Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
02-20-25 Regular Planning Commission Meeting Agenda Packet
Thursday, February 20, 2025 7:00 PM City of South San Francisco P.O. Box 711 (City Hall, 400 Grand Avenue) South San Francisco, CA Library Parks & Recreation Building, Council Chambers 901 Civic Campus Way, South San Francisco, CA Planning Commission NORMAN FARIA, Chairperson SARAH FUNES-OZTURK, Vice Chairperson ALEX TZANG, Commissioner SAM SHIHADEH, Commissioner MICHELE EVANS, Commissioner AYSHA PAMUKCU, Commissioner JOHN BAKER, Commissioner Regular Meeting Agenda 1 February 20, 2025Planning Commission Regular Meeting Agenda How to observe the Meeting (no public comment): 1) Local cable channel: Astound, Channel 26, Comcast, Channel 27, or AT&T, Channel 99 2 ) https://www.ssf.net/Government/Video-Streaming-City-and-Council-Meetings/Planning-Commission 3) https://www.youtube.com/@CityofSouthSanFrancisco/streams How to Submit written Public Comment before the meeting: Email: PCcomments@ssf.net Members of the public are encouraged to submit public comments in writing in advance of the meeting. The email will be monitored during the meeting.The City encourages the submission of comments by 6:00pm on the date of the Public Hearing to facilitate inclusion in the meeting record. Written comments received prior to 6:00pm on the day of the meeting will be included as part of the meeting record, but will not be read aloud at the meeting. How to provide Public Comment during the meeting: COMMENTS ARE LIMITED TO THREE (3) MINUTES PER SPEAKER During a meeting, comments can only be made in person: Complete a Speaker Card located at the entrance to the Council Chambers. Be sure to indicate the Agenda Item # you wish to address or the topic of your public comment. When your name is called, please come to the podium, state your name and address (optional) for the Minutes. American Disability Act: The City Clerk will provide materials in appropriate alternative formats to comply with the Americanswith Disabilities Act. Please send a written request to City Clerk Rosa Govea Acosta at 400 Grand Avenue, South San Francisco, CA 94080, or email at all-cc@ssf.net. Include your name, address, phone number, a brief description of the requested materials, and preferred alternative format service at least 72-hours before the meeting. Accommodations: Individuals who require special assistance of a disability-related modification or accommodation to participate in the meeting, including Interpretation Services, should contact the Office of the City Clerk by email at all-cc@ssf.net, 72-hours before the meeting. Page 2 City of South San Francisco Printed on 2/13/2025 2 February 20, 2025Planning Commission Regular Meeting Agenda CALL TO ORDER ROLL CALL PLEDGE OF ALLEGIANCE AGENDA REVIEW ANNOUNCEMENTS FROM STAFF PUBLIC COMMENT Members of the public may speak on any item not listed on the Agenda, and on any items listed under the Consent Calendar. Pursuant to the provisions of the Brown Act, no action may be taken on a matter unless it is written on the agenda, or unless certain emergency or special circumstances exist. Written comments received prior to 6:00 pm on the day of the meeting will be included as part of the meeting record, but will not be read aloud. DISCLOSURE OF EX-PARTE COMMUNICATIONS This portion of the meeting is reserved for Planning Commissioners to disclose any communications, including site visits, they have had on current agenda items, or any conflict of interest regarding current agenda items. CONSENT CALENDAR Consideration and approval of minutes from the November 21, 2024 Planning Commission meeting 1 11-21-24 PC Draft MinutesAttachments: PUBLIC HEARING Report regarding consideration and approval for Design Review and a Conditional Use Permit to allow a proposed three-story personal storage building located at 1341 San Mateo Avenue in the Mixed Industrial High (MIH) Zoning District in accordance with Title 20 of the South San Francisco Municipal Code (SSFMC) and determination that the project is consistent with the certified 2040 General Plan Environmental Impact Report, and qualifies for streamlining and a categorical exemption, pursuant to California Environmental Quality Act (CEQA) Guidelines Sections 15162, 15168, 15183, and 15332. (Victoria Kim, Associate Planner) 2 Attachment 1_ DRB Letter Attachment 2_Business Operation Plan Attachment 3_Parking Easement Attachments: Page 3 City of South San Francisco Printed on 2/13/2025 3 February 20, 2025Planning Commission Regular Meeting Agenda Resolution making findings and determining that the environmental effects of the construction of a three-story personal storage building located at 1341 San Mateo Avenue, were sufficiently analyzed under the certified 2040 General Plan Environmental Impact Report and based on the Infill Checklist, no additional environmental analysis is needed pursuant to California Environmental Quality Act (CEQA) Guidelines Sections 15162, 15168, 15183 and 15332. 2a CEQA Exhibit 1_2040 GPU EIR and Addendices CEQA Exhibit 2_Infill Exemption Checklist CEQA Exhibit 2_Append A - Parking and Loading CEQA Exhibit 2_Append B - Transportation Study CEQA Exhibit 2_Append C - CalEEMod Emissions Calculation CEQA Exhibit 2_Append D - San Mateo SMCWPPP CEQA Exhibit 2_Append E - Phase I ESA Attachments: Resolution making findings and approving entitlements for Design Review and a Conditional Use Permit to construct a three-story personal storage building located at 1341 San Mateo Avenue in the Mixed Industrial High (MIH) Zoning District. 2b Entitlement Exhibit 1_Conditions of Approval Entitlement Exhibit 2_Project Plans Entitlement Exhibit 3_Aerial Photographs Attachments: ADMINISTRATIVE BUSINESS Re-affirmation of the previous appointment of a subcommittee to serve as the appeals panel for appeals regarding Chapter 8.70 of Title 8 of the South San Francisco Municipal Code related to property owner obligations to tenants displaced from unsafe or substandard units (Adena Friedman, Chief Planner and Alexandra Wolf, Assistant City Attorney) 3 Annual Reorganization of the Chair and Vice Chair of the South San Francisco Planning Commission (Adena Friedman, Chief Planner) 4 The Commission has adopted a policy that applicants and their representatives have a maximum time limit of 20 minutes to make a presentation on their project. Non-applicants may speak a maximum of 3 minutes on any agenda item. Questions from Commissioners to applicants or non-applicants may be answered by using additional time. ITEMS FROM THE COMMISSION ADJOURNMENT Page 4 City of South San Francisco Printed on 2/13/2025 4 February 20, 2025Planning Commission Regular Meeting Agenda **Any interested party will have 15 calendar days from the date of an action or decision taken by the Planning Commission to appeal that action or decision to the City Council by filing a written appeal with the City Clerk as provided under Chapter 20.570 of the South San Francisco Municipal Code. In the event an appeal period ends on a Saturday, Sunday, or any other day the City is closed, the appeal period shall end at the close of business on the next consecutive business day. The cost to appeal for applicants, residents, and all others is as set forth in the City’s Master Fee Schedule. Page 5 City of South San Francisco Printed on 2/13/2025 5 City of South San Francisco Legislation Text P.O. Box 711 (City Hall, 400 Grand Avenue) South San Francisco, CA File #:25-165 Agenda Date:2/20/2025 Version:1 Item #:1 Consideration and approval of minutes from the November 21, 2024 Planning Commission meeting City of South San Francisco Printed on 2/13/2025Page 1 of 1 powered by Legistar™6 November 21, 2024 Minutes Page 1 of 2 MINUTES NOVEMBER 21, 2024 CITY OF SOUTH SAN FRANCISCO REGULAR PLANNING COMMISSION CALL TO ORDER / PLEDGE OF ALLEGIANCE TIME: 7:00 PM AGENDA REVIEW No changes. ANNOUNCEMENTS FROM STAFF 1. None PUBLIC COMMENTS None. CONSENT CALENDAR – Voting Key: (yes, no, abstain) 1. Consideration and approval of minutes from the November 7, 2024 Planning Commission Motion to approve: Commissioner Baker, Second – Commissioner Tzang, approved by roll call (7-0-0) Meeting Video: City of South San Francisco Planning Commission Meeting 11/21/2024 ADMINISTRATIVE ITEM ROLL CALL / CHAIR COMMENTS PRESENT: Chair Faria, Vice Chair Funes-Ozturk Commissioners: Evans, Shihadeh, Tzang, Baker, Pamukcu ABSENT: STAFF PRESENT: Adena Friedman – Chief Planner – Cynthia Fregoso – Clerk 7 November 21, 2024 Minutes Page 2 of 2 2. Report regarding consideration of a Design Review Board application for a four-year term in accordance with Title 20 of the South San Francisco Municipal Code (Adena Friedman, Chief Planner) First Motion to approve a Design Review Board Member: Commissioner Baker, Second – Commissioner Evans, approved by roll call (6-0-0) Meeting Video: City of South San Francisco Planning Commission Meeting 11/21/2024 ITEMS FROM THE COMMISSION None ADJOURNMENT Chair Faria adjourned the Planning Commission meeting at 7:29PM. Adena Friedman, Chief Planner Norm Faria, Chairperson or Sarah Funes-Ozturk, Vice Chairperson Secretary to the Planning Commission Planning Commission City of South San Francisco City of South San Francisco AF/af 8 City of South San Francisco Legislation Text P.O. Box 711 (City Hall, 400 Grand Avenue) South San Francisco, CA File #:25-118 Agenda Date:2/20/2025 Version:1 Item #:2 Report regarding consideration and approval for Design Review and a Conditional Use Permit to allow a proposed three-story personal storage building located at 1341 San Mateo Avenue in the Mixed Industrial High (MIH)Zoning District in accordance with Title 20 of the South San Francisco Municipal Code (SSFMC)and determination that the project is consistent with the certified 2040 General Plan Environmental Impact Report, and qualifies for streamlining and a categorical exemption,pursuant to California Environmental Quality Act (CEQA) Guidelines Sections 15162, 15168, 15183, and 15332.(Victoria Kim, Associate Planner) MOTIONS FOR THE COMMISSION TO ADOPT STAFF RECOMMENDATION: 1.Move to adopt the resolution making a CEQA determination; and 2.Move to adopt the resolution approving Planning entitlements. RECOMMENDATION Staff recommends that the Planning Commission conduct a public hearing and take the following actions: 1.Adopt a resolution making findings and determining that the Project is consistent with the certified 2040 General Plan Environmental Impact Report,and is subject to streamlining per CEQA Guidelines Section 15183,and would not require preparing a further environmental document pursuant to CEQA Guidelines Sections 15162 and 15168,and is also categorically exempt under the provision of CEQA, Class 32, Section 15332, Infill Development; and 2.Adopt a resolution making findings and approving Design Review (DR24-0026)and Conditional Use Permit (UP24-0004) subject to the attached Conditions of Approval. BACKGROUND/DISCUSSION Project Description The Buchanan Street Partners,LP (applicant)proposes to demolish a two-story office and lab medical research laboratory building and construct a three-story personal storage building at 1341 San Mateo Avenue.The existing building was constructed in 1966,and may contain potential asbestos-containing materials and lead- based paints.Due to the age and condition of the building,the applicant has proposed to demolish the existing building and develop a new building for use as a self-storage facility.The site was previously utilized by Vibrant America for a medical research laboratory and the existing building is currently vacant. Site Overview The project site consists of one approximately 30,249-square-foot (sq.ft.)(approximately 0.69 acre)parcel located between San Mateo Avenue and Lowrie Avenue.The site includes the existing 27,000 sq.ft.building with 30 parking spaces in the west and south of the property.The subject property has two street access points, one each from San Mateo Avenue and Lowrie Avenue.The neighboring land uses are a self-storage facility,a concrete batch plant, automobile repair and service providers, laundry services, and offices. Entitlement Request City of South San Francisco Printed on 2/13/2025Page 1 of 8 powered by Legistar™9 File #:25-118 Agenda Date:2/20/2025 Version:1 Item #:2 The entitlements request for the Project is as follows: ·Conditional Use Permit ·Design Review ·CEQA Determination Operation Plan The personal storage would be staffed and operated by two to three employees hired by a management group that specializes in self-storage operations.The business would be staffed between the hours of 9:00 am to 5:00 pm,seven days per week.When customers visit the self-storage building during business hours,one of the storage employees would interact with the visitors for administrative requirements including completing a lease agreement and obtaining lock boxes.Customers would access their storage unit by tenant specific code and once they enter the site building,the facility door will automatically lock.Approximately 620 self-storage units would be provided in various sizes ranging from 5 ft.by 10 ft.,to 10 ft.by 20 ft.Additionally,500 small lockers (5 ft. by 5 ft.) will be located above the storage units and accessible by a ladder. During non-business hours between 7:00 am to 9:00 am and 5:00 pm to 10:00 pm,customers would have limited access with secured keypad entry and exit to the project site.Individual customers would only have access to an assigned unit via an individualized security access code and a customer lock.The Project would not be a 24-hour facility;therefore,customers will not be allowed to access the building and their units between the hours of 10:00 pm and 7:00 am.According to the operational plan,a 24-hour security system with surveillance cameras would be strategically placed on-site to provide continuous monitoring (Ref.Attachment 2). ZONING CONSISTENCY Land Use The Project is located in the Mixed Industrial High (MIH)Zoning District.Pursuant to SSFMC Section 20.100.002 (Nonresidential Zoning Districts),the personal storage use is permitted in the MIH Zoning District, subject to the approval of Conditional Use Permit.The maximum floor area ratio (FAR)in the MIH district is 0.4 and additional FAR up to 2.0 is allowed with community benefits for all permitted uses.The community benefits fee for the additional FAR is not required,since the Project is not for research and development use.As proposed,the Project would be developed at a FAR of 1.98,consistent with the allowed additional FAR (Ref. Table 1).Additionally,the Airport and Land Use Consistency Plan (ALUCP)policies for the safety zones are not applicable to the Project because the self-storage site is situated outside the boundary of ALUCP safety compatibility zone. Table 1. Project Consistency with Zoning Ordinance Standards City of South San Francisco Printed on 2/13/2025Page 2 of 8 powered by Legistar™10 File #:25-118 Agenda Date:2/20/2025 Version:1 Item #:2 Site and Building Design Standards The proposed building would be a three-story building,approximately 54 feet in height,with a ten-foot screened elevator penthouse on the roof.The proposed building height is less than the maximum allowable height in the MIH Zoning District (65 feet),per SSFMC Section 20.100.003,Development Standards (Ref. Associated Entitlements Resolution, Exhibit 2). Each of the proposed project’s three stories would be 20,669 sq.ft.with a 6,890 sq.ft.mezzanine level between the first and second floors.According to SSFMC Section 20.621.010 (Definitions),a mezzanine is an intermediate floor within a building interior without complete enclosing interior walls or partitions that is not separated from the floor or level below by a wall and has a floor area that is no greater than one third of the total floor area of the floor below.The proposed mezzanine space is less than one-third of the total floor area of the first floor, and would not be counted towards the project’s Floor Area Ratio (FAR). Table 2. Project FAR Calculation The proposed exterior materials are plaster,wood panels,concrete masonry unit (CMU)blocks,and metal panels which are in compliance with the minimum three building materials and textures required per SSFMC Section 20.310.002.I.This Zoning Ordinance section also requires durable and high-quality materials for the ground floor.The proposed CMU blocks for the ground floor are weather resistant and effective fire protective materials, and qualify for this requirement. The east and west façades facing San Mateo and Lowrie Avenues and the south exterior wall would incorporate the architectural integrity and unified palette requirement also known as 360-degree design according to SSFMC Section 20.310.002.J.Except for the north façade (which is largely screened by the neighboring building)the exterior wall designs would have similar building articulation,level of detail,and quality of materials,and consistent with the overall building color scheme (Ref.Associated Entitlements Resolution, Exhibit 2). Personal Storage Standards and Requirements SSFMC Section 20.350.035 (Standards and Requirements for Specific Uses,Personal Storage)includes City of South San Francisco Printed on 2/13/2025Page 3 of 8 powered by Legistar™11 File #:25-118 Agenda Date:2/20/2025 Version:1 Item #:2 SSFMC Section 20.350.035 (Standards and Requirements for Specific Uses,Personal Storage)includes locational and development standards that are specific to personal storage uses.The proposed personal storage use at 1341 San Mateo is consistent with all the applicable requirements.Conditions of approval are included to ensure that the future use operates according to these requirements,including a prohibition on business activity being conducted out of individual storage units,and a notice to tenants restricting storage of hazardous materials. Site Access and Parking The Project property is approximately one-half mile to the San Bruno BART Station and the US 101 Highway and approximately three miles to the San Francisco International Airport and the South San Francisco Ferry Terminal.The project site can be accessed by San Mateo and Lowrie Avenues granted by two easements for the street ingress and egress (Ref.Attachment 3).One loading zone is proposed next to the drive aisle which would be a driving route to the on-site parking lot.Pedestrians would access the building through proposed pedestrian connecting existing sidewalks along both streets. Per SSFMC Section 20.330.003 (On-site Loading)requires one off-street loading space for buildings larger than 7,000 sq.ft.but no more than 30,000 sq.ft.One proposed 12-foot-wide and 50-foot-long loading area would be designated adjacent to the driving aisle along the south side of the building,consistent with this requirement. The proposed six parking spaces,including one accessible stall,would be provided based on the Parking Management and Monitoring Study required by SSFMC Section 20.330.004,Required Parking Spaces.The study was completed based on the site observation conducted on April 24,2024,Parking Generation Manual data by Institute of Transportation Engineers (ITE),and applicant’s parking counts at similar self-storage locations conducted on June 18th and 19th,2024 (Ref.Associated CEQA Resolution,Exhibit 2,Appendix A). The parking study provides findings that six parking spaces would be sufficient to meet the parking demand for the personal storage use and the comparable site counts also show the peak parking demand would be for one or two spaces throughout the day. Landscaping and Open Space The project site would provide publicly visible and accessible open spaces with landscaping features including planters and raised bioretention areas.A minimum five percent (1,512 sq.ft.)of the development lot (30,249 sq. ft.)is required to dedicate for public open space per SSFMC Section 20.100.004.The Project proposes approximately 3,600 sq. ft. of open space, which exceeds the minimum open space requirement. Three different types of trees would be planted in the building frontages along San Mateo Avenue and Lowrie Avenue to add natural foliage and colors to the Project.The proposed tree species would be capable of reaching a height of 20 to 30 feet to balance with the building height and sturdy enough to survive in windy weather.An outdoor employee eating area is attached to the west side landscaped area adjacent to Lowrie Avenue and a table and seating would be provided under a pergola. GENERAL PLAN CONSISTENCY The General Plan designates the subject site as Mixed Industrial High (MIH)within the Lindenville Sub-Area, and the personal storage use is consistent with the City’s General Plan vision and land use description: high-density industrial lands for a wide range of uses.The Project proposal meets vision of MIH land use designation and General Plan goals and policies: ·Policy LU-1.7:Create new Lindenville and East of 101 mixed use neighborhoods.Facilitate the City of South San Francisco Printed on 2/13/2025Page 4 of 8 powered by Legistar™12 File #:25-118 Agenda Date:2/20/2025 Version:1 Item #:2 ·Policy LU-1.7:Create new Lindenville and East of 101 mixed use neighborhoods.Facilitate the construction of new mixed-use neighborhoods in Lindenville and East