initial Studv Fee($25.00) $ $ N/A � (payable to Ciry of Dublin) Environmental Imnact Reoort Devosib S N/A � � (payable to City of Dublin . � S�ecial Studies D�osit(traffic,noise,etc.) $N/A $ (payable to City of Dublin ?'OTAL TOTAL FEE DEPOSIT � $ � � � Revised 2/4/99 � � � SUBNIITTAL QUICK � REQUIRED CHECIC TYPE OF SUBIVIITTAL REQUIItED � Completed Processin¢Fee AQreement Form � � Written Statement(1 copy)Describe in detail the following: ,✓ a. The proposed change to General Plan designarion(if map change)and/or policy(if text change). � . b. Your reasons for proposing the General Plan Amendment. , � c. How the General Plan Amendment will benefit the City of Dublin d. Address each element of the General Plan and policy of an applicable Specific Plan of the City � of Dublin and describe how each element/policy will be affected by the proposed amendment. e. Describe how the proposal will be compatible with surrounding land uses, enhance the . development of the general area,and create an attractive and safe environment. f. The physical suitability of the site for the type and intensiry of land uses proposed. � g. The potential of the property where the project is proposed located to contain a hazardous waste � and substances site(pursuant to Government Code Section 65962.5). Preliminarv Tit(e Reaort/Propertv Profile(1 copy)to document ownership,prepared within three months of application submittaL � � Public Notice Materials: � a. Reproduced copy of Alameda County Assessor's Parcel Map showing the project parcel(s) outlined in red and a 300-foot radius in blue drawn from the perimeter of the parcel(s), � b. Two sets of mailing labeis;one set addressed to current property owners by name;and � another set addressed to all current occupanu/tenanu on the propemes conriguous to the project site. The labels need to show the addresses and Assessor's Pazcel Number's within 300 feet of the parcel(s)typed on 8'/z"x 11"sheet labels. (Example of how these Iabels :should be typed:) � J.Doe(Property Owner) OccupantPTenant � APN: 941-042-OOa3 APN: 941-01Z-3456 � � 1010 Main Street 1010 Dublin Blvd. � Anytown,CA 91234 Dublin,CA 94568 �. c. Plain envelopes(1 set)4'/4"x9'/z"with first class postage(stamps only,metered mail will , not be accepted,no return address)with labels affixed on envelopes. � Vicin_itv Maa(1 copy)showing the site in relation to nearest cross streets. � � � � � ,. � � '� g:�forms\appsubreqlgpaI -2- � � � � � � y � SUBMI�'TAL QUICK . � REQUIRED CHECK TYPE OF SUBMITTAL REQUIRED � General Plan Amendment Diagram: (10 copies)drawn to 1"=20' scale and fully dimensioned � (folded,9"xl l"maximum size). The diagrams must be prepared and signed by a licensed civil � engineer,surveyor,architect,or designer. The diagrams must graphically and understandably describe the proposal. The plans must show the following: a. north arrow and scale; � b. general plan amendment area boundary; c. existing and proposed land use designations; � d. locarion and arrangement of existing and proposed land uses on site,and w.ithin 300 feet � beyond the general plan amendment area boundary; e. existing topo�aphy(dashed line)and proposed or fmish grade contours(solid line)-one-foot � intervals(slopes 3:1 or greater shall be five-foot intervals); � f. physical features such as creeks,streams,vernal pools,faults,flood zones and slide areas must be shown; � g. location of all public uses including but not limited to parks,schools,and trails; � h. existing trees-the species(common name),size,condirion,and location. Any trees proposed to be removed shall be idenrified; � i. existing and proposed locations of all freeways,arterials and collector streets; � j. summary of development calculations including: -site area(gross and net) � -maximum densities for residential and non-residential development , � -maximum number of residential units � -floor area of all non-residential buildings and uses Reduced Coaies(10 copies each, 11"xl7")of each plan. � / Site Color Photoeranhs/Siides(1 set)showing views of and from site,including neighboring � ✓ � development. (Prints should be mounted on 8'/Z"xl l"mount board.) (Slides should be placed in � clear plastic sleeve or holder.) A written inventory/index of the slides shall be provided. � Aerial Photo legibly showing a direct overhead view of the project site and 300 feet beyond its � ✓ boundary showing sufficient topographic data to indicate clearly the character of the terrain;t[ie type,location,and condition of mature trees,a�d other natural vegetation;and the location of existing development The aerial photo shall not be more than one year old. � Traffic Data specific to the site or proposed project: traffic generation rates,peak hour counts,trip � distribution and similaz information. (Applicant checks with Public Works Dept.for additional � information.) / SpeciaT Information or information in such form and number as may be required by the Planning �/ Department. � OFFICE USE ONLY Planner Date � 'Ihe Quick Check has determined that the applicarion submittal is incomplete and cannot be acceated. � � The Quick Check has determined that the application appeazs to contain the items reQUired bv this checklist (completeness as defined by Section 65943 will be determined within 30 days of application) and arocessing will begin. � � For assistance or questions regarding this form,please contact: PLANNING DEPARTMENT STAFF,CTTY OF DiT'BLIN, Y00 CIVIC PLAZA,DUBLIN,CA 94568,(510j 833-6610. � g:lfornulappsubreqlgpal � � -3 - � � a� Planner Date '�ir ��,��..D��., � -�� � �I/ �� ��� ' CITY OF DUBLIN � ' 19��i�8 APPLICATION SUBMITTR KKEQUgtfiMENTS � �c � 1�� PLANNED DEVELOPMENT ZONING DISTRICT � '�LIFOR� STAGE 1 DEVELOPMENT PLAN On a case by case basis,a City Planner will place a cbeclanark(�)next to the information required for submival. The � Planner may deteimine that specific information may not be needed to process a particular application. If the Planner decides to waive cer�aia information,the Planner will inirial the waived information and keep a copy of the form for City � records. . � � It is City�policy not to accept incompiete apQIications unless a Planner has specificaIly identified those items waived by � writing N/A and their inirials next to them. Please note if an incomplete application is received by mail or hand deliv�red by � courier it may be retnrned to the applicanL Incomplete or inaccurate information may result in processing delays or denial of the project � Checking off the Quick Check box does not necessarily mean that a11 the required appIication items have been submitted. � Staff will do a thorough review of the submittal for completeness and environmental determinarion,often involving an on- site visit Staffwill send a notice to you within 30 days Iisting the items necessary to complete.the application. � To comply with State Iaw, the following represents a comprehensive list of information which must be suomittod prior to � acceptance of the appiicarion for a Stage 1 Development Plan for the entire Planned Development Zoning District: � —-GENERAL INFORMATION� ---—�- �-�� � � Project Street Address/Location: 8909� $9�3-8925 San Ramon Road � Project Name: San Ramon Village Plaza � Project Desaription: R�velop site into a high quality "for sale" townhouse proj ect � 5� units) General Plan Land Use Desigaation: � Retail/OffiCe Specific Plan Land Use Desienatioa: � s� �/a Zoning Distric� C-N ApN; 941-D164-001-01 & 941-0164-003-03 � �'Phone��5-455-107Zp°rtion) . � APPlicant Name:_Bancor Properties LLC � SUStYIITTAI. QuiCK REQUIRED CHECIC . TYPE OF SUBMITTAL REQUIRED \ � Comnleted Analication Form including the address and signatures of Applicant(s) and Property dwaer(s): . � Comaleted Environmental Information Form including siguatures of Applicant(s}and property Ownez(s). Apniication Fee and Processins Devosit (Cash or checkpayable ta Ciry ofDublin) Fee • Deposit .� � PD Zaning Destrict,Stage 1 ��A $ Environmental FiIine Fees/Devosits � � � '� Countv Administrative Fees(�25.00) $ �� $N/A � � (duek payable to dlameda County Clerk) � $N/A J � Initial Studv Fee(525.40) • (puyahle to City of Dublin � Environmental Imaact Reaort Denosi#► $N/A $ (payable to Ciry of Dublirr Svecial Studies Deposit(traffic,noise,etc.) $N/A ' $ � (payabk to Clry of Dublin) ' TOTAL FEE TOTAL DEPOSIT $ $ � Revised 2/4/99 . � � . � . � • � , � � SUBMITTAL QUICK � REQUIRED CHECK T�tPE OF SUBMTITAL REQUIRED Stage 1 Site Plan (10 copies)drawn to 1"=20'scale and fully dimensioned(folded,9"x � / 11"maximum size). The plans must be prepared and signed by a licensed civil engineer, ,� surveyor,architect, or designer. The plans must graphically and understandably describe the proposal. The pIans must show the followin;: � a. north arrow and scale; � b. . location and arrangement of existing and proposed Iand uses; . c. groposed development stages for tEie entire Planned Development Zoning District; d, uses and struciures within 300 feet beyond the dis�ict boundary; � e. location af aIl public uses including but not Iimited to parks,schools,and trails; � � proposed entry monuments; g. existing and proposed locations of all freeways,arterials and collector streets. � h. summary of development calculations includin�: . � -siu area(gross and net) � -maximum densiries for residential and non-residential development -maximuai number of residential units -floor area of all non-residential buildings and.uses � PhasinQ Plan(10 copies)shall show the following by phase for the entire Planned � � Development Zonin;District(maybe inciuded in Sta,e 1 Site Plan if authorized by Director � of Communiry Development): _�_ � a. ' boundaries,timina and sequencing of the proposed deveIopment b. �oss and net areas and deasities c. residenriaI densities and non-residential square foota;e � d. existing and proposed Iand uses ' � e. existin�and proposed freeways,arterials and collector streets . � f. other infrastructure requirements incIuding water supply,wastewater collection, treaunent and disposal,and drainage systems � / Master NeiQhborhood LandscaoinQ Plan (10 copies)shall show the following: � y � �- p�� b. pedesuian circuiarion, c. landscapin� �� � d. . hardscape proposed at the neighborhood level � Reduced Conies(10�copies, 11"x I7")of each sheet for all plans -- . . I . .. . ._ . .. . � / Site Color Photo�ranhs and Slides(1 set)showin�views of and from site,including �� neiahboring developmen� (Prints should be mounted on 8%z" x 11"mountboard.)(Slides should be placed in ciear plastic sleeve or holder.) A written inventory/'mdex of the slides . � shall be provided. . . . Scale Model of Proiect:A scale model of the project to be submitted within one month � _ � _ . (not before)of the hearing date. . ,. . , • � � Aerial Photo legibly showing a direct overhead view of the proposed district and 300 foet . beyond its boundary showing sufficient topo�raphic data to indicate clearly the character of � the terraia;the type, location,and condition of mature trees,and other natural vegetation; � and the location of existin;development 13e aerial photo shall not be more rl�an one yeaz old. ��� g:lformslappsubre4lPdsta;el 3 . •. - . . .- . � � � /G���,�v���ll�\ Planner Date � j �/,�� � \�\ CITY OF DUBLIN � � I 19��—� 8� APPLICATION SLTBNIIT'f'AL REQUIREMENTS _ i � \ � � FOR � ; �������� PLANNED DEVELOPMENT ZONING DISTRICT � _ 't��"°���'' STAGE 2 DEVELOPMENT PLAN AND � SITE DEVELOPMENT REVIEW ( SDR) � On a case by case basis, a City Planner will place a checkmark (� next to the information required for submittal. The � Planner may determine that specific information may not be needed to process a particular application. If the Planner . � decides to waive cerrain information,the Planner will initial the waived information and keep a copy of the form for City records. � It is City policy not to accept incomplete applications unless a Planner has specifically identified those items waived by � writing N!A and their initials next to them. Please note if an incomplete application is received by mail or hand delivered by courier it may be returned to the applicant. Incomplete or inaccurate information may result in processing delays or denial of the project. Checking ofFthe Quick Check box does not necessarily mean that all the required application items have been submitted. Staff will do a thorough review of the submittal for completeness and environmental determination, often � involving an on-site visit. Staff will send a �notice to you within 30 days listing the items necessary to complete the � applicarion. � To comply with State law, the followin� represents a comprehensive list of informarion which must be submitted prior to � accepcance of the appiication for a Stage 2 Development Pian for all or a portion of the Planned Development Zonin� District and Site Development Review: � ' � GENERAL INFORMATION: �, Project Street Address/Location: 8909 r 8913-8925 San Ramon Road � Project Name: San Ra�mn Village Plaza Project Description:Redevelop site into a high quality "for sale" townhouse proj ect � General Plan Land Use Designation: Retail/Office Speciftc Plan Land Use Designation:n/a �5�units) Zoning District: C'N APN: 941-0164-001-04 & 941-0164-003-03 � ApplicantName: �cor Properties LLC Phone:925-455-1072 �p°rt1onj � . � SUBMITTAL QUICK � REQUIRED CHECK TYPE OF SUBMITTAL REQUIRED � Completed Auviication Form including the address and sienatures of Applicant(s) and Property Owner(s). Comoleted Environmental Information_Form including signatures ofApplicant(s)and � Property Owner(s). Aaalication Fee and Processing Deposit (Cash or check payable to Ciry ojDublin) . Fee Deposit PD Zoning District,Stage 2 �N/A $ Site Development Review • $140 $ � Environmentai Filine Fees/Deposits . Countv Administrative Fees($25.00) . , $ $N/A (check payable to Alameda Covnty Clerk) Initial Studv Fee (�25.00) $ $N/A (payable to Ciry aJDublin Environmental Imuact Report De�osit� $N/A $ (payable to City ojDubtin � Soecial Studies Deposit(traffic,noise,etc.� $N/A $ � (payable to Ciry of Dublin) � ' TOTAL FEE TOTAL DEPOSIT . $ $ � Revised 2/4/99 . ' � ._ � � SUBMITTAL QUICI{ • � � REQUIRED CHECtC TYPE OF SUBMITTAL REQUIRED � Comaleted ProcessinQ Fes Agreement Form / Findin�s Statement: (1 copy)provide the following information necessary for required � V findings of approval to be made: � a. Describe how the proposal will be harmonious and compatible with esisting and future � development in ttie surrounding area. +� b. Is the site physically suitable for the type and intensity of the zoning district being � proposed? � c. Will the proposal adversely effect the health or safety of persons residing or working in the vicinity,or be detrimentai to the public health,safety and welfare� d. Is the proposal consistent with all elements of the General Plan and any applicable � Specific Plans of the Ciry of Dublin? e. How does this project satisfy the purpose and intent of Chapter 8.32"Planned � Development" of the Municipal Code? e. How does this project satisfy the purpose and intent of Chapter 8.104"Site � Development Review"of the Municipal Code? � Written Statement: (1 copy)describe the project in detail,state the benefits and costs the � � rezoning will have upon the City and give reasons why the application should be approved. Provide factual information supportin;the following: Planned Development ZoninS District a. Statement of comparibility with Sta;e 1 Deveiopment Plan(if applicable). b. Proposed Uses, including permicted,conditional,and accessory uses; c. Site azea(gross and net),maximum densities for residential and non-residential development by type,minimum densities where applicable for compliance with the Dublin General Plan or applicable specific plans;and maximum number of residential � units by type and or maximum non-residential square footage for eacfi use. . d. Development Re�ulations for lot areas,lot square foota;e per dwelling unit,lot width and frontage, lot depth,setbacks,distances between buildings;maxunum lot coverage, � common useable outdoor space, floor azea ratios,height limits,pazking,driveways loading areas,signage, grading standards, and trash enclosures,accompanied by any � necessary diagrams .