of 101 that are well connected to services, transit, amenities, public buildings, and parks and recreational facilities. ·GOAL LU-6: Opportunities for industrial uses to thrive in Lindenville and East of 101. ·Policy LU-6.1:Preserve industrial uses in areas designated Mixed Industrial High.Prohibit the introduction of new residential,commercial,and other non-residential uses in areas designated as Mixed Industrial High to preserve land for industrial uses. ·Policy LU-6.2:Prohibit incompatible use encroachment.Prohibit additional encroachment of incompatible uses into industrial areas in Lindenville and East of 101,except where residential growth is planned. ·Policy LU-6.3:Encourage redevelopment of older or marginal industrial areas.Encourage the redevelopment of existing older or marginal industrial areas with new,Mixed Industrial High areas. Facilitate creative and innovative building and space design to support emerging industrial uses. ·Action LU-6.5.1:Establish flexible development standards for industrial uses.Establish flexible development standards (including FAR)that allow industrial uses to make building improvements and change with market conditions. ·Policy LU-6.6:Encourage non-polluting industries.Encourage development of non-polluting industries that are not major sources of air, water, or noise pollution. ·Policy LU-6.7:Provide efficient permitting of industrial uses.Continue to provide efficient permitting and transparent development processes to ensure City government is friendly to industrial development. ·Policy LU-8.4:Require street trees.Require new development to add street trees along streets and public spaces that provide shade,attractive landscaping,and contribute positively towards public health outcomes and climate mitigation and adaptation. ·Policy LU-8.5:Provide plazas and gathering places.Improve existing and create new plazas and public gathering places throughout the city. ·Policy LU-8.6:Sustainable design in the public realm.Encourage use of sustainable design features in the public realm,including sustainable building and construction materials,permeable paving,drought tolerant landscaping, and green infrastructure. ·Policy LU-8.9:Ensure ADA accessibility.Ensure all new developments,public infrastructure and facilities, and transit infrastructure meet ADA accessibility standards. ·Policy LU-8.12:Ensure adequate lighting.Ensure all neighborhoods,especially disadvantaged communities, have adequate lighting to support community safety. ·GOAL LU-9:High level of quality in architecture and site design in all renovation and construction of City of South San Francisco Printed on 2/13/2025Page 5 of 8 powered by Legistar™13 File #:25-118 Agenda Date:2/20/2025 Version:1 Item #:2 buildings. ·Policy LU-9.2:Encourage architectural and visual interest in new development.Encourage distinctive architecture and elements that add visual interest to buildings to enhance people’s perceptions of South San Francisco as an interesting and inviting place. ·Policy LU-9.3:Require quality building materials.Require high-quality,long-lasting building materials on all new development projects in the city. ·GOAL SA-25:A core area of light industrial and service uses that provide jobs for South San Francisco residents are preserved. The proposed self-storage site is within the Employment Area,one of the four distinct Character Areas of the Lindenville Specific Plan which continuously supports the industrial uses and jobs and allows more flexible creative uses to adapt modern industrial spaces under the Specific Plan standards.The Project is consistent with the Lindenville Specific Plan goals and policies as follows: ·GOAL LU-3:The City supports businesses through City programs and the retention of a core area of light industrial and service uses that provide jobs for South San Francisco residents. ·Policy LU-3.5:Retain industrial uses.Within the Mixed Industrial High area,ensure that a full range of industrial uses continue to be permitted as conforming uses and limit non-industrial uses. ·Policy DD-2.3:Façade composition.Shape building massing and/or architectural fenestration to provide visual interest,scale,and rhythm through building and/or building façade design.Use material,color, and solar shading to create a shared vocabulary unique to Lindenville. ·Policy DD-2.4:High-quality and sustainable architecture.Facilitate high-quality and sustainable architecture to create a coherent place, while allowing individual buildings to be unique. ·Policy DD-2.5:Flexibility in building design.Provide flexibility in building design in the Employment Area to support campuses, larger-scale office, and industrial development. ·Policy DD-3.2:Open space access.Provide ample opportunity for residents to live active lifestyles by requiring dedications of new public park and open spaces and private common spaces. DESIGN REVIEW BOARD The Design Review Board reviewed the Project on October 15,2024 and supported the proposed design with recommendations for landscaping and lobby entrance design (Ref.Attachment 1).The comments have been incorporated into the revised plan set (Ref. Associated Entitlements Resolution, Exhibit 2). ENVIRONMENTAL REVIEW The City Council certified a programmatic Environmental Impact Report (EIR)for the General Plan (State Clearinghouse #2021020064)in 2022 (Ref.Associated CEQA Resolution,Exhibit 1).No Subsequent EIR is required to prepare for the Project where an EIR has been previously certified unless the lead agency finds substantial changes in circumstances that were identified and not previously identified or would create new or City of South San Francisco Printed on 2/13/2025Page 6 of 8 powered by Legistar™14 File #:25-118 Agenda Date:2/20/2025 Version:1 Item #:2 more severe environmental effects per CEQA Guideline Section 15162. Assisted by Lamphier-Gregory,City staff completed an Infill Checklist and evaluation per CEQA Guidelines requiring the lead agency to use a checklist or similar format to conduct an evaluation (Exhibit 2,attached to the associated CEQA resolution). The Checklist includes the following supporting technical analyses: ·Parking and Loading Study ·Transportation Study ·California Emissions Estimator Model, Construction Period Criteria Pollutant Emissions ·San Mateo Countywide Water Pollution Prevention Program Checklist ·Phase I Environmental Site Assessment The Infill Checklist provides substantial evidence that the Project is within the scope of the EIR and would not significantly impact the environment so that subsequent environmental review is not required pursuant to CEQA Guidelines Sections 15162 and 15168 and is eligible for CEQA streamlining per CEQA Guideline Section 15183, consistent with the General Plan and Zoning. Also,the Project is categorically exempt as an Infill Development project pursuant to CEQA Guidelines Section 15332.The proposed self-storage building would be on the site of less than five aces surrounded by developed urban uses within the City of South San Francisco.The site does not provide sensitive habitat for endangered,rare or threatened species.Thus,the Project is qualified for the Categorical Infill Exemption per CEQA Guideline 15332, Infill Development projects category. IMPACT FEES The proposed development is subject to the City’s impact and development fees,which are used to offset the impacts of new development on City services and infrastructure.The Conditions of Approval (Ref.Associated Entitlements Resolution, Exhibit 1) list out the relevant impact fees: ·Parks and Recreation Fee ·Childcare Fee ·Library Fee ·Public Safety Fee ·Citywide Transportation Fee ·Public Art Requirements: On-site, or in-lieu contribution of 0.5% of construction costs ·Sewer Capacity Charge ·School District Fee (not a City fee) CONCLUSION The Project is located within the Lindenville’s Employment Area where industrial uses and jobs have historically been located. The Project will redevelop an underused parcel to support the existing industrial neighborhood and provide additional storage spaces for the growing residential, office and retail sales uses in the Lindenville area. The proposed modern façades will add visual interest to the Employment Area and the building design is consistent with the vision of General Plan and Zoning Ordinance standards. Therefore, staff recommends that the Planning Commission take the following actions: 1.Adopt a resolution making findings and determining that the Project is consistent with the certified 2040 General Plan Environmental Impact Report, and is subject to streamlining per CEQA Guidelines Section 15183, and would not require for preparing a further environmental document pursuant to City of South San Francisco Printed on 2/13/2025Page 7 of 8 powered by Legistar™15 File #:25-118 Agenda Date:2/20/2025 Version:1 Item #:2 CEQA Guidelines Sections 15162 and 15168, and is also categorically exempt under the provision of CEQA, Class 32, Section 15332, Infill Development; and 2.Adopt a resolution making findings and approving Design Review (DR24-0026) and Conditional Use Permit (UP24-0004), subject to the attached Conditions of Approval. Attachments: 1.Design Review Board Letter 2.Business Operation Plan 3.Parking Easement Exhibits to Associated CEQA Resolution: 1.2040 General Plan EIR (weblinks) 2.Infill Exemption Checklist A.Parking and Loading Study B.Transportation Study C.California Emissions Estimator Model, Construction Period Criteria Pollutant Emissions D.San Mateo Countywide Water Pollution Prevention Program Checklist E.Phase I Environmental Site Assessment Exhibits to Associated Entitlements Resolution: 1.Conditions of Approval 2.Project Plans 3.Aerial Photographs City of South San Francisco Printed on 2/13/2025Page 8 of 8 powered by Legistar™16 17 18 3501 Jamboree Road, Suite 4200, Newport Beach, CA 92660 • 949-219-1207 • www.BuchananStreet.com November 8, 2024 City of South San Francisco Planning Dept Attn: Victoria Kim RE: Operational Business Plan for the Proposed Self Storage Project at 1341 San Mateo Ave, South San Francisco, CA Dear Victoria: Thank you for your feedback from the recent Design Review Board meeting held on October 15th at the City Planning Department. At that meeting some questions were asked about the operations of the facility upon opening. The following memorandum addresses some of the questions regarding the operations of the facility. The +/- 60,000 SF, 3-story facility will employ 2-3 people by a national professional 3rd party management group that specializes in the operations of self storage facilities. The facility will be aesthetically pleasing and will serve as a much needed amenity for the numerous new apartment projects, residential homes and businesses nearby. Office hours for the facility will be 9 a.m. to 5 p.m. on weekdays (Monday through Friday) and 9 a.m. to 5 p.m. on weekends. Customers will have limited access to their units during non-business hours, with access hours via secured keypad entry/ exit to the facility ranging from 7 a.m. to 10 p.m. During access hours, customers would access their unit through an individualized security access code and an individual customer lock. Customers would only be allowed access to the floor that their unit is located. Exterior lighting will be strategically placed on the building for security purposes, while a photometric study has been completed that will minimize off-site light spillage. In addition to limited site access (only to the customer’s floor) the site will have a fully modernized and robust security system with 24/7 video surveillance cameras strategically located throughout the site. Robust landscaping and tree coverage (tree types provided as suggested by the Design Review Board) will engulf the San Mateo and Lowrie Avenue frontage areas. The Lowrie Avenue side will also include a pergola covered picnic table and employee break area. During business hours, the primary entrance will be through a turn in off of San Mateo Avenue which will direct traffic to the leasing office. Parking near the leasing office will contain more than sufficient parking with six conveniently located parking stalls, including one accessible stall. Further, loading will occur on the south side of the building in a designated area to the immediate east of the parking stalls. Arriving customers will interact with one of the store managers to complete administrative tasks such as signing a lease agreement, purchasing locks, boxes, tape, etc. The standard lease agreement has very explicit terms regarding permitted and 19 Page 2 of 2 prohibited items that are allowed in a storage unit. Each tenant must present an ID with a physical address and separate tenant insurance for personal goods is required. To access the individual units, customers will park in the designated loading area and enter a tenant specific code via one of the keypads located at the loading entryway. The automatic doors will lock again upon entry/exit. Once inside the unit, the facility will be temperature controlled with a comfortable, well lit and secure environment. Customers may opt to use one of the loading push carts available near the loading area to load their items on to an elevator and go to their unit. The storage units will not include electrical outlets or plumbing fixtures. Additionally, there will be no hose bibs available for tenant or public use. The bathroom adjacent to the office will be accessible during office hours and will require a key from the staff. The trash bin will be fully secured, and trash production is minimal as the trash bin is for office use only. Customers are not allowed to use the bin nor leave any trash or goods on the site, as explicitly stated in the Lease Agreement. From a civil engineering perspective, the project meets the County of San Mateo C.3 regulations and the City of South San Francisco Green Infrastructure requirements. Proposed stormwater management facilities include bioretention areas on the east and west side of the building that treat runoff from the roof, pervious pavement that treats a small amount of sidewalk and parking area, and Silva Cells that treat the runoff from the new sidewalks. Stormwater is ultimately discharged to the existing box culvert that is parallel and adjacent to the southern property line. Comcast will provide telecommunication services to the proposed project. Pacific Gas and Electric Company (PG&E) will provide gas and electric to the facility. Water, wastewater and sewer will be provided by the City of South San Francisco. Water and electric requirements for the facility will be minimal. Project construction will occur over approximately 12-14 months beginning in mid-2025 after demolition of the existing structure is complete. Construction will include demolition, site preparation, grading, and construction. Construction will occur within the allowed working hours as determined by the City of SSF Building Department, with a licensed and reputable General Contractor. In closing, we very much look forward to being a part of the South San Francisco community and bringing an exciting project to the community. Please feel free to reach out with any questions. Sincerely, Jon Suddarth (Applicant” Vice President Buchanan Street Partners 20 From:Mark Loper To:Jon Suddarth Subject:1341 San Mateo - City comment re parking agreement Date:Tuesday, October 8, 2024 4:12:00 PM Attachments:image001.png 5537-673 - Grant Deed with Easements.pdf Legal Description from Title Report - Recd 6-17-2024 JS (5).pdf 2024-07-15 Color Easement Exhibit.pdf Jon, following up on the comment for an easement document that includes a parking agreement for the parking easement. The easements that benefit the 1341 San Mateo property come from a 1968 grant deed. As was the common practice at this time (and sometimes now), the easements are identified in the legal description of the property being transferred. It is Parcel III in the attached grant deed (the access easement is Parcel II, incidentally). I’ve included the legal description from the title report also; it’s more legible. There is no stand-alone easement agreement between the two property owners with a parking agreement. Also, the attached color survey prepared by BKF does a good job of showing the extent of the parking and access easements on the neighboring property. Thanks, and I’m happy to discuss with city staff or the city attorney if there’s any follow up. Mark Mark Loper Partner Office: (415) 567‑9000Cell: (510) 414‑6445Email: mloper@reubenlaw.com San Francisco One Bush St., Ste. 600 San Francisco, CA 94104 Oakland 492 9th St., Ste. 200 Oakland, CA 94607 San Jose 300 S. 1st St., Ste 238 San Jose, CA 95113 www.reubenlaw.com PRIVILEGE AND CONFIDENTIALITY NOTICE - Notwithstanding the Uniform Electronic Transactions Act or the applicability of any other law of similar substance or effect, absent an express statement to the contrary hereinabove, this email message, its contents, and any attachments hereto are notintended to represent an offer or acceptance to enter into a contract and are not otherwise intended to bind the sender, Reuben, Junius & Rose, LLP, any of its clients, or any other person or entity. The information and any attachments contained in this email and any subsequent email string maybe privileged, confidential, and protected from disclosure. If you are not the intended recipient, any dissemination or copying is strictly prohibited. If you think that you may have received this email message in error, please notify the sender at the email address above. If you have received thisemail in error, you are instructed to delete all copies and discard any printouts without reading the information contained within. 21 Description: CA San Mateo Document - Book.Page (6/17/48-12/31/80) 5537.673 Page 1 of 3 22 Description: CA San Mateo Document - Book.Page (6/17/48-12/31/80) 5537.673 Page 2 of 3 23 Description: CA San Mateo Document - Book.Page (6/17/48-12/31/80) 5537.673 Page 3 of 3 24 Order No.: 30116127-010-NT1-KD9 This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Fidelity National Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I— Requirements; and Schedule B, Part II—Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. 27C170B ALTA Commitment for Title Insurance (Effective 7-1-21)Page 2 Copyright ©2021 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. EXHIBIT A LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF SOUTH SAN FRANCISCO, IN THE COUNTY OF SAN MATEO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: PARCEL I: Parcel 34, as shown on the Map entitled, "PARCEL MAP OF PERSON AND SWANSON INDUSTRIAL TRACT NO. 4, SOUTH SAN FRANCISCO, SAN MATEO COUNTY, CALIFORNIA", filed in the office of the County of San Mateo, State of California, on August 28, 1984 in Book 55 of Parcel Maps at Pages 1, 2, 3 and 4. PARCEL II: An access easement as contained in that certain Grant Deed recorded September 30, 1968, Recording No. 79317-AB, Book 5537, Page 673, of Official Records, appurtenant to Parcel I above, over a portion of Lot 1 in Block 1, as said Lot and Block are shown on that certain map entitled “Person and Swanson Industrial Tract, South San Francisco, California”, filed in the office of the Recorder of the County of San Mateo, State of California on September 5, 1691 in Book 55 of Maps at Pages 12 and 13, described as follows: BEGINNING at the most Easterly corner of aforesaid Lot 1; thence from said point of beginning along the Easterly line of said Lot 1, Southerly from a tangent bearing South 23° 06’ 09” West, on the arc of a curve to the right with a radius of 2,320.68 feet, subtending a central angle of 0° 11’ 21”, an arc the distance of 7.60 feet; thence leaving said line North 64° 30’ 56” West 168.25 feet to a point in the Westerly line of said Lot 1; thence along said line North 4° 14’ 04” East 31.92 feet to an angle point thereon; then North 8° 34’ 04” East 20.33 feet to a point in the Southwesterly line of 6.00 feet Storm Drain Easement, shown as 6’ S.D.E. on aforesaid map of Person and Swanson Industrial Tract; thence along last said line South 50° 04’ 32” East 100.54 feet; thence leaving said line South 72° 54’ 56” East 15.46 feet to a point in the Northeasterly line of aforesaid Lot 1; thence along last said line South 50° 04’ 32” East 75.15 feet to the point of beginning. PARCEL III: An Easement for parking as contained in that certain Grant Deed recorded September 30, 1968, Recording No. 79317-AB, Book 5537, Page 673, of Official Records, appurtenant to Parcel I above, over a strip of land 6.00 feet in width, being a portion of the 6.00 storm drain easement (6’ S.D.E.) across Lot 1 in Block 1 as said Easement (6’ S.D.E.), Lot and Block are shown on that certain map entitled “Person and Swanson Industrial Tract, South San Francisco, California”, filed in the office of the County Recorder of San Mateo County, State of California on September 5, 1961 in Book 55 of Maps at Pages 12 and 13, described as follows: BEGINNING at the Northwesterly corner of aforesaid Lot 1; thence from said point of beginning along the Northeasterly line of said Lot 1, South 50° 04’ 32” East 118.44 feet; thence leaving said line North 72° 54’ 36” West 15.46 feet to a point in the Southwesterly line of the aforesaid 6.00 feet storm drain easement (6’ S.D.E., Map); thence along said line North 50° 04’ 32” West 100.54 feet to a point in the Westerly line of Lot 1; thence along last said line North 8° 34’ 04” East 7.03 feet to the point of beginning. JPN: 015-011-112-40A and 015-011-112-62.01A Parcel Numbers: 015-112-400, 015-112-760 25 A.L.T.A. / N.S.P.S. LAND TITLE SURVEY OF THE LANDS OF: JOHN JAGAZEEL RAJASEKARAN, A MARRIED MAN, AS HIS SOLE AND SEPARATE PROPERTY AS DESCRIBED IN THE PRELIMINARY COMMITMENT FOR TITLE INSURANCE PREPARED BY: FIDELITY NATIONAL TITLE INSURANCE COMPANY ORDER NUMBER: 30116127-010-NT1-KD9 DATED: APRIL 01, 2024 VICINITY MAP (NOT TO SCALE) REFERENCED PRELIMINARY REPORT FOR TITLE INSURANCE: TITLE COMPANY:FIDELITY NATIONAL TITLE INSURANCE COMPANY ORDER NO.: 30116127-010-NT1-KD9 COMMITMENT DATE:APRIL 01, 2024 NATURE OF TITLE:A FEE AS TO PARCEL I, EASEMENTS AS TO PARCELS II & III TITLE VESTED IN: JOHN JAGAZEEL RAJASEKARAN, A MARRIED MAN, AS HIS SOLE AND SEPARATE PROPERTY PROPERTY ADDRESS:1341 SAN MATEO AVENUE, SOUTH SAN FRANCISCO, CA 94080 ASSESSOR'S PARCEL NO.: 015-112-400, 015-112-760 LEGAL DESCRIPTION: THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF SOUTH SAN FRANCISCO, IN THE COUNTY OF SAN MATEO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 34, AS SHOWN ON THE MAP ENTITLED, "PARCEL MAP OF PERSON AND SWANSON INDUSTRIAL TRACT NO. 4, SOUTH SAN FRANCISCO, SAN MATEO COUNTY, CALIFORNIA", FILED IN THE OFFICE OF THE COUNTY OF SAN MATEO, STATE OF CALIFORNIA, ON AUGUST 28, 1984 IN BOOK 55 OF PARCEL MAPS AT PAGES 1, 2, 3 AND 4. PARCEL II: AN ACCESS EASEMENT AS CONTAINED IN THAT CERTAIN GRANT DEED RECORDED SEPTEMBER 30, 1968, RECORDING NO. 79317-AB, BOOK 5537, PAGE 673, OF OFFICIAL RECORDS, APPURTENANT TO PARCEL I ABOVE, OVER A PORTION OF LOT 1 IN BLOCK 1, AS SAID LOT AND BLOCK ARE SHOWN ON THAT CERTAIN MAP ENTITLED “PERSON AND SWANSON INDUSTRIAL TRACT, SOUTH SAN FRANCISCO, CALIFORNIA”, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF SAN MATEO, STATE OF CALIFORNIA ON SEPTEMBER 5, 1691 IN BOOK 55 OF MAPS AT PAGES 12 AND 13, DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST EASTERLY CORNER OF AFORESAID LOT 1; THENCE FROM SAID POINT OF BEGINNING ALONG THE EASTERLY LINE OF SAID LOT 1, SOUTHERLY FROM A TANGENT BEARING SOUTH 23° 06’ 09” WEST, ON THE ARC OF A CURVE TO THE RIGHT WITH A RADIUS OF 2,320.68 FEET, SUBTENDING A CENTRAL ANGLE OF 0° 11’ 21”, AN ARC THE DISTANCE OF 7.60 FEET; THENCE LEAVING SAID LINE NORTH 64° 30’ 56” WEST 168.25 FEET TO A POINT IN THE WESTERLY LINE OF SAID LOT 1; THENCE ALONG SAID LINE NORTH 4° 14’ 04” EAST 31.92 FEET TO AN ANGLE POINT THEREON; THEN NORTH 8° 34’ 04” EAST 20.33 FEET TO A POINT IN THE SOUTHWESTERLY LINE OF 6.00 FEET STORM DRAIN EASEMENT, SHOWN AS 6’ S.D.E. ON AFORESAID MAP OF PERSON AND SWANSON INDUSTRIAL TRACT; THENCE ALONG LAST SAID LINE SOUTH 50° 04’ 32” EAST 100.54 FEET; THENCE LEAVING SAID LINE SOUTH 72° 54’ 56” EAST 15.46 FEET TO A POINT IN THE NORTHEASTERLY LINE OF AFORESAID LOT 1; THENCE ALONG LAST SAID LINE SOUTH 50° 04’ 32” EAST 75.15 FEET TO THE POINT OF BEGINNING. PARCEL III: AN EASEMENT FOR PARKING AS CONTAINED IN THAT CERTAIN GRANT DEED RECORDED SEPTEMBER 30, 1968, RECORDING NO. 79317-AB, BOOK 5537, PAGE 673, OF OFFICIAL RECORDS, APPURTENANT TO PARCEL I ABOVE, OVER A STRIP OF LAND 6.00 FEET IN WIDTH, BEING A PORTION OF THE 6.00 STORM DRAIN EASEMENT (6’ S.D.E.) ACROSS LOT 1 IN BLOCK 1 AS SAID EASEMENT (6’ S.D.E.), LOT AND BLOCK ARE SHOWN ON THAT CERTAIN MAP ENTITLED “PERSON AND SWANSON INDUSTRIAL TRACT, SOUTH SAN FRANCISCO, CALIFORNIA”, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN MATEO COUNTY, STATE OF CALIFORNIA ON SEPTEMBER 5, 1961 IN BOOK 55 OF MAPS AT PAGES 12 AND 13, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWESTERLY CORNER OF AFORESAID LOT 1; THENCE FROM SAID POINT OF BEGINNING ALONG THE NORTHEASTERLY LINE OF SAID LOT 1, SOUTH 50° 04’ 32” EAST 118.44 FEET; THENCE LEAVING SAID LINE NORTH 72° 54’ 36” WEST 15.46 FEET TO A POINT IN THE SOUTHWESTERLY LINE OF THE AFORESAID 6.00 FEET STORM DRAIN EASEMENT (6’ S.D.E., MAP); THENCE ALONG SAID LINE NORTH 50° 04’ 32” WEST 100.54 FEET TO A POINT IN THE WESTERLY LINE OF LOT 1; THENCE ALONG LAST SAID LINE NORTH 8° 34’ 04” EAST 7.03 FEET TO THE POINT OF BEGINNING. ALTA SURVEY NOTES: 1.THE BOLDTYPE COMMENTS ARE ADDED BY THE PROFESSIONAL LAND SURVEYOR. 2.ALL DISTANCES AND DIMENSIONS ARE IN FEET AND DECIMALS THEREOF. 3.DIMENSIONAL TIES TO IMPROVEMENTS ARE 90° TO THE PROPERTY LINE(S) UNLESS OTHERWISE NOTED. 4."IN" AND "OUT" AS SHOWN ON THIS SURVEY INDICATE THE DISTANCE INSIDE OR OUTSIDE OF THE SUBJECT PROPERTY. 5.THE DATES OF THE FIELD SURVEY WERE MAY 20 & 24, 2024. 6.THE PROPERTY HAS DIRECT VEHICULAR ACCESS TO AND FROM SAN MATEO AVENUE AND LOWRIE AVENUE, DEDICATED PUBLIC STREETS. 7.IN THE PROCESS OF COMPLETING THE FIELD WORK FOR THIS SURVEY, NO EVIDENCE WAS OBSERVED OR DISCLOSED TO THE UNDERSIGNED SURVEYOR OF ISOLATED GRAVESITES OR OF THE LAND USED FORMERLY OR CURRENTLY AS A BURIAL GROUND. 8.ALL PARCELS ARE CONTIGUOUS WITH ONE ANOTHER WITHOUT ANY GAPS OR GORES BETWEEN THEM. 9.IN REFERENCE TO ITEM 2 OF TABLE "A", THE ADDRESS OF 1341 SAN MATEO AVENUE, SAN MATEO, WAS DISCLOSED WITHIN THE REFERENCED PRELIMINARY TITLE REPORT. 10.IN REFERENCE TO ITEM 3 OF TABLE "A", A FLOOD ZONE OF "X" HAS BEEN DETERMINED FOR THIS PROPERTY SITE, AS SHOWN ON THIS SHEET. 11.IN REFERENCE TO ITEM 4 OF TABLE "A", THE GROSS LAND AREA IS 30,249± SQ.FT., AS SHOWN ON THIS SURVEY. 12.IN REFERENCE TO ITEM 5 OF TABLE "A", IS SHOWN ON SHEET 2. 13.IN REFERENCE TO ITEMS 6(A) AND 6(B) OF TABLE "A", NO ZONING REPORT OR LETTER WAS PROVIDED TO THE SURVEYOR BY THE CLIENT. 14.IN REFERENCE TO ITEMS 7(A) AND, 7(C) OF TABLE "A", SEE SHEET 2. 15.IN REFERENCE TO ITEM 7(B)(1) OF TABLE "A", THE SQUARE FOOTAGE OF THE BUILDING IS 18,097± SQ. FT., MEASURED ON THE EXTERIOR OF THE BUILDING AT GROUND LEVEL. THE TOTAL BUILDING SQUARE FOOTAGE (AS PROVIDED BY THE CLIENT) IS 27,008 ± SQ.FT. 16.IN REFERENCE TO ITEM 7(C) OF TABLE "A", THE BUILDING HEIGHT OF THE BUILDING ON SITE IS SHOWN ON SHEET 2. 17.IN REFERENCE TO ITEM 8 OF TABLE "A", SUBSTANTIAL FEATURES OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK IS AS SHOWN ON THE SURVEY HEREON. 18.IN REFERENCE TO ITEM 9 OF TABLE "A", THE NUMBER OF PARKING SPACES IDENTIFIED IN THE PROCESS OF COMPLETING THE FIELD WORK FOR THIS SURVEY ARE LISTED ON THIS SHEET. 19.IN REFERENCE TO ITEM 14 OF TABLE "A", THE SUBJECT PROPERTY IS APPROXIMATELY 250 FEET NORTHERLY, ALONG LOWRIE AVENUE, FROM ITS INTERSECTION WITH SAN MATEO AVENUE. 20.IN REFERENCE TO ITEM 16 OF TABLE "A", NO EVIDENCE OF RECENT EARTH MOVING WORK AND/OR BUILDING CONSTRUCTION OR ADDITIONS WERE OBSERVED IN THE PROCESS OF CONDUCTING THE FIELD WORK FOR THIS SURVEY. 21.IN REFERENCE TO ITEM 18 OF TABLE "A", NO PLOTTABLE OFFSITE EASEMENTS OR SERVITUDES WERE DISCLOSED OR DISCOVERED BY THE UNDERSIGNED SURVEYOR AS PART OF THIS SURVEY OTHER THAN AS SHOWN ON SHEET 2. BASIS OF BEARINGS: THE BEARINGS ALONG THE MONUMENT LINE AS SHOWN ON THAT "PARCEL MAP OF PERSON AND SWANSON INDUSTRIAL TRACT NO. 4 SOUTH SAN FRANCISCO" RECORDED IN VOLUME 55 OF PARCEL MAPS AT PAGES 1-4 IN THE OFFICE OF THE COUNTY RECORDER OF SAN MATEO COUNTY WERE USED AS THE BASIS OF BEARINGS FOR THIS SURVEY. UTILITY NOTE: THE UTILITIES SHOWN ON THIS SURVEY ARE FROM SURFACE OBSERVATION AND ARE APPROXIMATE ONLY. NO WARRANTY IS IMPLIED AS TO THE ACTUAL LOCATION, SIZE OR PRESENCE OF ANY ADDITIONAL UTILITIES OTHER THAN AS SHOWN ON THIS SURVEY. BASIS OF ELEVATIONS: THE ELEVATIONS SHOWN HEREON ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AND ARE BASED UPON A NETWORK GNSS FIELD SURVEY PERFORMED BY BKF UTILIZING THE SMARTNET NETWORK. SITE BENCHMARK: BKF CONTROL POINT 5, BEING A SET MAG NAIL WITH A ALUMINUM BKF CONTROL WASHER SET IN THE ASPHALT ON LOWRIE AVENUE SHOWN HEREON IS THE SITE BENCHMARK AND WAS USED AS THE BASIS OF ELEVATIONS FOR THIS SURVEY. ELEVATION = 10.83 FEET (NAVD88) SURVEYOR'S STATEMENT: JOHN JAGAZEEL RAJASEKARAN, A MARRIED MAN, AS HIS SOLE AND SEPARATE PROPERTY TO:FIDELITY NATIONAL TITLE INSURANCE COMPANY THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR A.L.T.A./N.S.P.S. LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY A.L.T.A. AND N.S.P.S., AND INCLUDES OPTIONAL ITEMS 2, 3, 4, 5, 6(A), 6(B), 7(A), 7(B)(1), 7(C), 8, 9, 14, 16, AND 18 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON MAY 24, 2024. DAVID C. JUNGMANN, P.L.S. 9267 DATE EXCEPTIONS: 1. PROPERTY TAXES, WHICH ARE A LIEN NOT YET DUE AND PAYABLE, INCLUDING ANY ASSESSMENTS COLLECTED WITH TAXES TO BE LEVIED FOR THE FISCAL YEAR 2024-2025. NOT A SURVEY MATTER 2. INTENTIONALLY DELETED. NOT A SURVEY MATTER 3. INTENTIONALLY DELETED. NOT A SURVEY MATTER 4. INTENTIONALLY DELETED. NOT A SURVEY MATTER 5. INTENTIONALLY DELETED NOT A SURVEY MATTER 6. INTENTIONALLY DELETED. NOT A SURVEY MATTER 7. MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED: RESOLUTION NO. 1920 OF THE CITY COUNCIL OF THE CITY OF SOUTH SAN FRANCISCO, ESTABLISHING A MINIMUM GRADE FOR THE DEVELOPMENT OF THE CITY AND COUNTY OF SAN FRANCISCO WATER DEPARTMENT DATED: AUGUST 24, 1953 EXECUTED BY: THE CITY COUNCIL OF SOUTH SAN FRANCISCO RECORDING DATE: AUGUST 25, 1953 RECORDING NO: 2471L, BOOK 2463, PAGE 500, OF OFF ICIAL RECORDS REFERENCE IS HEREBY MADE TO SAID DOCUMENT FOR FULL PARTICULARS. AND RECORDING DATE: AUGUST 12, 1953 AND RECORDING NO: 3261L, BOOK 2465, PAGE 239, OF OFFICIAL RECORDS NOT A SURVEY MATTER 8. A BUILDING SET-BACK LINE, AS DISCLOSED BY SAID MAP/PLAT. AFFECTS: THE SOUTHEASTERLY 15 FEET PLOTTED 9. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS DELINEATED OR AS OFFERED FOR DEDICATION, ON THE MAP OF PERSON AND SWANSON INDUSTRIAL TRACT FILED IN BOOK 55 OF MAPS AT PAGES 12 AND 13. PURPOSE: DRAINAGE AFFECTS: SOUTHERLY 6 FEET AS SHOWN THEREON, AND REFLECTED UPON THE PARCEL MAP FILED IN BOOK 55 OF PARCEL MAPS AT PAGES 1 TO 4 AS "EXIST. DRAINAGE EASEMENT" PLOTTED 10. INTENTIONALLY DELETED. NOT A SURVEY MATTER 11. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: KOLVI DEVELOPMENT CORPORATION PURPOSE: ACCESS RECORDING DATE: SEPTEMBER 30, 1968 RECORDING NO: 79317-AB, BOOK 5537, PAGE 673, OF OFFICIAL RECORDS AFFECTS: SOUTHERLY CORNER OF SAID LAND AS DESCRIBED THEREIN AND AS REFLECTED UPON THE PARCEL MAP FILED IN BOOK 55 OF PARCEL MAPS AT P AGES 1 TO 4 INCLUSIVE PLOTTED 12. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS DELINEATED OR AS OFFERED FOR DEDICATION, ON THE MAP OF SAID TRACT/PLAT; PURPOSE: WATER PIPE AFFECTS: WESTERLY PORTION, BEING THAT CERTAIN STRIP OF LAND AS SHOWN ON THE PARCEL MAP FILED IN BOOK 55 OF PARCEL MAPS AT PAGES 1 TO 4 AS "A PPROXIMATE LOCATION" AND IDENTIFIED IN THE LEGEND THEREIN AS "W" - EXISTING CALIFORNIA WATER SERVICE COMPANY REVOCABLE PERMIT FOR A SINGLE WATER PIPE AND APPURTENANCES" PLOTTED 13. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS DELINEATED OR AS OFFERED FOR DEDICATION, ON THE MAP OF SAID TRACT/PLAT; PURPOSE: DRAINAGE AFFECTS: SOUTHWESTERLY PORTION AS DESIGNATED ON SAID PARCEL MAP FILED IN BOOK 55 OF PARCEL MAPS AT PAGE 1 TO 4 AS "D.E." PLOTTED 14. RECITALS AS SHOWN ON THAT CERTAIN MAP/PLAT RECORDING DATE: AUGUST 28, 1984 RECORDING NO: BOOK 55, PAGE 1 TO 4, OF PARCEL MAPS WHICH AMONG OTHER THINGS RECITES "ALL THE LANDS WITHIN THIS PARCEL MAP ARE SUBJECT TO A BUILDING HEIGHT LIMIT AS RESTRICTED BY AN AVIATION EASEMENT PARTICULARLY, BUT NOT EXCLUSIVELY, FOR AIRCRAFT USING THE SAN FRANCISCO INTERNATIONAL AIRPORT IN SAN MATEO COUNTY, CALIFORNIA, WITH THE RESTRICTION THAT NO BUILDINGS OR OTHER OBSTRUCTIONS SHALL BE ERECTED ON SAID REAL PROPERTY WHICH SHALL EXCEED A HEIGHT OF 90 FEET ABOVE MEAN SEA LEVEL, AS PER AIRPORT DATUM, AS EXCEPTED AND RESERVED IN THE DEED FROM CITY AND COUNTY OF SAN FRANCISCO, A MUNICIPAL CORPORATION, TO OSCAR F. PERSON, DATED APRIL 23, 1958 AND RECORDED APRIL 30, 1958 IN BOOK 3384 OFFICIAL RECORDS OF SAN MATEO COUNTY, PAGE 663 (38136-Q), AND AS SET FORTH IN THE NOTE SHOWN ON THE MAP MENTIONED HEREIN.". REFERENCE IS HEREBY MADE TO SAID DOCUMENT FOR FULL PARTICULARS. NOT A SURVEY MATTER 15. INTENTIONALLY DELETED. NOT A SURVEY MATTER 16. INTENTIONALLY DELETED NOT A SURVEY MATTER 17. INTENTIONALLY DELETED NOT A SURVEY MATTER 18. INTENTIONALLY DELETED NOT A SURVEY MATTER 19. INTENTIONALLY DELETED NOT A SURVEY MATTER 20. AN UNRECORDED LEASE WITH CERTAIN TERMS, COVENANTS, CONDITIONS AND PROVISIONS SET FORTH THEREIN AS DISCLOSED BY THE DOCUMENT ENTITLED: MEMORANDUM OF LEASE LESSOR: JOHN JAGAZEEL RAJASEKARAN, LESSEE: VIBRANT WELLNESS, LLC, VIBRANT AMERICA, LLC, VIBRANT GENOMICS, LLC AND VIBRANT SCIENCES, LLC RECORDING DATE: MARCH 9, 2022 RECORDING NO: 2022-020848, OF OFFICIAL RECORDS AN AGREEMENT RECORDED MARCH 9, 2022 AT RECORDING N O.: 2022-020850, OF OFFICIAL RECORDS WHICH STATES THAT THIS INSTRUMENT WAS SUBORDINATED TO THE DOCUMENT OR INTEREST DESCRIBED IN THE INSTRUMENT RECORDING DATE: MARCH 9, 2022 RECORDING NO.: 2022-020846, OF OFFICIAL RECORDS THE PRESENT OWNERSHIP OF THE LEASEHOLD CREATED BY SAID LEASE AND OTHER MATTERS AFFECTING THE INTEREST OF THE LESSEE ARE NOT SHOWN HEREIN. NOT A SURVEY MATTER 21. MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED: THIRD PARTY LENDER AGREEMENT DATED: MARCH 7, 2022 EXECUTED BY: FREMONT BANK AND THE MORTGAGE CAPITAL DEVELOPMENT CORPORATION RECORDING DATE: MARCH 11, 2022 RECORDING NO: 2022-021565, OF OFFICIAL RECORDS REFERENCE IS HEREBY MADE TO SAID DOCUMENT FOR FULL PARTICULARS. NOT A SURVEY MATTER 22. INTENTIONALLY DELETED NOT A SURVEY MATTER 23. ANY RIGHTS OF THE PARTIES IN POSSESSION OF A PORTION OF, OR ALL OF, SAID LAND, WHICH RIGHTS ARE NOT DISCLOSED BY THE PUBLIC RECORDS. THE COMPANY WILL REQUIRE, FOR REVIEW, A FULL AND COMPLETE COPY OF ANY UNRECORDED AGREEMENT, CONTRACT, LICENSE AND/OR LEASE, TOGETHER WITH ALL SUPPLEMENTS, ASSIGNMENTS AND AMENDMENTS THERETO, BEFORE ISSUING ANY POLICY OF TITLE INSURANCE WITHOUT EXCEPTING THIS ITEM FROM COVERAGE. THE COMPANY RESERVES THE RIGHT TO EXCEPT ADDITIONAL ITEMS AND/OR MAKE ADDITIONAL REQUIREMENTS AFTER REVIEWING SAID DOCUMENTS. NOT A SURVEY MATTER 24. DISCREPANCIES, CONFLICTS IN BOUNDARY LINES, SHORTAGE IN AREA, ENCROACHMENTS, OR ANY OTHER MATTERS WHICH A CORRECT SURVEY WOULD DISCLOSE AND WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS. NOT A SURVEY MATTER PARKING: REGULAR 27 HANDICAP: 2 TOTAL:29 FLOOD ZONE: ZONE:ZONE X - 0.2% ANNUAL CHANCE OF FLOOD HAZARD, AREAS OF 1% ANNUAL CHANCE OF FLOOD WITH AVERAGE DEPTH LESS THAN 1 FOOT OR WITH DRAINAGE AREAS OF LESS THAN ONE SQUARE MILE (SEE BELOW IMAGE FROM FLOOD MAP) PANEL:065062 0043 F SOUTH SAN FRANCISCO MAP NUMBER:06081C0043F DATED:APRIL 05, 2019 SOURCE:FEMA FLOOD MAP SERVICE (https://msc.fema.gov/portal/home) DATE OF ACCESS:MAY 28, 2024 25 5 S H O R E L I N E D R . , SU I T E 2 0 0 RE D W O O D C I T Y , C A 9 4 0 6 5 (6 5 0 ) 4 8 2 - 6 3 0 0 ww w . b k f . c o m A. L . T . A . / N . S . P . S . L A N D T I T L E S U R V E Y OF T H E L A N D S O F JO H N J A G A Z E E L R A J A S E K A R A N ALTA 1 2 07/02/2024 SITE HW Y - 1 0 1 S AIRP O R T B L V D LOWRIE SA N M A T E O A V E LO W R I E A V E S L I N D E N A V E S M A P L E A V E VICTO R Y A V E 1 AD D E D B L D G S Q F T T O A L T A N O T E S 0 7 / 0 2 / 2 4 2 GA P / G O R E L A N G U A G E T O A L T A N O T E S 0 7 / 0 3 / 2 0 2 4 26 R=2,320.68' Δ=4°22'21" L=177.10' N50 ° 0 4 ' 3 2 " W 1 9 3 . 5 9 ' N81°25'52"W 33.00' N 0 8 ° 3 4 ' 0 8 " E 6 1 . 6 3 ' N1 1 ° 3 3 ' 0 6 " E 45 . 6 9 ' S72°54'36"E 236.42' 15.00' B S B L EX. 8 R=2,350.68' Δ=7°04'48" L=290.48' R=2,350.68' Δ=19°19'00" L=792.51' S0 7 ° 5 3 ' 2 9 " W 25 5 . 2 5 ' S71°16'12"E(R) 30.00' 12.45 EB3.9' IN 12.59 E CAB 2.7' IN SDDI 1.0' IN 11.00 WM0.4' OUT ASV/BFP 0.6' IN SDDI 1.5' IN CL GM 4.6' OUT SDDI ON PL FDC 4.1' OUT ASV/BFP3.1' OUT A/C UNIT X6 ±0.9' IN SIGN ON PL ELEVATED SIGN 0.1' IN SITE ACCESS SITE ACCESS SITE ACCESS PL-FC 7.0' PL-FC 7.0' PL-FC 7.3' PL-FC 14.2' PL-FC9.8' PL-FC 11.2' ELEC CONDUIT 4.8' IN S A N M A T A O A V E N U E 60 ' R / W - A P U B L I C S T R E E T L O W R I E A V E N U E 6 0 ' R / W - A P U B L I C S T R E E T SITE BENCHMARK BKF CONTROL POINT NO. 5 SET MAG NAIL & WASHER ON AC ELEVATION = 10.83 FEET (NAVD88) LANDS OF JOHN J RAJASEKARAN APN: 015-112-400 015-112-760 AREA = 30,249± SQ.FT. BLDG-PL 5 . 2 ' BLDG-P L 4 . 9 ' BLDG-P L 1 6 . 0 ' BLDG-P L 1 6 . 2 ' BLDG-P L 1 6 . 7 ' LEGEND FOUND MONUMENT AS NOTED SITE BENCHMARK BOLLARD FIRE DEPARTMENT CONNECTION FIRE HYDRANT GAS METER JOINT POLE SANITARY SEWER UTILITY HOLE SIGN TREE SIZE AS NOTED VALVE AS NOTED LINETYPES ADJACENT LOT LINE SUBJECT BOUNDARY LINE BACK OF CURB BUILDING OVERHANG BUILDING STRUCTURE CONCRETE LINE EASEMENT LINE EDGE OF PAVEMENT FENCE LINE LIP OF GUTTER MAJOR CONTOUR LINE MINOR CONTOUR LINE MONUMENT LINE OVERHEAD LINE PARKING SPACE ROAD CENTERLINE SANITARY SEWER LINE STORM DRAIN LINE TOP OF CURB USA LINE GENERIC USA LINE DOMESTIC WATER USA LINE GAS USA LINE STORM DRAIN ABBREVIATIONS AC ASPHALTIC CONCRETE APN ASSESSORS PARCEL NUMBER ASV/BFP ANTI-SIPHON VALVE/BACKFLOW PREVENTER BD BRASS DISK BFP BACKFLOW PREVENTION DEVICE BLDG BUILDING BM BENCHMARK BOL BOLLARD BW BACK OF WALK CAB CABINET CATV CABLE TELEVISION CB CATCH BASIN C GS CONC GRADE SPOT ELEVATION CL CENTERLINE CLDR CNETERLINE DOOR CO CLEAN OUT COL COLUMN CONC CONCRETE DI DRAIN INLET DN DOCUMENT NUMBER E ELECTRIC EB ELECTRIC BOX ELEC ELECTRIC EP EDGE OF PAVEMENT FC FACE OF CURB FDC FIRE DEPARTMENT CONNECTION FF FINISHED FLOOR FH FIRE HYDRANT FL FLOWLINE FNC FENCE GL GAS LINE GM GAS METER GND GROUND GV GAS VALVE HB HOSE BIBB HCR HANDICAP RAMP HP HIGH POINT INV INVERT IP IRON PIPE JP JOINT POLE LG LIP OF GUTTER LSCP LANDSCAPING MON MONUMENT OR OFFICIAL RECORD PB PULL BOX PL PROPERTY LINE PLS PROFESSIONAL LAND SURVEYOR PVC POLYVINYL CHLORIDE PIPE R/W RIGHT-OF-WAY RBC REBAR & CAP RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN (R)DENOTES RADIAL BEARING (R#)DENOTES RECORD REFERENCE SD STORM DRAIN SDUH STORM DRAIN UTILITY HOLE SQ.FT.SQUARE FOOT SS SANITARY SEWER SSCO SANITARY SEWER CLEANOUT SSUH SANITARY SEWER UTILITY HOLE SW SIDEWALK TC TOP OF CURB UH UTILITY HOLE USA UNDERGROUND SERVICE ALERT WB/WV WATER BOX/WATER VALVE UB UTILITY BOX UH UTILITY HOLE UNK UNKNOWN UTIL UTILITY VLT VAULT W WATER WB WATER BOX WM WATER METER WV WATER VALVE FOUND MONUMENT 2" BRASS DISK WITH CUT "X"(55 M 4) FOUND MONUMENT 2" BRASS DISK WITH PUNCH (55 M 4) 25 5 S H O R E L I N E D R . , SU I T E 2 0 0 RE D W O O D C I T Y , C A 9 4 0 6 5 (6 5 0 ) 4 8 2 - 6 3 0 0 ww w . b k f . c o m A. L . T . A . / N . S . P . S . L A N D T I T L E S U R V E Y OF T H E L A N D S O F JO H N J A G A Z E E L R A J A S E K A R A N ALTA 2 2 27 City of South San Francisco Legislation Text P.O. Box 711 (City Hall, 400 Grand Avenue) South San Francisco, CA File #:25-119 Agenda Date:2/20/2025 Version:1 Item #:2a Resolution making findings and determining that the environmental effects of the construction of a three-story personal storage building located at 1341 San Mateo Avenue,were sufficiently analyzed under the certified 2040 General Plan Environmental Impact Report and based on the Infill Checklist,no additional environmental analysis is needed pursuant to California Environmental Quality Act (CEQA)Guidelines Sections 15162, 15168, 15183 and 15332. WHEREAS,Buchanan Street Partners,LP (“Applicant”)has proposed construction of a 68,893-square-foot building anticipated as personal storage use (“Project Site”); and WHEREAS, the proposed Project is located within the Mixed Industrial High (“MIH”) Zoning District; and WHEREAS,the Applicant seeks approval of Design Review (DR24-0026)and Conditional Use Permit (UP24- 0004) for the Project (P24-0065); and WHEREAS,approval of the Applicant’s proposal is considered a “Project”for purposes of the California Environmental Quality Act (Public Resources Code §21000, et seq.) (“CEQA”); and WHEREAS,the City Council of the City of South San Francisco (“City”)approved the City’s General Plan in 2022,which articulates the vision for growth and development throughout the east of 101 area as well as the entire City through 2040; and WHEREAS,the City Council certified an Environmental Impact Report (“EIR”)on October 12,2022 (State Clearinghouse #2021020064)in accordance with the provisions of CEQA and the CEQA Guidelines,which analyzed the potential environmental impacts of the development of the 2040 General Plan Update,Zoning Code Amendments and Climate Action Plan (“2040 General Plan EIR”)which analyzed the potential environmental impacts of the development citywide; attached hereto as Exhibit 1; and WHEREAS,the City Council also adopted a Statement of Overriding Considerations (“SOC”)on October 12, 2022 in accordance with the provisions of CEQA and the CEQA Guidelines,which carefully considered each significant and unavoidable impact identified in the 2040 General Plan EIR and found that the significant environmental impacts are acceptable in light of the Project’s social, economic and environmental benefits; and WHEREAS,Sections 15162 and 15168 of the CEQA Guidelines states that no subsequent EIR needs to be prepared for a project where an EIR has previously been prepared unless the lead agency identifies subsequent changes in circumstance that were identified and not previously analyzed or would create new significant environmental effects; and WHEREAS,in addition,Section 15183 of the CEQA Guidelines mandates that projects that are consistent with the development density established by existing zoning,a community plan,or general plan policies for which an EIR was certified shall not require additional environmental review,except as might be necessary to examine whether there are project-specific significant effects that are peculiar to a project or its site; and City of South San Francisco Printed on 2/13/2025Page 1 of 5 powered by Legistar™28 File #:25-119 Agenda Date:2/20/2025 Version:1 Item #:2a WHEREAS,CEQA Guidelines Section 15183 specifies that when reviewing a project that meets the requirements of this section,a public agency shall limit its examination of environmental effects to those that the agency determines in an environmental checklist or other analysis; and WHEREAS,the City,in conjunction with an environmental consultant,Lamphier-Gregory,prepared an Infill Checklist to provide substantial evidence that the proposed Project is within the scope of the previous environmental analysis including General Plan EIR and Mitigation Monitoring Program and that the subsequent CEQA analysis is not required for the Project; and WHEREAS,as demonstrated through the Infill Checklist analysis of project impacts,there are no effects that are peculiar to the project,or were not previously identified,or have become more adverse due to new, previously unknown information,and no further environmental review would be required pursuant to Section 15183; and WHEREAS,the Project is subject to CEQA streamlining pursuant to CEQA Guidelines Section 15183,which allows for streamlined review for Infill projects consistent with the General Plan and Zoning; and WHEREAS,as demonstrated by the Infill Checklist and technical analyses,the Project is categorically exempt from CEQA pursuant to CEQA Guidelines Section 15332 as an Infill Development project; and WHEREAS,the Planning Commission for the City of South San Francisco held a duly noticed public hearing on February 20,2025 to consider the Infill Checklist attached hereto as Exhibit 2 and take public testimony; and WHEREAS,the Planning Commission has exercised its independent judgment and analysis,and considered all reports, recommendations, and testimony before making a determination on the Project. NOW,THEREFORE,BE IT RESOLVED that based on the entirety of the record before it,which includes without limitation,the California Environmental Quality Act (Public Resources Code §21000,et seq.) (“CEQA”)and the CEQA Guidelines (14 California Code of Regulations §15000,et seq.);the South San Francisco General Plan and General Plan EIR;the Environmental Consistency Analysis,as prepared by Lamphier-Gregory,dated November 25,2024;the Project Plans dated November 8,2024,and all reports, minutes,and public testimony submitted as part of the Planning Commission’s duly noticed February 20,2025 meeting;and any other evidence (within the meaning of Public Resources Code Sections 21080(e)and 21082.2), the Planning Commission of the City of South San Francisco hereby finds as follows: SECTION 1 FINDINGS A.General 1.The foregoing recitals are true and correct and made a part of this Resolution. 