� e. Area-wide and project-wide architectural standazds,concepts and themes. f. Indicate how this project would be co�npatible with the Inctusionary Zoning Regulations � for the provisions of affordable housing. This statement should supptement any statement regarding compiiance with the Housing Element of the General Plan. : g, Is the site where the project is proposed located on a hazardous waste and substances � . site(pursuant to Government Code Section 65962.5). Site Development Review a. What type of business,activity or use are you proposing? b. How many employees will you have or propose to have? c. WEiat are the proposed hours and days of operation? d. Are there any ways in which your business,activity or use have a negative effect on the health or safety of persons residing or working in the vicinity, or be•detrimental to the public health,safety or geneial welfaze. e. Describe how the design of the project including site layout,structures,vehicular access,circulation and parking etc.will provide a desirable environment for the future development. f. Is the site physically suitablo for the type and intensity of development proposed? � • � g:lforms�appsubreqlpdsdr Z � � � ' � � SUBMiTTAL QUICK � REQUIRED CIiECK TYPE OF SUBMITTAL REQUIRED � V g. Describe how the proposed development may impact views. �� h. Describe the physical characteristics of the site inciuding existing slopes and topographic features and any proposed changes to these features. i. Describe the architectural design/theme of the develogment including character,scale � and quality of the design,and explain how the project will relate to and be compatible with the existing site and the character of adjacent buildings,neighborhoods and uses. j. Describe how the landscape features have been designed so as to insure visual relief and an amactive environment for the public. � � � � � Vicinitv Man(1 copy)showin�the site in relation to nearest cross streets. � / Site P1an(10 copies)drawn to 1"=20' scale and fully dimensioned(folded,9"x 11" � � maximum size). The plans must be prepared and si;ned by a licensed civil engineer, surveyor, architect, or designer. The pians must�aphically and understandably describe � the proposal. The plans must show the following: � a. North arrow and scale; � b. Location and arrangement of e�isting and proposed land uses; � c. Location and arran;ement of existin�and proposed land uses within 100 feet beyond the dis�ict boundary; � d. Phasing boundaries per Stage 1 Development Plan; � e. Location of public uses including but not limited to parks, schools and trails; f. Proposed entiy monumenu; � �. Existing and proposed locations of freeways, arterials and collector streets; h Contours; ' i. Limits of�rading; ' � j. Dimensioned property lines,existin,and proposed easements and adjacent sueets. � k. Location,setback and dimensions of all existing and proposed structures on the site; � 1. Parking infarmation, including: -parking ratio(i.e.pazking spaces/�'800 sq. ft. of building), � -parking provided, � � -parking required, -handicapped spaces, � -total project, . -number of parking spaces per row (indicate compact spaces with `c'), -typical parking stall dimensions, � -parking aisles dimensioned, � � � -en�ance drives dimensioned, ' -ad'equate back-up dimensions � -striping plan � -lightin;fixtures • � � -cart corrals,if required,. , m. Loading/receiving azeas: ' . -dock location and truck access -truck well . � -turnazound area dim�nsions -trash compactor . � -paFte cochere � � �:\forms\appsubroq\pdsdr 3 � � � � • . � SUBMITTAL QUICK � REQUIRED CHECK TYPE OF SUBMITTAL REQZJIItED � n. Locarion,setback and dimensions of all existing and proposed: -driveways, � -median openings, -loadin,areas, � -handicapped ramps, � -sidewallc/pathways, � -pedestrian circulation, � -landscaped areas, � � � -fences, � � -retaining walls, -sigiage, � -trash enclosures, and � ,uriIity connections on site; o. Location,setbacks and d'unensions of all existing and proposed s�uctures,parking, � driveways,walkways,landscape areas,fences,retaining walls,signage and trash � enclosures within 50 feet of the project site; ' p. Summary of development calculations including: � -site area(�oss and net,each floor and total) -maximum densities for residential and non-residential development by type -maximum number of residential units by type -maximum non-residential squaze fooiage for each use � -number of parking staIls(required and proposed), -lot area coverage(allowed and proposed), -percent of landscaping � -when.appropriate,number of beds,students,dining seats,auditorium/church seats, occupants,employees of largest work shift, or square feet of assembly floor area. � Preliminarv Gradin�/Drainase Pian(10•copies,folded,9"x 11"maximum size)showing: � a. Existing topography(dashed line)-one-foot intervals(slopes 3:1 or greater shall be five-foot intervals) b. Proposed or finish�ade contours(soIid line)-one-foot intervals b. Boundaries of all cut and fill areas � c. Cross-sections of site where topo;raphic changes exceed 5% � d. Direction and path of drainage on,through and off the site(indicate any proposed and existing drainage catchbasins and p�e) � . e. Retaining walls with critical spot elevations � f. Pad elevations for appurtenances(i.e.trarisformer,aenerator,etc.) g. Finish floor elevations � � � . � � � � � � � � . : � � g:iformslappsubreqlpdsdr . 4 . • � ' ' '. � � � . � � SUBMITTAL QUICK , s�� REQUIRED CHECK TYPE OF SUBMITTAL REQUIRED � Preliminarv Utilitv Plan (10 copies,folded,9"x 11"maximum size)showing: � a. Electric Service routing from existing supply to building(including poles,auy wires, conduiu(min.5-4"), conductors(number and size)etc. � b. Transformer,generator,propane rack enciosure(across from electric room) � c. Gas service d. Water service, location and size including,domestic water with meter,back flow � preventer and/or detector value location, fire hydrants with protection; fire department connection and P.I.V. e. Sanitary Sewer locarion and size including, manholes and cleanouts(100' O.C.) � f. Telephone service � g. Easemenu(existing and proposed) � h. Critical crossings calcu(ated for clearanee(encasement if required) I. Approximate light pole locations � j. Storm drain system(with invert elevations) k. Building rie-ins with sanitary sewer and storm drain L Stub out locations for future pads,if any � m. Finish floor elevations � � PreIiminarv Landscapins Pian (10 copies,folded 9"x 11"maximum size)This plan shall � be consistent with the site plan and architectural plans for the proposed Planned Development and shall implement the Master Neighborhood Landscaping Plan. The plan � shall demonstrate clearly the character,massin�and site compatibility of the proposed � � landscaping program and shall include the following: a. Design layout showing the desired landscaping program in terms of location of proposed landscaping and hardscape, � a. Plant palette with the location,si2e and name of the proposed plants and trees(both common and botanical b. Locations of proposed,berms,concrete curbs,paths,fencing,and miscellaneous � structures(including above grade utiliry structures such as PG&E transformers). c. Percent of landscaping(and how it is allocated) d. Statement of overall design theme e. Areas proposed for outdoor use � f. Outdoor furniture details �• � g. Lighting plan including pedestrian level,security and pazkin,lot Iighting . � Building Elevations(10 copies)fully dimensioned and drawn to a 1/8"= 1' scale of all � ' sides of all proposed structures. Elevations must include building materials,colors,trash � enctosures,fencing,roof screening details and signage. . � Colored Building Elevations(1 set,full size and mounted) � Color and Materiai Palette(1 set)indicatin;the proposed finishes of all exterior materials � (including roof and walls)and color samples of paint or manufactiued products to be applied on the building exterior(including fascia and trim). � � Floor Plans(10 copies)fully dimensioned,drawn to scale,showing exterior doors and � windows,stairways,mechanical rooms and hailways(folded,9"x I 1",maximum size) � Roof Plan(10 copies)drawn to scale showing the direction of slope of roof elements and � locarion of inechanical equipment,ducts and vents(folded,9"x 11",maximum size). � ;�# g:lformsiappsubreq\pdsdr 5 � � � � � SUBMITTAL QUICK � REQUIRED CHECK TYPE OF SUBMTI'TAL REQUIRED � / Reduced Conies(10 copies, 11"x 17")of each sheet for all plans N � � Site Color Photo�raohs and Slides(1 set)showing views of and from site, including neighborin�development. (Prints should be mounted on 8'/:" x 11"mountboard.)