2.Exhibit 1 attached to this Resolution,the General Plan EIR and all related appendices,and the Infill Checklist and supporting documents prepared by Lamphier-Gregory,dated November 25, 2024 (Exhibit 2)is incorporated by reference and made a part of this Resolution,as if set forth fully herein. 3.The documents and other material constituting the record for these proceedings are located at the City of South San Francisco Printed on 2/13/2025Page 2 of 5 powered by Legistar™29 File #:25-119 Agenda Date:2/20/2025 Version:1 Item #:2a 3.The documents and other material constituting the record for these proceedings are located at the Planning Division for the City of South San Francisco,315 Maple Avenue,South San Francisco,CA 94080, and in the custody of the Chief Planner. B.California Environmental Quality Act (CEQA) 1.For the reasons stated in this Resolution,the Project is subject to CEQA streamlining and does not require additional CEQA review pursuant to CEQA Guidelines Section 15183 as the Project is consistent with a Community Plan,General Plan or Zoning because as supported by the findings of the Infill Checklist which also serves as an Environmental Consistency Checklist: a.The Project is consistent with the development density established by existing zoning, General Plan designation,and General Plan policies for which the General Plan Program EIR was certified. b.There are no project-specific effects which are peculiar to the Project or the Project Site. c.There are no project-specific impacts,which the General Plan Program EIR failed to analyze as significant effects. d.There are no potentially significant off-site and/or cumulative impacts which the General Plan Program EIR failed to evaluate. e.There is no substantial new information which results in more severe impacts than anticipated by the General Plan Program EIR. 2.For the reasons stated in this Resolution,the Project is also exempt from CEQA pursuant to CEQA Guidelines Section 15332: Class 32 as an infill development project because: a.As described in the record,the Project is designed to be consistent with the City’s General Plan, all applicable General Plan policies and zoning designations and regulations. b.The Project will be located within the City’s limits,on a site of less than five acres and will be surrounded by urban uses in a built-out environment. c.The Project Site has no value as habitat for endangered,rare,or threatened species as it is in a built-out environment and is currently disturbed as the site of an existing building and parking lot. d.As supported by the findings of the Infill Checklist,approval of the Project would not result in any significant effects relating to traffic, noise, air quality, or water quality. e.The Project can be adequately serviced by all required utilities and public services. 3.For the reasons stated in this Resolution,there is not substantial evidence in the record to support a fair argument that approval of the Project will result in significant environmental effects beyond those adequately evaluated and addressed by the General Plan Program EIR nor would the Project require any new mitigation measures because: City of South San Francisco Printed on 2/13/2025Page 3 of 5 powered by Legistar™30 File #:25-119 Agenda Date:2/20/2025 Version:1 Item #:2a a.The Project does not propose substantial changes to the General Plan,which will require major revisions of the General Plan EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; b.No substantial changes have occurred with respect to the circumstances under which the General Plan is undertaken which will require major revisions of the General Plan EIR due to the involvement of new significant effects or a substantial increase in the severity of previously identified significant effects; c.No new information of substantial importance,which was not known and could not have been known with the exercise of reasonable diligence at the time the General Plan Program EIR was certified as complete, shows any of the following: i.The Project will have one or more significant effects not discussed in the General Plan EIR; ii.Significant effects previously examined will be substantially more severe than shown in the previous EIR; iii.Mitigation measures or alternatives previously found not to be feasible would in fact be feasible and would substantially reduce one or more significant effects of the Project,but the Project proponents decline to adopt the mitigation measure or alternative; or iv.Mitigation measures or alternatives which are considerably different from those analyzed in the General Plan EIR would substantially reduce one or more significant effects on the environment,but the Project proponents decline to adopt the mitigation measure or alternative. 4.Based upon the testimony and information presented at the hearing and upon review and consideration of the environmental documentation provided,including but not limited to the Infill Checklist,as prepared by Lamphier-Gregory,and attached hereto as Exhibit 2,the Planning Commission,exercising its independent judgment and analysis,finds that the Project is statutorily and categorically exempt from CEQA pursuant CEQA Guidelines Section 15332:Class 32 and subject to CEQA streamlining pursuant to CEQA Guidelines Section 15183 and pursuant to CEQA Guidelines Section 15168(c),the Project falls within the environmental parameters analyzed in the General Plan EIR,and further finds that the Project would not result in any new significant environmental effects or a substantial increase in the severity of any previously identified effects beyond those disclosed and analyzed in the General Plan EIR certified by City Council nor would new mitigation be required by the Project.These findings are supported by the fact that the Infill Checklist analysis determined that the Project would not result in any new impacts not adequately evaluated and addressed by the General Plan EIR and Statement of Overriding Considerations. SECTION 2 DETERMINATION NOW,THEREFORE,BE IT FURTHER RESOLVED that the Planning Commission of the City of South San City of South San Francisco Printed on 2/13/2025Page 4 of 5 powered by Legistar™31 File #:25-119 Agenda Date:2/20/2025 Version:1 Item #:2a NOW,THEREFORE,BE IT FURTHER RESOLVED that the Planning Commission of the City of South San Francisco hereby makes the findings contained in this Resolution and determines that the environmental effects of the proposed Project were sufficiently analyzed under the 2040 General Plan Environmental Impact Report and no additional environmental analysis is needed pursuant to CEQA Guidelines Sections 15162,15168, 15183, and 15332. BE IT FURTHER RESOLVED that the resolution shall become effective immediately upon its passage and adoption. City of South San Francisco Printed on 2/13/2025Page 5 of 5 powered by Legistar™32 Exhibit 1 2040 General Plan Update EIR and Appendices Links: -Draft EIR -Final EIR -Appendix A – NOP and Scoping Comments -Appendix B – Air Quality, Energy and GHG Supporting Information -Appendix C – Biological Resources Supporting Information -Appendix D – Cultural Resources – Tribal Cultural Resources Supporting Information -Appendix E – Geology, Soils, and Seismicity Supporting Information -Appendix F – Hazards and Hazardous Materials Supporting Information -Appendix G – Noise Supporting Information -Appendix H – Transportation Supporting Information 33 1341 San Mateo Avenue Self-Storage Project Initial Study / CEQA Analysis 11/25/2024 Prepared for: City of South San Francisco 315 Maple Avenue South San Francisco, CA 94080 Prepared By: Lamphier–Gregory 1944 Embarcadero Oakland, CA 94606 34 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page i Table of Contents 1341 San Mateo Avenue Self-Storage Project - Initial Study/CEQA Document Project Information ...................................................................................................................................... 1 Introduction Executive Summary ......................................................................................................................... 2 Prior Program EIR ............................................................................................................................ 3 CEQA Conclusions ............................................................................................................................ 4 Project Description Project Location and Surrounding Land Uses ................................................................................. 7 Project Site ....................................................................................................................................... 7 Proposed Project Description ........................................................................................................ 10 Project Approvals Required ........................................................................................................... 17 Project’s Consistency with General Plan and Zoning Consistency with SSF 2040 General Plan Update ........................................................................... 18 Consistency with Lindenville Specific Plan .................................................................................... 21 Consistency with SSF Zoning Ordinance Standards ....................................................................... 24 Consistency with SFO Airport and Land Use Consistency Plan ..................................................... 28 Conclusions .................................................................................................................................... 29 Qualifications for an Infill Development Exemption General Plan and Zoning Consistency ........................................................................................... 30 Site Location Criteria ...................................................................................................................... 31 Habitat for Endangered, Rare or Threatened Species .................................................................... 31 Transportation ............................................................................................................................... 32 Noise .............................................................................................................................................. 33 Air Quality ...................................................................................................................................... 34 Water Quality ................................................................................................................................ 36 Potential Exceptions to a CEQA Exemption Cumulative Impacts ....................................................................................................................... 41 Unusual Circumstances .................................................................................................................. 43 Damage to Scenic Resources .......................................................................................................... 44 Section 65962.5 of the Government Code (i.e., Cortese List) ........................................................ 45 Historic Resources .......................................................................................................................... 46 CEQA Determination/Findings .................................................................................................................. 51 Sources and References ............................................................................................................................. 54 35 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page ii List of Tables Table 1 Project Consistency with Zoning Ordinance Standards .......................................................... 24 Table 2 Project Trip Generation ........................................................................................................... 32 Table 3 Regional Criteria Air Pollutant Emissions during Construction ............................................... 35 Table 4 Project’s Bio-Retention Water Treatment Area ..................................................................... 40 List of Figures Figure 1 Project Location / Lindenville ............................................................................................. 8 Figure 2 Project Site .......................................................................................................................... 9 Figure 3 Project Elevation Drawings ............................................................................................... 12 Figure 4 Project Site Plan................................................................................................................. 13 Figure 5 Project Landscape Plan ..................................................................................................... 15 Figure 6 Project Rendering - Façade Treatment ............................................................................. 16 Figure 7 SSF General Plan Land Use Designations .......................................................................... 19 Figure 8 Lindenville Specific Plan Land Use Categories ................................................................... 22 Figure 9 SSF Zoning Diagram .......................................................................................................... 25 Figure 10 Preliminary Stormwater Management Plan ..................................................................... 39 Figure 11 Historic Construction in Lindenville and at Project Site ................................................... 48 Figure 12 Existing Building at Project Site ........................................................................................ 49 Attachments and Technical Appendices Appendix A 1341 San Mateo Parking and Loading Study, Fehr & Peers, September 6, 2024 Appendix B 1341 San Mateo Transportation Study, Fehr & Peers, September 6, 2024 Appendix C CalEEMod Emission Calculator, Construction-Period Emission for 1341 San Mateo, Lamphier- Gregory, September, 2024 Appendix D San Mateo Countywide Water Pollution Prevention Program C.3 and C.6 Development Review Checklist, BKF Engineers, September 6, 2024 Appendix E 1341 San Mateo Avenue Phase I Environmental Site Assessment, ENGEO, August 6, 2024 36 Introduction 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 1 Project Information 1. Project Title: 1341 San Mateo Avenue Self-Storage # P24-0065 and PRE24-0003 2. Lead Agency Name and Address: City of South San Francisco Planning Division 315 Maple Avenue South San Francisco, CA 94080 3. Contact Person: Victoria Kim, Associate Planner Victoria.kim@ssf.net Stephanie Skangos, Senior Planner stephanie.skangos@ssf.net 4. Project Location: 1341 San Mateo Avenue South San Francisco, CA Assessor’s Parcel Numbers: 015-112-400 and 105-112-760 5. Project Sponsor’s Name and Address: Buchanan Street LP Jon Suddarth 3501 Jamboree Road, #4200 Newport Beach, California, 92660 6. Existing General Plan Designation: Mixed Industrial High 7. Existing Zoning: Mixed Industrial High (MIH) 8. Requested Permits/Approvals: Conditional Use Permit - pursuant to SSF Zoning Ordinance Section 20.100.002, personal storage use is a conditionally permitted use in the MIH zoning district Design Review Permit – pursuant to SSF Zoning Ordinance Section 20.480, new construction of a commercial building requires Design Review 37 Introduction 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 2 Introduction Executive Summary The purpose of this document is to provide required California Environmental Quality Act (CEQA) review for the proposed 1341 San Mateo Avenue Self Storage Project (Project). This document includes: • A description of the proposed Project • An assessment of whether the Project qualifies for a CEQA exemption pursuant to CEQA Guidelines Section 15332 as an Infill Development Project • An examination of whether there are Project-specific significant effects that are peculiar to the Project or its site and that would pose an exception to a CEQA exemption pursuant to CEQA Guidelines Section 15300.2 • An assessment of whether the Project qualifies for CEQA streamlining and exemptions pursuant to CEQA Guidelines Section 15183 as a project that is consistent with the development density established by existing zoning, community plan or general plan policies for which an EIR was certified Applicable CEQA sections are further described below, each of which separately and independently provides a basis for CEQA compliance. Project Overview Buchanan Street Partners, LP (the Project applicant) wishes to redevelop an approximately 0.75-acre property located within the Lindenville Sub-Area of South San Francisco, at 1341 San Mateo Avenue. This site is currently occupied as an underutilized office/medical laboratory building. The Project applicant seeks to demolish this existing building and to construct a new self-storage facility at this location. The site is substantially surrounded by other industrial uses, including other storage facilities. CEQA Findings As fully evaluated in this CEQA Checklist, the Project qualifies for exemptions from additional environmental review. The Project is consistent with the development intensity and land use characteristics established by the 2022 South San Francisco General Plan Update (SSF 2040 General Plan). The potential environmental impacts associated with redevelopment of existing older industrial uses with new buildings (such as the Project) were adequately analyzed in the 2022 South San Francisco General Plan Update, Zoning Code Amendments and Climate Action Plan Environmental Impact Report (SSF 2040 General Plan EIR, State Clearinghouse Number 2021020064). The analysis contained in this CEQA document supports a determination that each of the CEQA exemptions, streamlining and/or tiering provisions listed below separately and independently provides a basis for CEQA compliance for the Project. • The Project qualifies for an exemption from further environmental review as specified in CEQA Guidelines Section 15332 for Infill Development Projects. • The Project qualifies for an exemption from further environmental review per CEQA Guidelines Section 15183 as a Project Consistent with a Community Plan, General Plan or Zoning (the SSF 2040 General Plan and the Lindenville Specific Plan). • The Project qualifies for CEQA streamlining by tiering from a prior Program EIR (the SSF 2040 General Plan EIR, including the EIR Addendum for the Lindenville Specific Plan). 