(Slides should be placed in clear plasric sleeve or holder.) A written inventory/index of the slides � shall be provided. � Scale Model of Proiect: A scale model of ths project to be submitted within one month � (not before)of the hearing date. � � Aeriai Photo le�ibly showing a direct overhead view of the proposed district and 300 feet beyond its boundary showing sufficient topographic data to indicate clearly the chai�acter of : � the terrain;the type,location,and condition of mature trees,and other natural vegetation; � and the location of existing development. The aerial photo shall not be more than one year old. Preliminarv Title Report/Proaertv Profile(1 copy)to document ownership,prepazed � within three months of application submirtal Public Notice Materials: � a. Reproduced copy of Alameda County Assessor's Parcel Map showin�the project � pazcel(s)outlined in red and a 300-foot radius in blue drawn from the perimeter of the parcel(s), � b. Two seu of mailin; labels;one set addressed to current property owners by name; _ and�another sct addressed to all current occupants/tenanu on the properties contiguous to the project site. The labels need to show the addresses and � Assessor's Parcel Number's within 300 feet of the parcel(s)typed on�8Y�'x Il° , � . sheet labels. (Example of how these labels should be typed:) � J.Doe(Property Owner) Occupant/Tenant � APN: 941-042-0003 APN: 941-012-3456 ; 1010 Main Street �1010 Dublin B(vd. � ` Anytown,CA 91234 Dublin,CA 94568� � c. Plain envelopes(1 set)4'/,'x9'/i'with first class postage(stamps only,no metered mail accepted, no return address)with labels affixed on envelopes. � � . � Legal Descriptions(1 copy) , Traffic Data specific to the site or proposed project: traffic generarion rates,peak hour counts,trip distribution and simiIar information. (AppIicant checks with Public Works Dept.for additional information.) � � � � � � � g:iforms�appsnbreq\pdsdt 6 ; � ' � � � , � � SUBMITTAL QUICK � REQUIRED CI�ECK TYPE OF SUBMITTAL REQUIRED J Special Information or information in�such form and number as may be required by the Planning Department. � . � � � . � OFFICE USE ONLY Planner Date � � � The Quick Check has determined that the apptication submittai is incomalete and cannot be acceated. - ' � The Quick Check has determined that the application appears to contain the items reQUired bv this checklist I � (completeness as defined by Section 65943 will be determined within 30 days of application)and urocessin� will begin. � � For assistance or questions regarding this form, ptease contact: PLANIYING DEPARTMENT STAFF, CITY OF � DUBLIN, 100 CIVIC PLAZA,DUBLIN,CA 94568,(510)833-6610. � � � � � � � � � � ��� � ' � � � ' . � � � . � � . � . � � � . . � � � � g:lformslappsubrcqlpdsdr � � • . � _ � . � �---„ Planner Date : �ti`��oF DU�4�� � � /��/ � \��� � ` i19�� ��82� � CITY OF DUBLIN � ; \\��\��,���� ; APPLICATION SUBMITTAL REQUIREMENTS � G',y �.� �� � FOR � i \'L�—FO—R`�' � TENTATIVE SUBDIVISION MAP (T . MAP) � On a case by case basis,a City Planner wiIl place a checkmark(�next to the information required to be submitted. 'I'he City Planner � may determine that specific information is not needed to process a particular application. If the City Planner decides to waive certain � information,the City Planner will initial the waived information and keep a copy of the form for City records. Incomplete application submittals will not be accepted unless a Planner has specifically identified those items waived by writing N/A and their�initials next to them. Incomplete or inaccurate information may result in processin�delays or denial of the project. � Checking off the Quick Check box does not necessazily mean that all the required application items have been submitted. Staff will � do a thorough review of the submittal for completeness and environmental determination;often involving an on-site visit: Staff will send a notice to you within 30 days listing the items necessary to complete the application. � To comply with State law,the following represents a comprehensive list of information which must be submirted prior to acceptance of the application for a Tentative Subdivision Map: � GENERAL INFORMATIOIY � Project Street Address/Location: 8909� 891'�- fi�325 San Raa�n R�ad ' � Projecr Name: San Ramon Villacte Plaza ; � Project Description: Redevelop the site into a hiah uualitv "for sale" townhouse Aroiect. � General Plan Land Use Designarion: �etail/Office Specific Plan Land Use Designation:n/a t�.�sth�'�S) � Zoning District: C-N APN:9a�_m ti4._nm_n4 R �a�_n�Fa_�R�_n3 � ApplicantName: Bancor Prope.rties .LLC Phone:�5-455-1072 ��rtion) . � Submitta! Quick - � ReQUired Check � " Comaleted Analication Form including the address and signatures of AppIicant(s)and Properry � Owner(s). � Comnleted Environmental Information Form including sianatures of Applicant(s)and Property Owner(s). � � � � � Analication Fee and Processin¢Deaosit (Cash or check payable to City of DublinJ Fee DeDOS�t � ' For Filing of previously approved map �� � '� Tentative Map (TM) $N/A � Tentative Parcel Map(TPM) �100 Environmental Filing Fess/Deaosits Countv Administrative Fees($25.00) N/A ' ' (check payable fa Alameda CnuteYy Clerk� � ; ' ' � Initial Studv Fee($25.00) (payable to City of Dublin) � N/A �'Environmental Imnact Report Deposit(payable ro City oJDublin) N/A : � Special Studies Deposit(traffic,noise,etc.) (payable to Ciry ojDublin) N/A __ � �� � ' • � • � - �� � - ` TOTAL FEE TOTAL DEPOSIT � � .. _ _ . �� � �' Processing Fee Asreement Form . � � � � � Submittal Quick Reauired Check � f. Vicinitv Ma�-A vicinity map showing roads,adjoining subdivisions,showing Assessor's Parcel Numbers of adjacent properties. �. Adiacent Develovments-The name and number of adjacent subdivisions,showing Assessor Parcel Numbers(APNs)of adjacent properties. � h. Existins Tonoeraohv and Imvrovemenu-Existing topography and improvemenu on the site � and at least 100 feet beyond its boundary,including: , � (1) Existing contours at two-foot intervals if the existing slope is less than 10%and at not less than 5' intervals for existing�'ound slopes equal to�or greater than 10%. Contour � intervals should not be spread more than 150 feet apart. Existing contours should be � -. . represented by dashed lines. � (2) Species(common name),size,condition, location,and dripline of existin;trees over � 12 inches in circumference,24 inches above grade. Any trees to be removed shall be � . so indicated. ; (;) The approximate location and outline of existing structures identified by rype. I�r Buildings to be removed shall be so marked. (4) The approximate location of all areas subject to inundation or storm water ovecflow . and the location,width and direction of flow of each water course. � (5) The locarion of pavement and ri;ht-of-way and the name of existin;streets and ; � highways. (6) The widths, locations,and rype of all existing easements. � (7) The location and size of existin�sanitary sewers,water mains,and stotm drains. � (8) The approximate locaaon of the 55,60,65 and 70 CNEL(Communiry Noise ' � Equivalent Leve!)contours,if any. (9) Location and description of significant fearures such as rock outcroppings,wells and any utiIity structures and whether or not they are to be retained. � i. Pronosed Imnrovements includin;: (1) The location,grade,centeriine radius,and arc length of curves and tangents,and ri�ht- . � , of-way widths to scale. Typical sections of all streets,alleys,and pedes�ian ways must be shown. � � (2) The location and radius of all curb returns and cul-de-sacs. � (3) The angle of intersection su�eeu if such angle deviates from a right angle by more than four degreas. . � (4) The approximate lot layout and the approximate dimensions of each lot and of each buiIding site. Engineering daca must show the approximate finished�ading of each lot,the preliminary design of all grading,the elevation of proposed building pads,the top and toe of cut and fill slopes.