38 Introduction 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 3 • None of the conditions otherwise requiring a supplemental or subsequent EIR as specified in CEQA Guidelines Sections 15162, 15163 or 15300.2 apply to the Project. If approved, the Project is required to comply with applicable mitigation measures identified in the SSF 2040 General Plan EIR. With implementation of applicable mitigation measures, the Project would not result in any new significant impacts that were not previously identified in that prior EIR, or in a substantial increase in the severity of any significant impacts that were previously identified in that prior EIR. Accordingly, no further environmental documentation or analysis is required. Prior Program EIR The characteristics of the Project are generally addressed in the SSF 2040 General Plan, and in the SSF 2040 General Plan EIR that was prepared and certified for that General Plan. This prior Program EIR is summarized below and hereby incorporated by reference, and can be obtained from the City of South San Francisco Planning Division at 315 Maple Avenue, or online at: https://weblink.ssf.net/WebLink/DocView.aspx?id=501924&dbid=0&repo=SSFDocs. The characteristics of the Project are also generally addressed in the Initial Study/Addendum to the SSF 2040 General Plan EIR that was prepared to addresses proposed refinements to the General Plan, pursuant to the Lindenville Specific Plan area. That Addendum to the SSF 2040 GP EIR was approved in September 2023, and can be obtained from the City of South San Francisco Planning Division at 315 Maple Avenue, or online at: https://ci-ssf-ca.legistar.com/LegislationDetail.aspx?ID=6337505&GUID=ECE179F3-BA54-4DC1-BC0E- D2623DA2E301 SSF 2040 General Plan Update - Primary Policy Framework Among the Guiding Principles of the SSF 2040 General Plan is to assure a prosperous local economy by supporting local businesses, while simultaneously strengthening the City’s role as the worldwide hub of the biotech and life sciences industries. The City also embraces its legacy as “The Industrial City” by supporting a diversity of light industrial, manufacturing and maker businesses to maintain a core of middle-wage jobs. Specifically within the Lindenville Sub-Area, the SSF 2040 General Plan seeks to strengthen this area’s economic base, which includes a large number of small businesses and a high share of jobs in the industrial sectors, by retaining a large portion of this Sub-Area’s land area for service, transportation, and industrial uses. The SSF 2040 General Plan specifically designates a large portion of the Lindenville Sub-Area for mixed industrial type uses such as manufacturing, processing, general service, warehousing, storage and distribution, and service commercial uses. SSF 2040 General Plan Program EIR The SSF 2040 General Plan EIR is considered a Program EIR per CEQA Guidelines Sections 15168 and 15183. As such, subsequent activities pursuant to the SSF 2040 General Plan are subject to requirements under each of these CEQA Guidelines sections, including applicable mitigation measures identified in the SSF 2040 General Plan EIR to address potential cumulative environmental effects. The SSF 2040 General Plan EIR determined that development consistent with the SSF 2040 General Plan would primarily result in impacts that would be less than significant or reduced to a less than significant level with the implementation of General Plan policies and/or mitigation measures identified in that EIR. Significant unavoidable impacts were identified in the SSF 2040 General Plan EIR for the following environmental topics: 39 Introduction 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 4 • Implementation of the SSF 2040 General Plan would conflict with or obstruct implementation of the applicable air quality plan • Implementation of the SSF 2040 General Plan would result in a cumulatively considerable net increase of criteria pollutants for which the region is nonattainment under applicable federal or State ambient air quality standards • Implementation of the SSF 2040 General Plan would conflict or be inconsistent with CEQA Guidelines Section 15064.3, subdivision (b) regarding vehicle miles traveled (VMT) Due to the potential for significant unavoidable impacts, a Statement of Overriding Considerations was adopted as part of the City’s approvals of the 2040 General Plan. Addendum to the SSF 2040 General Plan Program EIR for Lindenville Specific Plan The purpose of the Addendum to the SSF 2040 General Plan EIR was to evaluate whether refinements to the development studied in the 2040 General Plan EIR for the Lindenville Specific Plan area required any major revisions to the certified 2040 GP EIR, due to new significant impacts or a substantial increase in the severity of any significant impacts previously identified. This Addendum specifically evaluated changes proposed by the Lindenville Specific Plan from General Plan buildout assumptions. The Addendum concluded that the Lindenville Specific Plan would result in the same impacts as identified in the 2040 General Plan EIR, with no new and no more severe effects. CEQA Conclusions of this Document The purpose of this CEQA document is to evaluate the potential environmental effects of the proposed Project and to determine whether such impacts were adequately addressed in the SSF 2040 General Plan Program EIR and its Addendum, such that CEQA exemptions and streamlining provisions apply. The analysis and supporting documentation contained in this document provide a comprehensive review that comprises the basis for the following CEQA determinations. The Project qualifies for two separate CEQA exemptions and streamlining provisions, each of which separately and independently provides a basis for CEQA compliance. Class 32 Categorical Exemption for Infill Development Public Resources Code Section 21159.21 and CEQA Guidelines Section 15300 to Section 15333 include a list of classes of projects that have been determined to not have a significant effect on the environment and are therefore exempt from further review under CEQA. Among the classes of exempt projects are those projects identified as Infill Development (CEQA Guidelines section 15332, or Class 32 Exemptions). The Project’s consistency with the requirements for a Class 32 Infill Development exemption are provided in this document. No Exceptions CEQA Guidelines Section 15300.2 identifies exceptions to an otherwise applicable CEQA exemption. These exceptions include projects with significant cumulative effects not otherwise addressed, projects with significant effects due to unusual circumstances, and projects that result in damage to scenic resources within a designated State Scenic Highway, that are located on a hazardous waste site, and/or that may cause a substantial adverse change in the significance of a historical resource. As analyzed in this CEQA document, there are no significant effects peculiar to the Project or its site, and no exceptions to a CEQA exemption pursuant to CEQA Guidelines Section 15300.2 apply. 40 Introduction 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 5 Section 15183 Exemption for Projects Consistent with a Community Plan Public Resources Code Section 21083.3 and CEQA Guidelines Section 15183 (Projects Consistent with a Community Plan or Zoning) provide for exemptions and streamlined environmental review for projects that are consistent with the development density established by existing zoning, community plan or general plan policies for which an EIR was certified, except as might be necessary to examine whether there are project specific significant effects which are peculiar to the project or its site. CEQA Guidelines Section 15183(c) specifies that if an impact is not peculiar to the parcel or to the project, has been addressed as a significant effect in the prior EIR, or can be substantially mitigated by the imposition of uniformly applied development policies or standards, then an EIR need not be prepared for the project solely on the basis of that impact. This CEQA document considers the applicability of the environmental evaluation prepared in the SSF 2040 General Plan Program EIR, and concludes: • the Project would not result in significant impacts that are peculiar to the Project or Project site • the Project would not result in significant impacts that are not identified in the prior SSF 2040 General Plan Program EIR as significant project-level, cumulative or off-site effects • the Project would not result in significant impacts that were previously identified as significant effects, but that would be more severe than as disclosed in the prior SSF 2040 General Plan Program EIR Findings regarding the Project’s consistency with applicable General Plan and zoning provisions are included in this document. The Project meets the requirements for a Community Plan Exemption pursuant to CEQA Guidelines Section 15183. The Project is permitted in the zoning district where the Project site is located and is consistent with the land uses as envisioned in the General Plan. Based on the analysis conducted in this document and pursuant to CEQA Guidelines Section 15183, the Project qualifies for a Community Plan Exemption. CEQA Streamlining / Reliance on a Prior Program EIR CEQA Guidelines Section 15168 provides that a prior Program EIR can be used in support of streamlining and/or tiering provisions. The SSF 2040 General Plan EIR is a Program EIR, and can be relied on for streamlining and/or tiering. CEQA Guidelines Section 15168 also provides that subsequent activities pursuant to a Program EIR must be examined in light of that Program EIR to determine whether an additional environmental document must be prepared. If the lead agency finds that no new effects could occur or no new mitigation measures would be required, the lead agency can approve the activity as being within the scope of the project covered by that Program EIR and no new environmental document would be required. Based on an examination of the analysis, findings and conclusions of the SSF 2040 General Plan EIR, the potential environmental impacts associated with the Project have been adequately analyzed and covered in that prior Program EIR. This CEQA analysis demonstrates that the Project would not result in substantial changes or involve new information that would warrant preparation of a subsequent EIR per CEQA Guidelines Section 15162, because the level of development and activity now proposed for the Project site is within the broader development assumptions analyzed in the prior Program EIR. The Project is required to incorporate and/or comply with applicable requirements and mitigation measures identified in the SSF 2040 General Plan EIR. No Additional Environmental Review Required This CEQA Analysis fully analyzes the environmental impacts of the Project to determine the most appropriate approach for its CEQA documentation and compliance. This analysis concludes the following as relates to the CEQA review of the 1341 San Mateo Avenue Self-Storage Project: 41 Introduction 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 6 • The Project qualifies for a CEQA exemption pursuant to CEQA Guidelines Section 15332 as an Infill Development Project • The Project is eligible for a Community Plan exemption pursuant to CEQA Guidelines Section 15183 as a project that is consistent with the development density established by existing zoning, community plan or general plan policies for which an EIR was certified • There are no Project-specific significant effects that are peculiar to the Project or its site that present an exception to a CEQA exemption pursuant to CEQA Guidelines Section 15300.2 The Project is within the scope of the broader program as evaluated in the SSF 2040 General Plan Program EIR, and no new or additional environmental document is required. 42 Project Description 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 7 Project Description This section describes the proposed self-storage project (Project) at 1341 San Mateo Avenue as evaluated in this CEQA Analysis. Included is a description of the Project location and surrounding land uses, and the Project site as it currently exists; existing General Plan policies and zoning standards applicable to the site; the proposed redevelopment for the Project; and required Project approvals. Project Location and Surrounding Land Uses The Project site is located in the Lindenville Sub-Area of the City of South San Francisco, on the westerly side US- 101 (see Figure 1). The Lindenville Sub-Area is located in the central southern portion of the city, adjacent to and south of downtown South San Francisco. The Lindenville Sub-Area is largely comprised of manufacturing, food processing, warehousing and other industrial uses including the SSF Produce Terminal. The Lindenville Sub-Area has little to no existing residential uses. Other land uses in the vicinity of the Project site include the Westside Concrete Materials plant, automotive repair shops, and produce sales associated with the nearby Produce Terminal, other self-storage uses, and the Bay Badminton Center/Elite Volleyball Club. The Project site is about one-half mile to the northwest of the San Bruno BART Station, approximately 0.65 miles due east of US Highway 101, approximately 1-mile due east of the San Bruno Channel of the San Francisco Bay, and approximately 2.7 miles north of the main terminal at the San Francisco International Airport. The Caltrain railway tracks are about 480 feet to the west. The Project site is located on a long, narrow block formed by San Mateo Avenue as the frontage, and Lowrie Avenue at the rear and which connects as a loop to San Mateo Avenue to the north and south. San Mateo Avenue is a two-lane street that connects the Lindenville area with downtown South San Francisco to the north, and the City of San Bruno to the south. Upon completion of the separate Southline development, the Project site will also be accessible to I-280 and SR-82 (El Camino Real) via South Linden Avenue to the south. Project Site The Project site is an approximately 30,249 square-foot (0.69-acre) parcel, Assessor’s Parcels #015-112-400 and 105-112-760. Site access is provided via a private drive from San Mateo Avenue, and egress is provided via the same private drive to Lowrie Avenue. The Project site is currently occupied by an existing office/lab building of approximately 27,000 square feet, with 30 parking spaces to the west and north of the existing building (see Figure 2). The prior tenant of the office/lab building was Vibrant America, a medical research laboratory, but the building has been vacated. The Project site fronts onto San Mateo Avenue, which is a two-lane road with one lane in each direction, and on- street parking on both sides. An approximately five-foot wide sidewalk is located at the edge of the street, with an approximately 12 to 18-foot landscaped setback between the sidewalk and the existing building. The landscape strip is grass with two small street trees. The Project site is generally flat with a slight grade to the east, from an elevation of approximately 13 feet mean sea level at Lowrie Avenue, gradually sloping down to approximately 10 feet msl at San Mateo Avenue. 43 Figure 1 Project Site Location / Lindenville Source: SSF, Lindenville Specific Plan, Figure 2.1-3 South San Francisco San BrunoSouth S a n F r a n c i s c o San B r u n o Residen�al Residen�al School Residen�al Residen�al Co m m e r c i a l Industrial Industrial/Commercial Industrial/ Commercial Industrial/Commercial San FranciscoInterna�onalAirport Future Commercial,Office &Residen�al Commercial Commercial San BrunoStaƟon South San FranciscoStaƟon San BrunoStaƟon South San FranciscoStaƟonRailroad Av e n u e Baden Ave n u e So u t h S p r u c e A v e n u e Sou t h L i n d e n A v e n u e East G r a n d A v e n u e U ta h Avenue North Access Road GatewayBoulevard S o u t h A i r p o r t B o u l e v a r d Mitchell Avenue El C a m i n o R e a l Sneath L a n e Hazelw o o d D r i v e Ponde r o s a R o a d Countr y C l u b D r i v e Rockw o o d D r i v e W est OrangeAvenue Railroad Av e n u e Baden Ave n u e So u t h S p r u c e Ave n u e Sou t h L i n d e n A v e n u e East G r a n d A v e n u e Uta h Avenue North Access Road S o u t h A i r p o r t B o u l e v a r d El C a m i n o R e a l Sneath L a n e Hazelw o o d D r i v e Ponde r o s a R o a d Countr y C l u b D r i v e Rockw o o d D r i v e San Bruno Creek NavigableSlough Colma Cre e k San Bruno Creek Colma Cre e k 82 82 380 101 101 Photo Date: Apr. 2022 0 200 1,200 1,600 2,400 Feet Project BoundaryCaltrainBARTCity Limit Aerial Source: Google Earth Pro, Aug. 10, 2023. AERIAL MAP AND SURROUNDING LAND USES FIGURE 2.1-3 Li n d e n v i l l e S p e c i c P l a n Ci t y o f S o u t h S a n F r a n c i s c o 5 Ad d e n d u m Se p t e m b e r 2 0 2 3 Project Site Lindenville Boundary 44 Figure 2 Project Site Source: BKF, ALTA Survey, May 29, 2024 AR E A E X H I B I T OF T H E L A N D S O F 13 4 1 S A N M A T E O A V E ALTA 2 2 45 Project Description 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 10 General Plan Designation The Project site and surrounding area has a General Plan land use designation of Mixed Industrial High. The Mixed Industrial designation identifies industrial lands suitable for a wide range of manufacturing, processing, general service, warehousing, storage and distribution, and service commercial uses. The Mixed Industrial High designation provides for higher-density industrial lands at floor-to-area ratios (FARs) of up to 2.0. Zoning The Project site and surrounding area has a corresponding zoning designation of Mixed Industrial High. The Mixed Industrial High (MIH) zone is one of the City’s non-residential zoning districts and specifically provides areas for a wide range of manufacturing, industrial, general service, warehousing, storage and distribution, and service commercial uses, and protects areas where such uses now exist. Pursuant to the SSF Zoning Ordinance (Code of Ordinances, Title 20, Table 20.100.002), and under the category of Warehousing, Storage and Distribution uses, personal storage (such as the Project) is identified as a Conditionally Permitted use within this zoning district. Proposed Project Description Buchanan Street Partners, LP (the Project applicant) proposes to redevelop the Project site to construct and operate a new three-story self-storage building. Details regarding the Project are as described below. Demolition and Site Work The first step in developing the Project involves demolition and clearing of the existing approximately 27,000 square-foot office/lab building that occupies the site. This existing building was constructed in 1966, and given the age of the building it is conceivable that potential asbestos-containing materials and/or lead-based paints may exist on-site.1 Appropriate asbestos and lead handling and disposal procedures will be implemented pursuant to the demolition process, as may be necessary. Demolished materials will be cleared and disposed of, including salvage and recycling of demolition waste pursuant to City ordinance. Once the site is clear, the next phase of construction will include minor grading and site preparation to establish a level base for the new building at a finish floor elevation of 13 feet across the site, and to accommodate footers for the slab-on-grade foundation. This site grading operation is expected to have a general balance of cut and fill across the site, with a small export of approximately 200 cubic yards of soil. A Phase I Environmental Site Assessment was prepared for the property in July 2020.2 According to that 2020 Phase I ESA, there is evidence of undocumented fill material that was used to raise the elevation of properties throughout the site vicinity above the tidal range. A more recent Phase I ESA (ENGEO 2024) included limited geotechnical explorations at the Project site, which found that undocumented fill is present within the upper 7 to 10 feet of the site. Given the unknown origin and quality of the fill materials, the 2024 Phase I ESA recommends that soil profiling be conducted to evaluate the classification for soil management, disposal criteria, and health and safety purposes prior to site development. 3 These soil management practices, which may involve the handling, transportation and disposal of hazardous materials, would be required to comply with applicable legal requirements and regulations. 