�o scale, and the number of each lot. Buildable lots are to be numbered consecutively,beginning with number"1". .. . • � � (5) Proposed contours at two-foot intervals must be shown if the existing ground slope is � less than 10%. � � (6) Proposed recreation sites,trails,and parks for private and public use. ,. . ., (7) Proposed common areas and areas to be dedicated to public open space. (8) The location and size of sanitary sewers,water mains,and storm drains. Proposed slopes and approximate elevations of sanitary sewers and storm drains must be _ .. . . indicated. '.� .> . . � _ • . , � (9) Location,size and species of proposed and exisiing street trees : , . .. _: .. (10) Location,height and type of street lighting. � j. Names-The name(s)of the geologist or soils engineers whose services were used in the � prepazation of the tentative map. • � k. Source-The source and date of existing contour mappirng. 1. Phases-If it is planned to develop the site as shown on the tentative map in phases,the proQosed phases and their sequence should be described and shown in;raphic form on the map. g:lformslquiktmap . -3 - . . � � ' � : � � � SAN RAMON VILLAGE PLAZA � � � Supplemental Application Information ' � � I. IlvITIAL STUDY(ENVIRONMENTAL INFORMATION FORM—PART I) . Proiect Description � �+ The proposed project is on 4.62 acres located at the northwest corner of Bellina � Street and San Ramon Road extending to Alcosta Boulevard in Dublin. � Currently,the property includes approximately 48,400 SF of underutilized retail � and parking lot. Bancor Properties is proposing to raze approximately 34,000 SF of the building and adjacent parking lot in order to construct 56 "Walk-up" style townhouse units as well as remodeling the remaining retail center(approximately 14,400 SF�. The remodel is being designed to compliment.the residential project and create a village type neighborhood. � The townhouses will be 3 and 4 bedroom homes ranging in size from 1186 and 1642 SF. It is our intention to begin demolition, grading, and construction soon � after receiving final approvals from the City, which we hope is later this summer. Build-out of the project should take between eighteen (18) and twenty-four(24) months. � . Site photographs were included with the original submittal package. � II. GENERAL PLAN AMENDMENT(GPA) Written Statement � a. The current General Plan designation for the subject property is RetaiUOffice. � Bancor is proposing to change the GP to Mixed Use-Medium-High Density � ResidentiaURetaiUOffice. � b. The purpose of the General Plan amendment is to allow for the development � of a high quality project which includes residential townhouses and commercial retail. The townhouses are a vital component to the creation of the small urban village. The residential portion helps support the retail � component of the project creating a viable retail center as well as serving a � complimentary transition area between the retail and the existing single- family residential neighborhood to the south. ; � c. The General Plan amendment allows for the revitalization of a main gateway � into the City. Currently, the worn retail center features an expansive parking lot that many times parks more abandon cars than customer cars. Our goal is � � � � � � to create a vibrant village neighborhood, which conveys a positive first impression as you enter Dublin. d. The project meets many of the guiding policies of the Housing Element. � Specifically, the General Plan promotes designating sites for mixed-use that includes both the RetaiUOf�ce and Medium-High Density Residential where services are available, the use supports itself,proper roadways and roadway � capacities are available, and mixed-use would be compatible with adjacent � land uses. The proposed project meets all these objectives and is a perfect property for the mixed-use designation as defined in Section 2.2.5 of the GP. � The project is located down the street from a Wheels bus service, and is � adjacent to a Class I Bike Route. The project will provide a concrete pad, � which accommodates a standard bus shelter if and when Wheels brings � service to the site. � Sound studies were performed on the site and noise will be mitigated where � feasible to reach the levels indicated on Table 9.1: Land Use Compatibility for � Community Noise Environments. � e. The project was designed to be compatible with the surrounding environment. The design of the houses places all the garages in allies at the rear of the units thereby reducing the visibility of the garage doors as much as possible. The ;,� view from the retail center and the adjacent neighborhood to the south will have a view of the buildings "besY' side, which includes detailed architecture and traditional row house appeazance. The "walk-up" style is not only � traditional,but in this case serves several purposes. Because the first floor living area is elevated,the design provides additional privacy and a sense of � security for the units facing the streets and the retail center. The elevated � living area also serves to help mitigate some of the noise exposure from those same areas. This type of unit also provides for a safer neighborhood by placing "eyes"on the streets and open spaces by locating the living areas, � porches, and decks at the fronts of the homes. � Bellina Street and the storm drainage canal separate the residential neighborhood to the south from the project. Additionally,the rears of the � existing houses face Bellina Street and the canal. � f. The property is located adjacent to commercial uses, two arterial roads and the freeway. A higher density residential project is more conducive to this type of environment than a single-family neighborhood. The site is currently covered with 95%impermeable surface(asphalt,concrete walks, and roof tops), and the proposed project will decrease the storm runoff. � g. The previous owner of the property performed soil samples under the former _ dry cleaners and found minor concentrations of VOC's. The site currently poses no risk to the cunent tenants and according to the previous property � owner; the site received a"No Further Action" letter from the San Francisco Regional Water Quality Control Board,Toxics Cleanup Division (letter � provided with Phase 1 Environmental Assessment). After several discussions � � . � � � � � � with the previous owner's Environmental Consultant and our Environmental � Consultant, we are comfortable that the site will be suitable for a residential development. Upon demolition of the building, we will perform a thorough investigation of the soil. If our investigation shows higher than allowable levels of lingering compounds from the dry cleaners, we will enter into a � Voluntary Clean-up Agreement with the State and cleanup the site to � residential remediation standards. The previous property owner has agreed to pay for the cleanup costs if required. � III. PLANNED DEVELOPMENT ZONING DISTRICT, STAGE 1 � DEVELOPMENT PLAN � � Finding Sta.tement ' � � a. The project was designed to be compatible with the surrounding environment. The design of the houses places all the garages in allies at the rear of the units � thereby reducing the visibility of the garage doors as much as possible. The � view from the retail center and the adjacent neighborhood to the south will have views of the buildings "best" side, which includes detailed architecture and traditional row house appearance. The "walk-up"style is not only traditional,but in this case serves several purposes. Because the first floor living area is elevated,the design provides additional privacy and a sense of security for the units facing the streets and the retail center. The elevated � living area also serves to help mitigated some of the noise exposure from those same azeas. � Bellina Street and the storm drainage canal separate the residential � neighborhood to the south from the project. Additionally,the rears of the existing houses face Bellina