1 ENGEO, Phase I ESA for 1341 San Mateo Avenue, August 6, 2024, page 2 2 ATC Group Services LLC, Phase I Environmental Site Assessment, 1341 San Mateo Avenue, July 14, 2020 3 ENGEO, Phase I ESA for 1341 San Mateo Avenue, August 6, 2024, page 1 46 Project Description 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 11 Construction Once the site work is compete, construction of the Project will begin. The Project’s new building is proposed as a Class A, Type II-B (commercial structure with non-combustible steel, metal or concrete block framing) construction. The building is proposed as a three-story, approximately 50-foot tall building with a 4-foot parapet wall at the roof. An elevator shaft housing will extend an additional 10 feet beyond the parapet roofline (see Figure 3). Each of the three floors will be approximately 20,670 square feet in area, for a total of 62,000 square feet of gross building space. The first floor will be nearly 20-feet tall, with a mezzanine level that covers approximately 6,890 square feet (one-third of the first-floor space) at a floor height of 9 feet- 4 inches above the first floor. The first floor will also include an approximately 400 square-foot lobby and an approximately 600 square foot office. Two staircases and an elevator provide access to the upper floors. The second and third floors will be approximately 15 feet-4 inches tall and will only include self-storage areas. Aside from the area under the mezzanine, the Project’s self-storage units are generally comprised of traditional storage areas accessible from the ground, with lockers above that are accessible via a ladder. The Project expects to provide approximately 620 individual self-storage units ranging from 5x10, 10x10, 10x15 and 10x20 feet in size, and approximately 500 5x5-foot lockers. Access, Parking and Loading Access to the Project site is provided via two access easements; one that covers a portion of the Project site near the curb cut at San Mateo Avenue, and one that covers a portion of the adjacent property at 1331 San Mateo Avenue towards the rear of the lot near Lowrie Avenue. These access easements provide for shared access across both the Project site and the adjacent property. The Project proposes to rely on these access easements to maintain a drive aisle along the southerly portion of the site (see Figure 4). The Project includes nine parking spaces, including one ADA-accessible space. Five parking spaces are accommodated fully within the Project site in front of the lobby and office, and four spaces partially rely on use of the site’s parking and access easement. As reported in a Parking and Loading Study prepared for the Project (see Appendix A), and based on its review of ITE data and parking counts obtained from other comparable self- storage facilities provided by the Project sponsor, the proposed on-site parking supply of eight standard spaces and one ADA space is expected to be sufficient to handle demand. Self-storage facilities are typically served by cars, pickup trucks and small box trucks (e.g. U-Haul or Penske rentals), while larger semi-trucks are rarely used. These smaller vehicles are typically able to fit within standard parking spaces and do not require specialized loading zones. The Project’s site plan contains nine parking spaces, including three spaces adjacent to striped areas that can provide more flexibility for box trucks as needed. Consequently, the Project’s site plan is expected to sufficiently accommodate a typical range of parking and loading activities. 4 Should on-site parking demand periodically exceed the proposed supply, the Project operator may manage potential imbalances through a shared overflow parking agreement with the neighboring parcel that shares the same driveway, by coordinating reservations for new move-ins, and/or by directing employees to park on- street.5 4 Fehr and Peers, 1341 San Mateo Parking and Loading Study, September 6, 2024, page 5 5 Ibid, page 6 47 Figure 3 Project Elevation Drawings Source: KSP Studio, Concept Elevations, 11/8/2024 48 Figure 4 Project Site Plan Source: KSP Studio, Conceptual Site Plan, 11/8/2024 1341 SAN MATEO AVENUESOUTH SAN FRANCISCO, CA 94080 SHEET 2 CONCEPTUAL SITE PLAN NORTH 09.09.24 0 16'8'32'4' scale: 3/32" = 1'-0"49 Project Description 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 14 Landscape The Project proposes approximately 1,500 square feet of open space along the property’s San Mateo Avenue frontage, and an additional 588 square-foot raised planter along the property’s Lowrie Avenue frontage. The landscape plan for the San Mateo Avenue frontage includes four street trees capable of reaching a height of 20 to 30 feet to help scale with the building, and of a species capable of surviving the cold winter winds. Five additional trees also adapted to the local climate are proposed to add color and summer shade along the streetscape and within the font portion of the parking area. Inward from the sidewalk will be a combination of cobblestone, planted groundcover and planter boxes containing plant species consistent with the San Mateo County C3 Manual for bioretention. The landscape plan for the Lowrie Avenue frontage includes three similar street trees and 3 accent trees, as well as groundcover and planter boxes containing plant species consistent with the San Mateo County C3 Manual for bioretention (see Figure 5). Stormwater Management The Project includes a Preliminary Stormwater Control Plan (SWCP) to provide for stormwater quality treatment prior to discharge into the City stormdrain system. The SWCP includes bioretention/flow-through planters to treat stormwater from the Project’s roof runoff, as well as a system of pervious pavement to treat runoff from the parking and drive-aisle area. For off-site areas along both the San Mateo Avenue and Lowrie Avenue frontages, the Project includes silva cells within the right-of-way to meet stormwater treatment requirements. The stormwater treatment areas provided by the Project meet and exceed the treatment area required by the City’s Stormwater Ordinance and NPDES c.3 provisions. Architecture The Project’s front façade along San Mateo Avenue (see Figure 6) includes clear glazing at the first floor office, and ground-face CMU block capped with metal trim along the storage portion of the first floor, separated by a 3- story “sapphire blue” metal panel. The second and third floors of the front façade will be surfaced with smooth plaster and faux window boxes above the office. The internal (south) elevation’s façade will be of similar materials, but also including a 3+ story fiber-cement “cedar vintage wood” panel accent wall, corrugated metal panels, and a metal trim at the top of the first floor. Utilities and Building Systems The Project’s Utility Plan relies on connections to existing utility and service systems that are all in-place within the surrounding street right-of-way. The Project will connect to an existing 12-inch water main within Lowrie Avenue for both domestic and fire flow water service. The Project’s wastewater system will connect to an existing sanitary sewer manhole within the San Mateo Avenue right-of-way. The Project’s stormdrain system will connect to existing storm drain drop inlets at both San Mateo Avenue and within the drive-aisle easement near Lowrie Avenue. The existing gas meter and service lateral will be removed, and a portion of existing overhead electrical power lines that extend onto the site will be removed. A new electrical transformer will be connected via a joint trench to be constructed within the San Mateo Avenue right-of-way to an existing joint power pole. The building will be fully fire sprinklered and will have emergency responder radio coverage (ERRC/BDA) fire alarm system on all floors. Emergency egress provisions will include battery backup Exit signs and emergency lighting throughout storage hallways and stairwells. The Project will be a Type II-B construction (commercial structure with non-combustible steel, metal or concrete block framing). . 50 Figure 5 Project Landscape Plan Source: KSP Studio, Conceptual Landscape Plan, 11/8/2024 1341 SAN MATEO AVENUESOUTH SAN FRANCISCO, CA 94080 SHEET 6 09.09.24 CONCEPTUAL LANDSCAPE PLAN 0 20'10'40'5' scale: 1" = 20'-0" NORTH 51 Figure 6 Project Rendering - Façade Treatment Source: KSP Studio, Conceptual View, 9/9/2024 52 Project Description 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 17 The Project’s lighting plan provides for installation of ten 42-watt (4,270 lumen) outdoor LED lights spread across the Project’s west, south and east facades, and two 19-watt (2,616 lumen) LED strip-lights at the building’s office entry. This lighting plan provides for average of 2.1 foot-candles of lighted area across each of the building’s façade, adequate for security and operational purposes. The light fixtures are all flat lensed, covered and full cut-off to meet energy compliance criteria and minimize glare and light spill onto adjacent properties Project Operations The Project will have two on-site staff present in the leasing office between the hours of 9 am to 6 pm Monday through Saturday, and 9 am to 5 pm on Sundays. Access hours to the storage units will be from 6 am to 10 pm with a personized PIN number that allows customer access into the building and to individual locks for each storage unit. The Project will have motion-activated LED lighting in the internal hallways, with on-site security cameras located throughout the site on the interior and exterior of the building that will provide 24/7 monitoring. Site managers will walk the property twice daily, and as part of their daily checklists are required to ensure the property is kept clean without any trash or on-site issues. Project Approvals Required The Project requires the following discretionary actions or approvals from the City of South San Francisco prior to implementation: •Conditional Use Permit pursuant to SSF Zoning Ordinance Section 20.100.002: Use Regulations – Nonresidential Zoning Districts, to permit self-storage use in the MIH Zone •Design Review approval for the Project as required pursuant to SSF Zoning Ordinance Section 20.480.002, which require Design Review for all projects that require a building permit, which involve construction, reconstruction, rehabilitation, alteration, or other improvements to the exterior of a structure or parking area The Project will also require approval of the following subsequent administrative permits from the City of SSF: •building, grading and other administratively approved construction-related permits •stormwater control measures consistent with MRP NPDES provisions 53 Project’s Consistency with General Plan and Zoning 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 18 Project’s Consistency with the General Plan and Zoning In 2022, the City of South San Francisco adopted the City of South San Francisco’s 2040 General Plan Update (SSF 2040 General Plan). The SSF 2040 General Plan presents South San Francisco’s vision for the next two decades and, “provides a roadmap for the City to implement policies and actions that create a resilient community, improve the quality of life of its residents, and expand economic development opportunities.” The following analysis has been conducted to determine whether the proposed Project is consistent with the land use and development assumptions and improvement strategies of the SSF 2040 General Plan, and applicable zoning provisions and development standards of Title 20 of South San Francisco Municipal Code (SSFMC), as updated commensurate with the SSF 2040 General Plan. To be considered eligible for CEQA exemptions and streamlining pursuant to CEQA Guidelines Section 15332 and/or Section 15183, the Project must be consistent with the development density established by existing zoning and the General Plan’s density- related policies for which the SSF 2040 General Plan EIR was certified. The following analysis also provides a consistency evaluation of the Project against the applicable federal FAA regulations and policies of the City/County Association of Governments of San Mateo County (C/CAG) Comprehensive Airport Land Use Plan for the Environment of the San Francisco International Airport. Consistency with SSF 2040 General Plan Update The Project site and surrounding area has a General Plan land use designation of Mixed Industrial High (see Figure 7). FAR: The Mixed Industrial designation identifies industrial lands suitable for a wide range of manufacturing, processing, general service, warehousing, storage and distribution, and service commercial uses. The Mixed Industrial High designation provides for higher-density industrial lands at floor-to area ratios (FAR) of up to 2.0. Consistency: The Project is a personal storage use, consistent with the type of industrial uses anticipated under the Mixed Industrial High land use designation. The Project is proposed at an FAR of just under 2.0, as calculated below: •Gross building floor area (incl. mezzanine): ................. 68,893 SF •Less deductible floor area for certain uses: ................ - 2,111 SF 6 •Less mezzanine floor area: ....................................... - 6,889 SF 7 •Net floor are for calculating FAR: ................................. 59,893 SF •Site area: ....................................................................... 30,249 SF •Floor Area/Site area (FAR): .................................................... 1.98 6 According to the SSF Planning Code section 20.040.008: Determining Floor Area, the floor area does not include those mechanical, electrical, and communication equipment rooms that do not exceed two percent of the building’s gross floor area. 7 According to the SSF Planning Code section 20.621.010: Definitions, a mezzanine is defined as an intermediate floor within a building interior without complete enclosing interior walls or partitions that is not separated from the floor or level below by a wall, and has a floor area that is no greater than one third of the total floor area of the floor below. A mezzanine with a floor area that exceeds one third of the total floor area of the floor or level below constitutes a story. The Project’s mezzanine (at 6,889 square feet) is equal to, but does not exceed one-third of the total floor area of the floor below, and thus does not constitutes a story for purposes of calculating FAR. 54 Figure 7SSF General Plan Land Use Designations Source: SSF Lindenville Specific Plan, GeneralPlan Designations, Figure 2.1-4, September 2023 Source: City of South San Francisco, Lindenville Specic Plan, June 30, 2023. Nav i g a b l e S l o u g h San Bruno Creek Colma C r e e k South San Francisco Station San Bruno Station §¨¦380 ¬«82 £¤101 City of San Bruno Grand Ave Lin d e n A v e AirportBlvd Map l e A v e Spr u c e Ave Myrtle Ave Fra nciscoDr Mayfair Ave Mitchell Ave Pro d u ce Ave SSpruce Ave Railroad Ave El C a m i n o R e a l Utah Ave Fir A v e S M a g n o l i a A v e Do l l a r A v e Commercia l A v e Victory Av e S A i r p o r t B l v d GatewayBlvd Tanforan A v e Be a c o n S t Sta r l i t e S t S L i n d e n A v e H untin gto n A v e SMaple Ave N Canal St San M a t e o A v e Lo w r i e A v e Sh a w R d Southline Lorem ipsum LAND USESLow Density Residen�al (LDR) Medium Density Residen�al (MDR) Medium High Density Residen�al (MHDR) High Density Residen�al (HDR) Downtown Residen�al Core (DRC) Urban Residen�al (UR) Low Density Mixed Use (LDMU) Grand Avenue Core (GAC) Medium Density Mixed Use (MDMU) High Density Mixed Use (HDMU) East of 101 Mixed Use (EMU) Downtown Transit Core (DTC) East of 101 Transit Core (ETC) Business and Professional Office (BPO) Business Technology Park High (BTPH) Community Commercial (CC) Mixed Industrial (MI) Mixed Industrial High (MIH) Industrial Transi�on Zone (ITZ) Public (P) Transporta�on (T) School (S) Planned Development (PD) Parks and Recrea�on (PR) Open Space (OS) 0 .1 .15 .20.05 .25Miles0 .1 .15 .20.05 .250 .1 .15 .20.05 .25MilesMiles Lindenville Area Boundary City of South San Francisco Southline Specic Plan Area Highway Caltrain BART LEGEND EXISTING GENERAL PLAN LAND USE DESIGNATIONS WITHIN LINDENVILLE FIGURE 2.1-4 Lindenville Specic Plan City of South San Francisco 6 Addendum September 2023 Project Site 55 Project’s Consistency with General Plan and Zoning 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 20 As a self-storage use with a proposed FAR of just less than 2.0, the Project is consistent with this General Plan Land Use designation. The General Plan goal for the Lindenville Sub-Area (Goal LU-6) is to, “provide opportunities for industrial uses to thrive in Lindenville”, with the intent to, “preserve industrial uses in South San Francisco and ensure they do not create negative environmental impacts.” General Plan policies relevant to the Mixed Industrial High land use designation at the Project site include the following: 8 Policy LU-6.1: Prohibit the introduction of new residential, commercial, and other non-residential uses in areas designated as Mixed Industrial High to preserve land for industrial uses. Policy LU-6.2: Prohibit additional encroachment of incompatible uses into industrial areas in Lindenville and East of 101, except where residential growth is planned. Consistency: The Project would establish a personal storage use at the property. Under the City code, personal storage uses are defined as a type of Warehousing, Storage, and Distribution use, which is an industrial use classification. Therefore, the Project would establish an industrial use at the property, preserving land for industrial uses. Because the Project would not introduce a new residential, commercial or other non-residential use, the Project would not contribute to encroachment of incompatible uses into industrial areas within the Lindenville area. Policy LU-6.3: Encourage the redevelopment of existing older or marginal industrial areas with new, Mixed Industrial High areas. Facilitate creative and innovative building and space design to support emerging industrial uses. Consistency: The Project involves redevelopment of an existing site that contains an older, outdated office building, and providing for a new, more commercially viable use. Action LU-6.5.1: Establish flexible development standards (including FAR) that allow industrial uses to make building improvements and change with market conditions. Consistency: The Project takes advantage of the higher intensity development standards of the Mixed Industrial High designation, with a new building at an FAR of 2.0, consistent with this policy. Policy LU-6.6: Encourage development of non-polluting industries that are not major sources of air, water, or noise pollution. Consistency: The Project’s proposed use as personal storage is a non-polluting use and the Project will not be a major source of air, water or noise pollution. Policy LU-8.9: Ensure all new developments, public infrastructure and facilities, and transit infrastructure meet ADA accessibility standards. Consistency: The Project will comply with all applicable ADA accessibility standards. The Project is also consistent with the following policies found in Chapter 6 of the General Plan, titled “Sub- Areas”: Policy SA-25.1: Minimize land use compatibility conflicts that discourage attraction and retention of production, distribution, and service and repair businesses in areas zoned for industrial use. Consistency: The Project’s personal storage use will not create compatibility conflicts that discourage attraction and retention of production, distribution, and service and repair businesses. A personal storage use at the property will not lead to significant impacts on local traffic or result in the release of 8 City of South San Francisco, SSF 2040 General Plan, accessed at: https://shapessf.com/land_use_and_community_design/ 56 Project’s Consistency with General Plan and Zoning 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 21 pollutants or other noxious materials which would affect production, distribution, and service and repair businesses in the vicinity. The Project will also have a minimal impact on traffic circulation and would not adversely affect production, distribution, and service and repair businesses near the property. The transportation study prepared for the Project (see Appendix B) determined that the Project as proposed will generate fewer than 110 trips daily and would not pose site access or create circulation conflicts. Policy SA-25.5: Within the Mixed Industrial High area, ensure that a full range of industrial uses continues to be permitted as conforming uses, and limit non-industrial uses. Consistency: The Project proposes establishment of a self-storage use at the Property that will complement other nearby industrial uses. The property is near other non-personal storage industrial uses, including two construction and material yards, various general industrial uses, and various wholesaling, distribution and logistics uses. Accordingly, the Project is consistent with the land use assumptions and policies of the SSF 2040 General Plan, as analyzed in the SSF 2040 General Plan EIR. Consistency with Lindenville Specific Plan Following the City’s approval of the SSF 2040 General Plan Update, the City of South San Francisco adopted the Lindenville Specific Plan in 2023. Aside from the legacy industrial areas of Lindenville (those areas with a General Plan designation of Mixed Industrial, such as the Project site), the SSF 2040 General Plan envisions significant change in Lindenville by introducing residential, mixed use and high-density employment land uses elsewhere within this Sub-Area. The Lindenville Specific Plan provided for the following primary changes to the SSF 2040 General Plan Update: • reduced development intensity along Colma Creek by reducing the maximum mixed-use density allowed at South Linden Avenue and changing the allowed use east of the Caltrain railroad from high-density mixed-use to industrial use • increased the maximum mixed-use density allowed along South Spruce Avenue, and removed industrial as an allowed use • removed industrial as an allowed use and allowed commercial use on the north side of Victory Avenue, and reduced maximum industrial density and removed residential as an allowed use on the south side of Victory Avenue • reduced the high density mixed-use area and expanded office use west of South Maple Avenue • increased mixed-use density on South Linden Avenue north of North Canal Street, and • designated slivers of open space between South Maple Avenue and South Linden Avenue The Specific Plan did not change or alter the Mixed-Industrial High land use designation of the Project site or anywhere else along San Mateo Boulevard. The Lindenville Specific Plan establishes four distinct “Character Areas”; the Mixed Use Neighborhood, the South Spruce Avenue Corridor, the South Linden Avenue Arts and Makers District, and the Employment Area (see Figure 8). The Lindenville Specific Plan is now the subsequent guiding document to help realize the vision of the SSF 2040 General Plan for the portion of the Lindenville area designated as mixed-use neighborhoods and cultural centers. 