Street and the canal. � b. The property is located adjacent to commercial uses, two arterial roads and the ,� freeway. A higher density residential project is more conducive to this type of environment,than a single-family neighborhood. The site is currently covered with 95%impermeable surface, and the proposed project will decrease the storm runoff. � c. The project will not adversely affect the health or safety of persons residing or working in the vicinity, or be detrimental to the public health, safety and : � welfare. � d. The General Plan is being amended simultaneously with this application to allow for this development and the proposed project will be consistent with the elements of the General Plan upon approvals for the project. e. The Planned Development Zoning will allow for the development of an urban village style neighborhood, which includes smaller setbacks,intimate � driveways,pedestrian oriented pathways, and a design which orientates the garages at the rear of the units to bring the living areas and people closer to public realm and not the automobile. The residential aspect of the project is ; � being coordinated with the redevelopment of the retail center to create a � � � � � � � � compatible neighborhood, which promotes the villager to walk to the local shop or restaurant. � Written Statement a. The following uses are permitted: (see Stage 2 Description) ; � b. Conditional Uses: The following uses may be permitted subject to approval � of a conditional use pernut: (see Stage 2 Description) � c. Site Area: 4.62 Acres (Gross and Net),Residential Net Site Area: 2.26 Acres, : Maximum Density: 25 du/ac,Minimum Density: 14 du/ac, Actual Density: 19 � du/ac(Gross)/24.8 du/ac (net). ' � d. Inclusionary Housing Requirement: Currently,Bancor intends to construct � the required seven (7) affordable units on site per the Inclusionary Zoning Regulations. Our calculations show that we would meet the Zoning � Ordinance by providing four(4)moderate income priced units,two(2) very- � low priced units, and one (1)low income priced unit. The units will be � dispersed throughout the project, with four-three (3)bedroom units and three- four(4)bedroom units. � e. Bancor is requesting that two phases are approved for the project. Phase 1 of the project includes 46 units and Phase 2 includes 13 units. The phasing grovides additional time to work with the tenants if necessary,in the portion � of the building that is going to be razed in order to�nd an alternative location � either within the remodeled center or at an off-site location. It also allows ' additional time for the cleanup of the soils under the former dry cleaners if � necessary. � f. A portion of the property contained a dry cleaner, which did cause some � minor contamination under the building just below the surface. If necessary, the site will be cleaned to meet government regulations for residential � neighborhoods. Besides that, the site appears to be clean. IV. PLANNED DEVELOPMENT ZONING DISTRICT, STAGE 2 DEVELOPMENT PLAN AND STTE DEVELOPMENT REVIEW (SDR) Finding Statement a. The project was designed to be compatible with the surrounding environment. � The design of the houses places all the garages in alleys in the rear of the units thereby reducing the visibility of the garage doors as much as possible. The view from the retail center and the adjacent neighborhood to the south will have view of the buildings "best" side, which includes detailed architecture and traditional row house appearance. The "walk-up" style is not only traditional,but in this case serves several purposes. Because the first floor � living area is elevated,the design provides additional privacy and a sense of � security for the units facing the streets and the retail center. The elevated living area also serves to help mitigated some of the noise exposure from those same areas. � � Bellina Street and the storm drainage canal separate the residential � neighborhood to the south from the project. Additionally, the reazs of the existing houses face Bellina Street and the canal. � b. The property is located adjacent to commercial uses,two arterial roads and the � freeway. A higher density residential project is more conducive to this type of � environment than a single-family neighborhood. The site is covered with 95% � impermeable surface, and the proposed project will decrease the storm runoff. � c. The project will not adversely affect the health or safety of persons residing or working in the vicinity, or be detrimental to the public health, safety and � welfare. � d. The General Plan is being amended simultaneously with this application to allow for this development and the proposed project will be consistent with � the elements of the General Plan upon approvals for the project. . � e. The Planned Development Zoning will allow for the development of an urban village style neighborhood, which includes smaller setbacks,intimate : � driveways,pedestrian oriented pathways, and a design which orientates the � garages at the rear of the units to bring the living areas and people closer to the public realm and not the automobile. The residential aspect of the project � is being coordinated with the redevelopment of the retail center to create a � compatible neighborhood, which promotes the villager to walk to the local � shop or restaurant. � f. The project and application will follow the procedure for the "Site . � Development Review"process with the information provided above. . � � Planned Development Zoning District � a. N/A-Processing Phase 1 simultaneously. b. Proposed Uses: Residential and Commercial � c. Total site area is 4.62 acres, gross and net,maximum density for the residential is � 25 units per acre,m�imum density for the non-residential is per � commercial guidelines, minimum density is 14 units per acre. � d. Development regulations (see plan set) � e. The theme of the project is an urban village,utilizing wrought iron,metal and ' � asphalt shingle roofing, metal awnings, and vibrant colors. � f. Inclusionary Housing Requirement: Currently,Bancor intends to construct the ' � required seven (7) affordable units on site per the Inclusionary Zoning Regulations. Our calculations show that we would meet the Zoning Ordinance � by providing four(4)moderate income priced units, two (2) very-low income � priced units, and one (1)low income priced unit. The units will be dispersed � throughout the project, with four-three (3)bedroom units and three-four(4) bedroom units. � � ' � � �w � g. A portion of the property contained a dry cleaner, which did cause some minor � contamination under the building just below the surface. The site will be cleaned up to meet government regulations for residential neighborhoods. Besides that, � the site appears to be clean. � � Site Development Review � a. The proposed project is for 56 "for sale" townhouse units and approximately � 14,400 SF of retail. b. N/A � c. The proposed hours of operation are 5:00 AM to 1:00 AM. d. No, the project only has positive impacts on the community. The project provides an inherently more affordable housing product,reduces drainage runoff by increasing the amount of landscaping,redevelops a blighted shopping center,reduces potential traffic by changing a portion of the use from retail to residential, and increases the property value by an estimated$20 � Million,which will also increase adjacent property values. � e. See project description above. � f. The property is located adjacent to commercial, two arterial roads and the freeway. A higher density residential project is more conducive to this type of environment, than a single-family neighborhood. The site is 95%covered � with impermeable surfaces, and the proposed project will decrease the storm � runoff. The site slopes gently to the southeast and we are utilizing existing utilities on site. g. The site will have little impacts on the views. It may reduce the visibility of the freeway for the neighbors above the project to the west. h. The site includes an existing worn retail center with very little landscaping or architectnral interest. There are existing storm, water and sewer services on site that will be utilized to serve the project. i. The theme of the project is an urban village,utilizing wrought iron,metal and � concrete roofing,metal awnings, and bold colors. � j. The landscape features are the most predominant at the project entry along Bellina Street. This is the most visible side of the project from the existing neighborhood to the south and from San Ramon Road. The plan calls for the � addition of street trees along this street, an entry plaza area, and a tot lot, as well as wrought iron fencing, hedges, and lawn areas. Along San Ramon Road, the existing Right of Way vegetation is mature and in good condition, � and will provide an attractive screen between motorist on the roadway and the homeowners living in the project. The project has more of suburban feel on this edge of the project and transitions into a more urban project as it moves closer to the retail area. � � � � � � � � � � � � � � � � m ,� o � o .