57 Figure 8SSF Lindenville Specific Plan Character Areas Source: SSF, Lindenville Specific Plan, Figure 2.2-2 Nav i g a b l e S l o u g h San Brun o Creek Colma C r e e k South San Francisco Station San Bruno Station §¨¦380 ¬«82 £¤101 City of San Bruno Grand Ave Lin d e n A v e AirportBlvd Map l e A v e Sp r u c e Ave Myrtle Ave Fra nciscoDr Mayfair Av e Mitchell Ave Pr o d u ce Ave SSpruce Ave Railroad Ave El C a m i n o R e a l Utah Ave Fir A v e S M a g n o l i a A v e Do l l a r A v e Commercial A v e Victory Av e S A i r p o r t B l v d GatewayBlvd Tanforan A v e Be a c o n S t Sta r l i t e S t S L i n d e n A v e H u ntin gto n A ve SMaple Ave N Canal St Sa n M a t e o A v e Lo w r i e A v e Sh a w R d Southline Source: City of South San Francisco, Lindenville Specic Plan, June 30, 2023 (revised August 30, 2023). Lindenville Area Boundary City of South San Francisco Southline Specic Plan Highway Caltrain BART Proposed Streets Proposed Laneways/Alleys South Linden Arts and Makers District South Spruce Avenue Corridor Mixed Use Neighborhood Eployment Area LEGEND CHARACTER AREAS 0 .1 .15 .2.05 .25Miles SPECIFIC PLAN CHARACTER AREAS FIGURE 2.2-2 Lindenville Specic Plan City of South San Francisco 11 Addendum September 2023 Project Site 58 Project’s Consistency with General Plan and Zoning 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 23 For the Mixed Use Neighborhood, the South Spruce Avenue Corridor, the South Linden Avenue Arts and Makers District, the Lindenville Specific Plan includes standards and policies intended to guide the “look and feel” of each of these places, specifying the attributes that make each of these places distinct and unique. Guidance for the areas covers land uses, mobility, open space and blue-green infrastructure, and urban design, as these are some of the building blocks for a complete neighborhood. Building design standards aim to create character, distinction and visual interest, with materials and craft intended to maintain a strong link to Lindenville’s industrial past. The Project site is not located within the Mixed Use Neighborhood, the South Spruce Avenue Corridor or the South Linden Avenue Arts and Makers District, and thee policies and standards do not apply to the Project. The Project site is located within Employment Area of the Lindenville Specific Plan. Within this area, the Specific Plan continues to provide for locally and regionally important industrial uses and jobs while also encouraging the adaptation of existing older industrial areas into new and modern industrial spaces, “crafting a second- generation Lindenville, The Industrial City 2.0”.9 Lindenville retains the logistics, manufacturing, and warehousing uses it is known for, but the policies and standards of the Specific Plan allow for more flexibility that can support emerging industrial and creative uses”. 10 The Project’s consistency with applicable Lindenville Specific Plan goals and land use designations is addressed below: Mixed Industrial High (MIH) Land Use Designation: The MIH district supports a wide range of manufacturing, processing, general service, warehousing, storage and distribution, and service commercial uses Consistency: The Project’s self-storage use is a non-residential, storage and distribution-type of industrial use, consistent with this land use designation. GOAL LU-3: The City supports businesses through City programs and the retention of a core area of light industrial and service uses that provide jobs for South San Francisco residents. Consistency: The Project is located within the core area of Lindenville’s light industrial and service uses, and as a self-storage use is consistent with these surrounding industrial and service land uses. Policy LU-3.5: Retain industrial uses: Within the Mixed Industrial High area, ensure that a full range of industrial uses continues to be permitted as conforming use, and limit non-industrial uses. Consistency: The Project’s self-storage use does conform to the full range of industrial uses permitted in this area, and is an industrial use. Policy DD-3.4: Design new development to support a healthy and biodiverse environment through landscape and planting design, reduction in impervious coverage, green roofs and other site and building design strategies. Support design strategies at grade, on the podium and on the roof. Consistency: The Project is designed to support a healthy and biodiverse environment. The Project proposes approximately 1,500 square feet of open space along the Property’s San Mateo Avenue frontage, and an additional 588 square foot raised planter along the Property’s Lowrie Avenue frontage CEQA review for the Lindenville Specific Plan was conducted pursuant to an Addendum to the certified SSF 2040 General Plan EIR, specifically to address the Lindenville Specific Plan’s proposed refinements to SSF 2040 General Plan. That Addendum evaluated the proposed refinements to development as analyzed in the 2040 General Plan EIR and found that no major revisions to the certified 2040 General Plan EIR were required. No new significant 9 South San Francisco, Lindenville Specific Plan, September 2023 10 Ibid, page - 59 Project’s Consistency with General Plan and Zoning 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 24 impacts or substantial increases in the severity of significant impacts previously identified in the 2040 General Plan EIR were identified. Accordingly, the Project is consistent with the land use assumptions and policies of the Lindenville Specific Plan, as analyzed in the Addendum to the SSF 2040 General Plan EIR. Consistency with SSF Zoning Ordinance Standards The Project site and surrounding area has a corresponding zoning designation of Mixed Industrial High (see Figure 9). The Mixed Industrial High (MIH) zone is one of the City’s non-residential zoning districts, and specifically provides areas for a wide range of manufacturing, industrial, general service, warehousing, storage and distribution, and service commercial uses, and protects areas where such uses now exist. The Project’s consistency with applicable zoning standards is addressed below Permitted and Conditionally Permitted Uses: Pursuant to the Zoning Ordinance Table 20.100.002, and under the Industrial category of Warehousing, Storage and Distribution uses, personal storage is identified as a Conditionally permitted use within this zoning district. Consistency: As a personal storage use, the Project is a conditionally permitted use within the MIH zoning district and requires approval of a Conditional Use Permit (CUP). With approval of that CUP, the Project’s proposed use is consistent with land uses allowed within this zoning district. Development Standards: Zoning Ordinance Table 20.100.003: Development Standards – Nonresidential Zoning Districts, establishes development standards for all non-residential zoning districts. Consistency: The Project’s consistency with the Zoning Ordinance’s applicable non-residential development standards is as indicated in Table 1, below. Table 1: Project Consistency with Zoning Ordinance Standards (Mixed Industrial-High) Zoning Standard Project Consistency Min. Lot Area 10,000 sf 30,249 sf Consistent Min. Lot Width 50 ft 107 ft at Lowrie, 177 ft at San Mateo Consistent Maximum Floor Area Ratio (FAR) 0.4 to 2.0 1.98 1 Consistent Maximum Main Building Height 65 ft Consistent Minimum Front Setback 20 ft Consistent Minimum Interior Side Setback 0 ft 50 ft, 4 in at top of roof, plus 4-ft parapet wall 20 ft 2 ft Consistent Minimum Landscaping none Consistent Notes: 1. See calculation of FAR as provided under the prior section of Consistency with SSF 2040 General Plan Update for the Mixed Industrial High land use classification. Source: SSF Zoning Ordinance, Table 20.100.003: Development Standards – Nonresidential Zoning Districts 60 Figure 9SSF Zoning Diagram Source: SSF Lindenville Specific Plan, as incorporated into Zoning Search, acessed at: https://zoning.ssf.net Navi g a b l e S l o u g h San Bruno Creek Colma C r e e k South San Francisco Station San Bruno Station §¨¦380 ¬«82 £¤101 City of San Bruno Grand Ave Lin d e n A v e AirportBlvd Map l e A v e Spr u c e Ave Myrtle Av e Fra nciscoDr Mayfair Av e Mitchell Ave Pro d uc e Ave SSpruce Ave Railroad Ave El C a m i n o R e a l Utah Ave Fir A v e S M a g n o l i a A v e Do l l a r A v e Commercia l A v e Victory Av e S A i r p o r t B l v d GatewayBlvd Tanforan A v e Be a c o n S t Sta r l i t e S t S L i n d e n A v e H u ntin gto n A v e SMaple Ave N Canal St Sa n M a t e o A v e Lo w r i e A v e Sh a w R d Southline Source: City of South San Francisco, Lindenville Specic Plan, June 30, 2023 (revised August 30, 2023). Lindenville Area Boundary City of South San Francisco LEGEND Southline Specic Plan Area Highway Caltrain BART Proposed Streets Proposed Laneways/Alleys LAND USE ZONING DISTRICTSResiden�al High T3 Neighborhood T3 Makers Lindenville T4 Lindenville T5 Lindenville Public Parks Open Space Transporta�on Mixed Industrial Medium Mixed Industrial High Business and Professional Office Business Technology Park High Height Incen�ve Overlay Colma Creek Greenway Overlay Arts & Makers Overlay Ac�ve Ground Floor Use Overlay 0 .1 .15 .20.05 .25 Miles 0 .1 .15 .20.05 .250 .1 .15 .20.05 .25 MilesMiles PROPOSED LAND USE ZONING DISTRICTS WITHIN SPECIFIC PLAN AREA FIGURE 2.2-4 Lindenville Specic Plan City of South San Francisco 17 Addendum September 2023 Project Site 61 Project’s Consistency with General Plan and Zoning 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 26 As indicated above, the Project is consistent with all development standards of the SSF Zoning Ordinance applicable to the Mixed Industrial-High zoning district. Consistency with Zoning Ordinance Standards for Personal Storage Use 11 The Zoning Ordinance, Section 20.350.034, provides specific standards uniquely applicable to the manner by which personal storage facilities shall be located, developed and operated. The Project’s consistency with those standards related to location and development is as follows: Business Activity: All personal storage facilities shall be limited to storage only. No retail, repair, or other commercial use shall be conducted out of the individual rental storage units. No activities other than rental of storage units and pick-up and deposit of storage shall be allowed on the premises. Consistency: The proposed Project does not include any use other than personal storage. No retail, repair or other commercial use is proposed or intended. Circulation: Driveway aisles shall be a minimum of 20 feet wide. Consistency: The Project proposes to rely on two access easements for on-site circulation; one that covers a portion of the Project site near the curb cut at San Mateo Avenue, and one that covers a portion of the adjacent property at 1331 San Mateo Avenue towards the rear of the lot near Lowrie Avenue. These access easements provide for shared access across both the Project site and the adjacent property. The narrowest portion of these combined access easements is approximately 24 feet, consistent with (i.e., greater than) this standard. Screening: Where exterior wall are required or proposed, they shall be constructed of decorative block, concrete panel, stucco, or similar material. The walls shall include architectural relief through variations in height, the use of architectural “caps,” attractive posts, or similar measures. A gate(s) shall be decorative iron or similar material. Chain link or wood is not appropriate. Consistency: As shown on prior Figure 6, the Project’s front façade along San Mateo Avenue includes clear glazing at the first floor office, ground-face CMU block capped with metal trim, metal panels and smooth plaster. The internal elevation’s façade will be of similar materials, but also including a fiber- cement accent wall, corrugated metal panels, and a metal trim. The Project’s architecture provides variations in height, the use of architectural cap trim, and varied use of materials. Fencing: A six-foot-high security fence shall be provided around the perimeter of the development at locations where the solid façades of the storage structures do not provide a perimeter barrier. Consistency: As indicated in the Project’s Site Plan (prior Figure 4) the Project’s storage structure provides a secure perimeter barrier for the site along the east, north and west facades. The Project’s site’s southerly perimeter includes a shared parking and access easement with the adjacent property and it is not possible to secure this easement with a fence or barrier. Open Storage: Open storage, outside an enclosed building, shall be limited to vehicles and trailers and screened from public view by building façades or solid fences. Consistency: The proposed Project does not include any provisions for outdoor storage, and does not intend to provide storage for automobiles, trailers or similar large vehicles or objects. 11 In May of 2024 the SSF City Council made amendments to the Zoning Ordinance, including removal of prior provision C, which established an FAR limit of 0.5 for self-storage uses. This FAR standard no longer applies to self-storage use. 62 Project’s Consistency with General Plan and Zoning 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 27 Outdoor Lighting: All outdoor lights shall be shielded to direct light and glare only onto the personal storage premises and may be of sufficient intensity to discourage vandalism and theft. Said lighting and glare shall be deflected, shaded, and focused away from all adjoining property. Consistency: The Project’s lighting plan provides for installation of outdoor LED lights spread across the Project’s west, south and east facades that provide for an average of 2.1 foot-candles of lighted area across each of the building’s façades, adequate for security and operational purposes. The light fixtures are all flat lensed, covered and full cut-off to meet energy compliance criteria and minimize glare and light spill onto adjacent properties. Signs: Outdoor advertising displays besides those for the personal storage facility itself shall not be permitted on the premises. Consistency: The Project does not include any proposed outdoor advertising displays other than those for the personal storage facility itself. Fire Protection: One hour rated construction fire walls shall be provided to separate every 3,000 square feet within any personal storage structure. Consistency: The Project is proposed as a Type II-B construction (commercial structure with non- combustible steel, metal or concrete block framing), and will be fully fire sprinklered on all floors. The Project applicant is requesting an exemption from this requirement because it is not practical within this proposed building. It does not appear that this requirement was intended to apply to the type of facility proposed by the Project. The Project includes fire sprinklers and provides a superior level of fire protection. Portable Storage Buildings: Movable storage buildings shall be allowed if they are constructed to appear as conventional storage buildings and adhere to all applicable Building and Fire Codes. Consistency: The proposed Project is a permanent structure and does not include any movable storage buildings or accessory structures. As indicated above, the Project is fully consistent with all development standards specific to self-storage use, per the Zoning Ordinance, Section 20.350.034. Parking Chapter 20.330 of the Zoning Ordinance establishes parking requirements for land uses within the city. In lieu of establishing prescriptive requirements, the City requires a parking study to verify proposed supply for many uses, including self-storage use. These provisions of the Zoning Ordinance require that a parking study evaluate parking demand compared to proposed parking supply based on the project’s characteristics, consider the availability of on-street parking supply, and recommend parking management practices if supply exceeds demand. Consistency: A Parking Study for the Project has been prepared. 12 According to that Parking Study, and based on a review of ITE data and parking counts obtained from other comparable self-storage facilities provided by the Project sponsor, the proposed on-site parking supply of eight standard spaces and one ADA space (9 total parking spaces) is expected to be sufficient to handle demand. Self-storage facilities are typically served by cars, pickup trucks and small box trucks (e.g. U-Haul or Penske rentals), while larger semi-trucks are rarely used. These smaller vehicles are typically able to fit within standard parking spaces and do not require specialized loading zones. The Project’s site plan contains nine parking spaces, 12 Fehr and Peers, 1341 San Mateo Parking and Loading Study, September 6, 2024, page 5 63 Project’s Consistency with General Plan and Zoning 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 28 including three spaces adjacent to striped areas that can provide more flexibility for box trucks as needed. Consequently, the Project’s site plan is expected to sufficiently accommodate a typical range of parking and loading activities. If on-site parking demand periodically exceeds proposed parking supply, the Parking Study recommends that the Project sponsor manage potential parking imbalance via a shared overflow parking agreement with the neighboring parcel that shares the same driveway, coordinating reservations for new move ins, and/or directing employees to park on-street. Consistency with SFO Airport and Land Use Consistency Plan The Project site is within the San Francisco (SFO) Airport Influence Area (AIA) and as such, the compatibility criteria contained within the ALUCP are applicable to the Project. As indicated below, the Project is consistent with the land use safety, noise and airspace protection criteria of the ALUCP. The Project would not conflict with plans and policies intended to protect and promote airport operations safety and/or airspace protection. Land Use Safety: The ALUCP defines five safety zones within its AIA, and land use compatibility standards are established to restrict development of certain types of land uses that could pose particular hazards to the public or to vulnerable populations in case of an aircraft accident. Consistency: The Project site is outside the boundaries of all ALUCP Safety Compatibility Zones, and AUCP policies regarding these safety zones do not apply.13 Noise: The ALUCP establishes boundaries within which noise compatibility policies apply. These boundaries depict “noise impact areas” or noise compatibility zones, defined by noise contours at the 65 dB CNEL, 70 dB CNEL, and 75 dB CNEL contours. Noise compatibility policies apply to each noise impact area or contour. Consistency: The Project site is located at the 65 dB CNEL noise contour line. Industrial, production, manufacturing and related uses (such as the Project) are considered compatible without restrictions within this noise impact areas.14 The ALUCP noise exposure criteria do not restrict the Project and the Project is consistent with the ALUCP noise criteria. Airspace Protection The ALUCP includes plans and policies related to airspace protection. The criteria used in establishing these policies is based on the Code of Federal Regulations (CFR) 14, Safe, Efficient Use and Preservation of the Navigable Airspace (Part 77), which governs the FAA’s review of proposed construction exceeding certain height limits, defines airspace obstruction