- c� v � ~ � � � �t N � � � 00 O � � N N � � � � y � N N � O � ' a c� -� v � m � C d fD O (D (� '� N °� � � C V O O G� � . � Q' � U � � � � N a � V C y � (p 'O N C � m C T e- � O � � o y d � � N N U O M � � � � c a @ 'v � � � V o y m d � N p O O � � � ~ � m � � � m a y m � � � � � 3 0 °7 E N � a� 'o 0 � � eo o � � m c, � � � N � p � � `o . ._ � a n � y c d d' � m y C �N„ C � � �o '� � � � M � � O n � O O O 7 n � M � d C � � � � � � C � C � � � �C � �N � O t0 v a N c �' � � � � o dd �' N N N O M lA O u°�i u�i - � M CV � � d � j C m m . U` N � .`�,c� � � � N > > � � p � � ..J o o a0 � m m Qi p C � � � 7 N O N � � a�i a�i � - y� Z � ��- st M f� `r v v Cd d d r+ � � � � O� — k c Q m � ¢ m p w i� u� v� W �� c � � � � `° a N � � a � � ° " " � � f0 � L L U � � LL � � �o . I� i �D- � � o E a�i � o° o w � � ; � � a � � � � U c� LLU. � z � N � � � � s � • � . � SAN R.AMON VILLAGE PLAZA � • DUBLIN, CALIFORNIA � � � _� � .. . . a � , � � . , � � ' � � � ___________-__--.�"� r � 3,. . _ _ — — _ a . . . . � _ � _ . � � � . - . �� . � � � � � � �._ „ x. - � � f i » , , � �` � �,�,� _ . . . _ � �...�..�. . . ______ _ _ .�,, _ � _ �.� ���t �� �`,�',g�5 `3�� fi'�`� •� r�'��'1c .h �'�'et' � - 4'"" .� 4` `���`i��L m�w �:'�; • c��� _s: '�'�'"i �.�-�`''(,� � ....,� �'de':. .. �� �x4�' a� - � .'a�.�`� k . s m.xS$- .°�'�.A�'Y'� � e.a� -.. � ��� ~ 1 �. t.s��� ' .xa.r`�+�- �_. _ ' � v " _,� � �cA i"4.., �. � �J. • , . �as „� z- "'--_ �.T r� � .�� a=.;' -..�.,�,,,;��, ,- _ .• A :T.r-:. -kfi, ; y .. • "��G' +R���.;,',.....:',:a _ " x f � � 1 ��$` r � y ' t .. . f,�jf/���4 �:�t��'x.�� � � ���-yt�^".�"i bil # S-.: '�i'��3�?�� • - . � t�.'�.,,i . �' .� . �� ,. • • A MIXED-USE DEVELOPMENT � OF � � COMMERCIAL AND RESIDENTIAL � � �ity �# D�lia • AP P Rov � � • � ����� � � � � • �� � - �� �� � PRESENTED TO: CITY OF DUBLIN �A #� (�"Z � U<c 3 � CITY COUNCIL -+4 • MAY 18, 2004 ��a�,; ��d- �D���(�1 « DEVELOPER: BANCOR PROPERTIES LLC R8�1�en Date: � � ����' � .� ����2G �V-2 � ��� � CONSULTANT TEAM: CARLSON, BARBEE, & GIBSON ��(��5�� , THE GUZZARDO PARTNERSHIP a �v� 0 � DAHLIN GROUP � g�-�' ) � � � � H I z � yr � � � � � � � � � � f � � � � � k i • : 0 • e TABLE OF CONTENTS � � i I. TABLE OF CONTENTS • II. INTRODUCTION � � III. SUMMARY ` IV. RENDERINGS � � V. PROJECT PLANS � VI. SITE PHOTOGRAPHS OF EXISTING PROPERTY � � VII. APPLICATION MATERIALS � � � . � � � � � � � 0 � � � • • � • 0 � � � a � � � � 7� O � � � i E t � � � � � II. INTRODUCTION � � � "THE REDEVELOPMENT OF A GATEWAY" � � The proposed project at San Ramon Village Plaza exemplifies the City of Dublin's goal . of creating vibrant urban style villages throughout the city. By utilizing the mixed-use � designation described in the General Plan,Bancor Properties is in the process of revitalizing an underutilized gateway property into an attractive urban village which • includes retail and residential components. � The project not only assists in meeting the City's immediate need of providing an � inherently more affordable housing product,but it will also play a signi�cant role in o reshaping the community's first impression of Dublin along the I-680 corridor. � � Bancor Properties is assembling two separately owned parcels in order to create this 4.68- � acre project. The properties are bounded by San Ramon Road, Alcosta Boulevard,I-680, and Bellina Street. Currently, the entire property consists of an aging strip center and � former grocery store totaling 48,400 square feet of building floor area and an asphalt � parking lot containing approximately 255 parking spaces. Over 95% of the existing � center is covered with impermeable surfaces, i.e. roofs, concrete walks and asphalt. p Bancor Properties intends to revitalize this northern gateway into Dublin by creating a � vibrant, high quality, urban style neighborhood. The proposed neighborhood includes � approximately 14,500 SF of renovated commercial space on the 1.68 acre"Parcel A" and 56 townhouse units on the 2.94-acre "Parcels B and C". � � The proposed project will feature attractive architecture, well-landscaped project entries � and common areas, and a formal main street through the middle of the project connecting o Bellina Street to Alcosta Boulevard. The main street includes two rows of"walk up" style townhouse units and the vibrantly remodeled retail center. ` � Land Plan � The site layout was designed to promote a pedestrian friendly atmosphere by providing ' � convenient pedestrian access to the public and private streets either directly from the unit � or through internal pedestrian paths. � With an emphasis of this project on the pedestrian, the only through vehicular traffic was � concentrated on the main street (Bellina Commons). The main entrance for the residents � is off Bellina Street and provides access to all the units. Internally, the residential traffic • is routed through private driveways and auto courts leading to their two car garages. The � two car garages have direct access to each unit. � � � � � ' � � � � � Another main design objective of the plan was to minimize the amount of garage doors � visible from both the public streets and by visitors entering the project. A majority of the � garages face another set of garages on an adjacent building and each building acts as a screen for the neighboring buildings garages. Parking is not allowed on any of the � private streets except where provided in the perpendicular parking spaces. Most of the • parking is provided on Bellina Commons. � Bancor also believes in minimizing boundary walls wherever possible in order to create � an open feeling between the neighborhood and the public realm. Therefore, soundwalls � adjacent to the public streets were purposely omitted from the plans and decorative open � wrought iron fences will be installed wherever necessary. � Retail : � � Our goal is to create a vibrant and sustainable village that provides convenient services � within walking distance of the residents. Having convenient services within walking distance will ultimately reduce the amount of vehicular trips generated by the new � neighborhood and the adjacent neighborhoods as well. Currently, there are several � successful businesses located at the site. We hope to retain many of the existing tenants � and assist them in becoming more pro�table by creating more of an upscale appearance. � We are improving the overall appearance of the site by adding new landscaping, street � furniture, and project entry signage on San Ramon Road and Alcosta Boulevard. We are � also adding up lighting on the existing trees along San Ramon Road, which will create a sophisticated and vibrant feel to the center's frontage. With these improvements, we also � hope to attract new tenants who would add to the success, stability and viability of the , center. � � The anticipated mix of tenants within the 14,500 SF of commercial area will include approximately 7,200 SF of full service and convenience eating establishments, and 7,300 � SF of neighborhood retail type uses. The retail portion of the project includes 93 parking � stalls, which equates to approximately 6.5 spaces per 1,000 square feet. � Townhouses ' � � The proposed neighborhood includes approximately 56 "Georgetown style"walk-up : � townhouses located within eleven (11)-four(4), five (5), and eight(8) unit buildings. � The residential area is approximately 2.94-acres and the density is approximately 19 units per acre. The unit types will include 1,186 and 1,596-square foot three-bedroom units � and 1,241 and 1,642-square foot four-bedroom units. � ,� The units are within three story split-level buildings, and each unit includes a two-car garage accessed from driveways in the rear of the buildings. Each unit includes a front � porch and a rear deck. • Because several units are located directly adjacent to busy public streets and the retail � center,we felt it was important that the units were elevated in order to help obtain a sense � � � � . � • � � of privacy and to alleviate some of the acoustical impacts. Thus,the"walk-up"style • house, with the�rst level of living and front porch being elevated a half flight of stairs • above grade, was an ideal match for our surrounds. ! The project includes 32 guest parking spaces on the private streets and designated � parking azeas. There are also approximately nine parking spaces along Bellina Street that • cuirently do not serve the existing neighborhood, which are available for additional guest � parking if necessary. The pazking ratio will be approximately 2.6 spaces per unit. � Architecticre � The San Ramon Village Plaza has a very distinct architectural design and could be e described as contemporary with traditional elements. It was important that the buildings � were designed to compliment the projects more suburban location while creating a more � urban type setting. � The residential and commercial exterior colors aze earth tones with darker and more vivid � accent colors. The colors compliment each other and provide a common theme between � the two elements. Both the commercial and residential components utilize awnings, � wrought iron railing, and metal canopies. � The commercial buildings will be remodeled on all four sides. The front elevations � include new parapets and second story elements which animate the retail"skyline". The �, rear elevations have been vastly improved with trellises, new signage, and variable wall � heights. The addition of the rear parapets will hide the unsightly mechanical systems that are currently visible from Alcosta Boulevard. � � The orientation of the residential units puts the living areas and the"eyes" on the streets. � As allowed by the acoustical studies,each unit will have an elevated front porch and rear deck. The front and rear elevations of each unit within the building will be distinctive � from its neighbor by utilizing different base and accent colors and materials. � # Landscape ; Similar to the architectural design and the land plan, the landscape design concentrated � on buffering the residents from some of the surrounding environs and promoting � pedestrian circulation. The project includes several distinguishing features. � At the corner of San Ramon Road and Bellina Street, a corner plaza was created to � accommodate public art. Along the north side of Bellina Street, there will be a new row A of street trees in tree grates to beautify the entry into San Ramon Village Plaza as well as � the existing neighborhood to the south. The main project entries at Bellina Commons ` include entry pilasters with accent paving delineating the retail from the residential area and pedestrian crossing areas. � � � � � � � ` i • � The landscaping includes a combination of evergreens and deciduous trees and flower • and fa11 color in order to create an intentional seasonal variety and softening throughout � the development. Garden areas have been incorporated to emphasize a sense of individual ownership for the homeowners,but to also create a common neighborhood � feel. � The common areas include lawns, a tot lot, sitting gardens, and architectural mail box � kiosks. In order to create a more immediate impact, approximately 200- 24" and 36"box � trees have been included in the plans. The residential area will be landscaped by the S developer and maintained by the village's homeowner's association. The irrigation � system will be water conserving and drought tolerate plants will be used were possible. � Affordability '� � Of the proposed residential units, seven units or twelve and one-half percent(12.5%) of � the total units will be sold at below mazket rates, as required in the City's Ordinance. The remainder of the units will be sold at market rate. The proposed townhouse units, � even at market rates, are relatively more affordable than most of the new housing product � being constructed in the Tri-Valley. � The affordable units are being constructed on site and will be distributed throughout the � project. Because the units will be included within four and eight-unit buildings, the � exterior of the units will not be distinguishable from market rate. � Environment � � The site is surrounded by public streets or facilities with retail to the north and northwest, � residential to the west and south, and a freeway to the east. The most obvious � environmental concern is the noise generated from the freeway and San Ramon Road, and the interface between the retail and the residential. Orientation of the units is utilized � to help minimize these impacts,but we anticipate that the sound wall along the freeway • will have to be extended to the north to mitigate the noise impacts. • A new driveway approach is being proposed on San Ramon Road near the Shell station � to accommodate the retail portion of the project as well as Shell's desire to upgrade their � facility in the future. Currently, the abutter's rights have been relinquished along the San � Ramon Road frontage, and we are requesting the City remove the restriction to allow for � the new entrance. � The homeowner's association will maintain all residential building exteriors, internal � streets and driveways, some utilities, and the landscaping. Project CC&R's will be � implemented to control such issues as pedestrian and vehicular access, landscape and � hardscape maintenance and utility service between the residential and commercial interfaces. � � � � � � e 0 � � • Approvals � The project requires a General Plan Amendment,PD Zoning, Planned Development � Stages I&II, Site Design Review, Tentative Tract Map, and Final Tract Map. Bancor � will coordinate with City staff to obtain the appropriate approvals required to develop this p unique mixed-use project. . � Conclresion Q � This mixed residentiaUcommercial neighborhood village will create a project with � character, ambience, and most importantly, long term viability to a main gateway into the City of Dublin. � � � � � . � � � � � � � � . � � � � � � � ° � � � � � � � ' � � � ' � � III. SUMMARY � � . Mixed-Use Pro_iect 4 Retail Component � . Remodel of approximately 14,500 SF of existing commercial space � Remodel Includes: � � • New facade on all four sides � • New driveway entry from San Ramon Road • New entry monuments and roadside signage ! • New building signage � • Resurfaced parking lot � • New irrigated landscaping � • New lighting � • New common trash enclosure � Commercial Parking: 93 stalls (6.5 spaces/1000 SF) � � Residential Component � Construction of 56 "Walk-up" style townhouse units � � • 30-Three bedroom Units ranging from 1186-1596 SF � • 26-Four bedroom Units ranging in size from 1241-1642 SF � Landscape Features: � � • Two Sitting Gazdens . • Public Art Plaza • Tot Lot � • Patterned Decorative Paving '� • Entry Monuments � • Wrought Iron Fencing � Below Market Rate Units: � � • Four moderate-income priced units � • One low-income priced unit � • Two very-low income priced unit � Residential Parking: 112 Garage Spaces and 32 guest spaces (2.6 parking spaces per unit) � � � � � � � d � � G� � � � � � � � IV. RENDERINGS � � A. SITE PLAN � � B. ARCHITECTURE • i. PERSPECTIVE � ii. FRONT ELEVATION � iii. REAR ELEVATION • C. LANDSCAPE IMAGES &DETAILS � � D. AERIAL PHOTOGRAPH • E. VICINITY MAP � � � � � � � � � � r � � � � � � � � � � � � � � � � � � � � � " � ,:•" .. � � g=5�s. � . 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