criteria, and provides for FAA aeronautical studies of proposed construction. Pursuant to these federal regulations, the important FAA criteria as specifically pertaining to the Project site include the following: Notice of Proposed Construction or Alteration: Pursuant to FAA Part 77 Subpart B, any new or altered structure that is within 20,000 feet of the nearest runway and with a height exceeding a 100:1 slope rising from the nearest runway is required to prepare an FAA Form 7460-1, Notice of Proposed Construction or Alteration, and submit the notice to the FAA. According to maps prepared for the ALUCP, the Project site is located where this 100:1 slope is at 80 feet above mean sea level (MSL).15 13 San Mateo C/CAG, Comprehensive Airport Land Use Plan for the Environs of San Francisco International Airport, Exhibit IV-7: Safety Compatibility Zones, November 2012 14 Ibid, Exhibit IV-6: Noise Compatibility Zones 15 Ibid, Exhibit IV-11: FAA Notification Form 7460-1 Filing Requirements 64 Project’s Consistency with General Plan and Zoning 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 29 Consistency: The Project site is at surface elevation of 13 feet above MSL, and the tallest portion of the Project is at elevation of approximately 64 feet above ground surface (or 77 feet above MSL). This building height is below the 100:1 slope and does not require notice to the FAA. Potential Obstructions to Air Navigation: Part 77 Subpart C establishes obstruction standards for the airspace around airports including approach zones, conical zones, transitional zones, and horizontal zones known as “imaginary surfaces.” These imaginary surfaces rise from the primary surface (ground level at the SFO runways), and gradually rise along the approach slopes and sides of the runways. The FAA considers any objects that penetrate these imaginary surfaces as potential obstructions to air navigation. As indicated on maps in the ALUCP, the FAA Part 77 airport imaginary surface that defines potential obstructions to air navigation is established at a horizontal surface of 163.2 feet above MSL at the Project site.16 Consistency: The Project’s tallest height is at 77 feet above MSL, well below the height where buildings are subject to an aeronautical study to determine that the building is not a hazard to air navigation. Critical Aeronautical Surface: The ALUCP also includes mapping that illustrates the critical aeronautical surfaces that protect the airspace required for multiple types of flight procedures (such as those typically factored into FAA aeronautical studies). These critical aeronautical surfaces depict the lowest elevations from all FAA- required obstacle clearance criteria to ensure safe separation of aircraft. Any proposed structures penetrating these critical surfaces are likely to receive a Determinations of Hazard from the FAA, and these surfaces indicate the maximum height at which structures can be considered compatible with Airport operations. Consistency: According to maps included in the ALUCP, the critical aeronautical surface within the Project site is between 125 and 150 feet above MSL.17 The Project’s tallest building height is at 77 feet above MSL, below the height where buildings may not ensure safe separation of aircraft. Based on the above, the Project appears fully consistent with federal FAA regulations and the policies and requirements of the Comprehensive Airport Land Use Compatibility Plan for the Environs of San Francisco International Airport (ALUCP). Conclusions The consistency analysis presented above demonstrates that the Project is consistent with the SSF 2040 General Plan Update’s land use designation for the site, and the Project’s proposed development intensity is consistent with the General Plan’s permissible FAR. Similarly, the Project is consistent with applicable Mixed Industrial High (MIH) zoning regulations that apply to the site, as well as Zoning Ordinance standards that are specifically applicable to self-storage use. Furthermore, the Project is consistent with the federal FAA regulations and the policies and requirements of the ALUCP for the Environs of San Francisco International Airport. As such, the Project satisfies the criteria of CEQA Guidelines Section 15332 and Section 15183 as a project consistent with the development density established by General Plan policies and zoning, for which an EIR (the SSF 2040 General Plan EIR) was certified. 16 Ibid, Exhibit IV-14: 14 CFR Part 77 Airport Imaginary Surfaces 17 Ibid, Exhibit Iv-17: Critical Aeronautical Surfaces -- Northwest Side 65 Qualifications for an Infill Development Exemption 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 30 Qualifications for an Infill Development Exemption Would the Project: Yes No Applicable GP EIR Measures / Regulatory Reqmts Level of Significance a) Is the project is consistent with the applicable general plan designation and all applicable general plan policies, as well as with applicable zoning designation and regulations? ☐ - - b) Does the proposed development occur within city limits, on a project site of no more than five acres, substantially surrounded by urban uses? ☐ - - c) Does the project site have any value as habitat for endangered, rare or threatened species? ☐ - LTS d) Would Project approval result in any significant effects relating to transportation? ☐ - LTS e) Would Project approval result in any significant effects relating to noise? ☐ Construction Hours and Noise Limits (SSFMC Section 8.32.050) HVAC Mechanical Equipment Shielding (SSFMC Section 8.32.030) LTS f) Would Project approval result in any significant effects relating to air quality? ☐ Basic Construction Mitigation Measures (GP EIR MM AIR-1a) LTS g) Would Project approval result in any significant effects relating to water quality? ☐ BMPs for New Development and Redevelopment (SSFMC Section 14.04.180) Stormwater Treatment Requirements (SSFMC Section 14.04.131) Site Design and Stormwater Treatment Requirements for Regulated Projects (SSFMC Section 14.04.133) Low Impact Development (LID) Requirements (SSFMC Section 14.04.134) LTS h) Can the site be adequately served by all utilities and public services? ☐ - LTS a): General Plan and Zoning Consistency As demonstrated in the prior chapter of this CEQA Exemption document, the Project’s proposed land uses are consistent with the intent of the SSF General Plan’s applicable Mixed Industrial High land use designation, and the General Plan’s desired mix of industrial land use types. The Project has a development intensity that is just under the maximum 2.0 FAR as applicable to properties with the Mixed Industrial High land use classification. The Project is consistent with the SSF 2040 General Plan as analyzed in the 2022 SSF General Plan EIR. The personal storage land use type proposed by the Project is a permitted use with approval of a Conditional Use permit (CUP) within the Mixed Industrial High (MIH) zoning district, as applicable to the Project site. The Project is fully consistent with regulations and development standards of the MIH zone, including development 66 Qualifications for an Infill Development Exemption 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 31 standards pertaining to lot area and width, building height, building setbacks and maximum FAR. The Project is consistent with applicable MIH zoning standards that apply to the site. As such, the Project is consistent with the applicable General Plan designation and all applicable General Plan policies, as well as with applicable zoning designation and regulations. The Project qualifies under criteria a) as an Infill Development pursuant to CEQA Guidelines Section 15332. b): Site Location Criteria The Project would occur within the Lindenville Sub-Area of the City of South San Francisco. The Project involves one property with 2 Assessor’s Parcels comprising an area of just over 31,787 square feet (or approximately 0.75 acres), which is less than the 5-acre maximum site area to qualify for an Urban Infill Exemption. The Project site is surrounded by other urban industrial land uses. The immediately surrounding properties include the Westside Concrete Materials plant, automotive repair shops, and produce sales associated with the nearby Produce Terminal, other self-storage uses, and other surrounding urban industrial uses. The Project site is approximately 0.65 miles due east of US Highway 101 in a fully urbanized and developed portion of the City of South San Francisco. Accordingly, the Project would occur within city limits, on a project site of no more than five acres, and on a site that is substantially surrounded by urban uses. The Project qualifies under criteria b) as an Infill Development pursuant to CEQA Guidelines Section 15332. c): Habitat for Endangered, Rare or Threatened Species The SSF 2040 General Plan EIR describes existing biological resources within the City, including special-status plant and wildlife species, sensitive habitats, regulated waterways and wetlands, mature native trees, and wildlife movement corridors. That prior program EIR concludes that a majority of the City is highly urbanized and developed residential or commercial/industrial areas, with little native habitat remaining except in open space and parklands. The SSF 2040 General Plan EIR does identify areas of existing habitat types and environmentally protected areas within and adjacent to the City.18 These habitat areas include wetlands, grass and scrublands, mudflats, and tree stands. These habitat areas are generally along the City’s shoreline, along creeks and sloughs, and in the hillside areas near and within Sign Hill Park and San Bruno Mountain State Park. Additionally, the South San Francisco Zoning Ordinance provides for a Special Environmentally Sensitive (ES) Overlay District to protect areas of high biological value, such as Sign Hill Park, San Bruno Mountain State Park, and the saltmarshes along San Francisco Bay. The Project site is not located in any of the areas identified in the SSF GP EIR as providing sensitive habitat types. The Project site is not located within or near Sign Hill Park, San Bruno Mountain State Park, or the saltmarshes along San Francisco Bay. The Project site is approximately 1,700 feet south of the nearest reach of the channelized San Bruno Canal, and approximately 1-mile due east of the San Bruno Channel of the San Francisco Bay. The Project site is a developed urban site with no vegetation other than a few ornamental trees and lawn, and surrounded by other similarly developed urban industrial uses. The Project site does not provide habitat for endangered, rare or threatened species. The Project qualifies under criteria c) as an Infill Development pursuant to CEQA Guidelines Section 15332. 18 SSF 2040 GP EIR, Exhibit 3.3-1 67 Qualifications for an Infill Development Exemption 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 32 d) Transportation Information presented in the following section of this CEQA document is derived from the following primary source: • Fehr & Peers, 1341 San Mateo Transportation Study, September 6, 2024, attached as Appendix B. Consistent with CEQA Guidelines Section 15064.3, the City of South San Francisco has adopted vehicle miles traveled (VMT) as the thresholds of significance for transportation analysis under CEQA. Absent substantial evidence to the contrary, CEQA Guidelines and City CEQA thresholds provide that those projects that generate or attract fewer than 110 vehicle trips per day may be presumed to have a less than significant impact on VMT. SSF’s Transportation Analysis Guidelines provide that projects which would generate fewer than 110 daily trips are exempt from preparing detailed transportation impact and are exempt from requirements for implementing transportation demand management (TDM) programs pursuant to the City’s TDM Ordinance. The vehicle trip generation was estimated for the existing site uses, as well as the proposed Project, as detailed in Table 2 for the daily condition. Based on Institute of Transportation Engineers (ITE) Trip Generation Manual (10th Edition), the Project’s land use is category as a “mini-warehouse”, which is defined as providing individual units or vaults that are rented for the storage of goods. This land use type is estimated to generate 1.45 daily trips per 1,000 square feet. The Project is approximately 59.9 ksf in size, generating approximately 87 daily trips (59.9 ksf x 1.45 = 87 daily trips). However, the existing use at the Project site generate at least 46 daily trips, as 23 of the 30 on-site parking spaces were occupied at the time of field observations. As shown on Table 2, the Project is estimated to generate a net increase of about 41 daily trips, which is fewer than 110 net new daily trip threshold for projects presumed to have a less than significant impact on VMT. Table 2: Project Trip Generation Scenario Quantity (KSF) Daily Trips Existing 27.0 > 46 Proposed Project 59.9 87 Net-Change + 32.9 + 41 (or less) Notes: 1. ITE land use category 151 – Mini-Warehouse (Adj Streets, 7-9A, 4-6P): Daily: (T) = 1.45 (X) AM Peak Hour: T = 0.09 (X); Enter = 59%; Exit = 41% PM Peak Hour: T = 0.15 (X); Enter = 47%; Exit = 53% KSF = 1,000 Square Feet Source: Fehr & Peers, September 2024,based on Trip Generation Manual (11th Edition), Web Version 2.3.1, ITE, 2021 Since the project would generate fewer than 110 daily trips and does not present any usual travel behavior characteristics, it is presumed to have a less than significant impact to VMT. Approval of the Project would not result in any significant effects relating to transportation, and the Project qualifies under criteria d) as an Infill Development pursuant to CEQA Guidelines Section 15332. 68 Qualifications for an Infill Development Exemption 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 33 e) Noise Construction-Period Noise Construction noise generated by the Project will vary based on the construction equipment used, the equipment location, and the timing and duration of the construction activities. The Project’s site preparation phases will include demolition of the existing structure and excavation of the basement, and will generate among the highest construction noise levels. The demolition process and excavation machinery such as bulldozers, backhoes and heavy trucks can typically generate noise levels of 80 to 85 dBA Lmax at distances of 50 feet (or approximately 85 to 91 dBA Lmax at 25 feet) from the operating equipment. Subsequent phases of construction would likely produce lower noise levels, typically in the range from 70 to 80 dBA at a distance of 100 feet from the center of the active construction work. Land uses that surround the Project site consist of other light and general industrial uses that are not considered noise-sensitive uses. The nearest noise-sensitive land uses are those residences in San Bruno, south of Tanforan Avenue and nearly 1,500 feet distant from the Project site. At this distance, construction noise from the Project would not be discernable above ambient noise conditions. Regulatory Requirements All construction activities within SSF, including the Project, are subject to the following regulatory requirements: Construction Hours and Noise Limits (SSF Municipal Code Section 8.32.050): Construction activities are limiting to the period between 8:00 a.m. and 8:00 p.m. on weekdays, between the hours of 9:00 a.m. and 8:00 p.m. on Saturdays, and between the hours of 10:00 a.m. and 6:00 p.m. on Sundays and holidays. An exception may be granted to these hours only if an application for construction-related exception is made to and considered by the City Manager or the City Manager’s designee. Construction noise must also meet at least one of the following noise limitations: a. No individual piece of equipment shall produce a noise level exceeding 90 dB at a distance of twenty- five feet. If the device is housed within a structure or trailer on the property, the measurement shall be made outside the structure at a distance as close to twenty-five feet from the equipment as possible. b. The noise level at any point outside of the property plane of the project shall not exceed 90 dB. Construction noise attributed to the Project would be temporary, and the Project applicant and/or construction contractors will be required to obtain all necessary permits and to abide by all construction hours as stipulated by existing regulations. As such, the Project would not expose persons to a substantial temporary increase in ambient noise levels in excess of standards established in the General Plan or SSFMC, and this impact would be less than significant. Permanent Operational Noise The Project’s on-site self-storage use is not considered a noise-sensitive receptor, nor is it a significant generator of substantial operational noise. Typical noise sources attributed to the project include individual loading or unloading of storage materials, and roof-mounted HVAC systems. These types of noise sources are typical within the Lindenville industrial area, and other surrounding industrial uses generate similar or greater noise levels. The types of operational noise generated by the Project would not exceed the “satisfactory” CNEL noise value of 75 dBA for other nearby commercial and industrial uses. Regulatory Requirements All new buildings within SSF, including the Project, are subject to the following regulatory requirement: 69 Qualifications for an Infill Development Exemption 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 34 HVAC Mechanical Equipment Shielding (SSFMC Noise Ordinance, Section 8.32.030): Prior to approval of building permits the applicant shall submit a design plan for the project demonstrating that noise levels from operation of mechanical equipment will not exceed the exterior noise level limits for a designated receiving land use category. Noise control measures may include but are not limited to the selection of quiet equipment, equipment setbacks, silencers, and/or acoustical barriers. With implementation of these standards, noise impacts from the Project’s stationary operational equipment would result in a less than significant impact. Approval of the Project would not result in any significant effects relating to noise, and the Project qualifies under criteria e) as an Infill Development pursuant to CEQA Guidelines Section 15332. f) Air Quality The Bay Area Air Quality Management District (BAAQMD) has developed screening thresholds for projects of smaller size, and that are unlikely to result in generation of construction-related or operational criteria air pollutants or precursor emissions that exceed thresholds of significance.19 The BAAQMD’s screening threshold for construction of a warehouse is 452,000 square feet, and the screening threshold for operation of a warehouse is 1.4 million square feet.20 With a total floor area of 59.9 thousand square feet of self- storage/warehouse building space, the Project is well below the construction-period and operational screening thresholds, and the Project’s emissions of criteria air pollutants is presumed to be less than significant. However, the BAAQMD’s 2022 CEQA Guidelines indicate that construction-period screening thresholds should not be used if construction-related activities include demolition. Whereas the Project does include demolition, the Project’s construction emissions have been modeled using the latest version of the California Emissions Estimator Model (CalEEMod, Version 2022.1.0.14), to verify the less than significant presumption. Project- specific construction details were entered into the CalEEMod emissions calculator, including the following: • site acreage of 0.69 acres • demolition of the 27,00 square-foot existing office/lab building • grading and excavation, with 200 CY of soil export • 59,900 square feet of new building construction • approximately 0.14 acres of new/replaced on-site pavement, and • approximately 2,100 square feet of new/replaced landscape • The CalEEMod emissions calculator generated an assumed construction schedule of approximately 7 months, with an estimated start date of 1/6/2025 Model defaults were otherwise used. The CalEEMod emissions calculator results for construction-period emissions are included in Appendix C, and emissions from construction are summarized in Table 3. 19 Bay Area Air Quality Management District (BAAQMD), 2022 CEQA Guidelines, Chapter 3 20 The BAAQMD’s 2022 CEQA Guidelines indicate that the land use category for “Warehouse” is not appropriate for a logistics or distribution center, and these types of projects should use project-specific traffic data or a more land use-specific trip generation rate. As indicated in the Transportation analysis above, the Project’s ‘self-storage’ type warehouse is a low trip generating land use and is likely to generate even fewer trips, and therefore lower emissions of operational criteria pollutants, than more typical or industrial-scale warehouse use. 70 Qualifications for an Infill Development Exemption 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 35 Table 3: Regional Criteria Air Pollutant Emissions during Construction Reactive Organic Gases Nitrogen Oxides PM10, Exhaust PM2.5, Exhaust Annual (tons/year) Annual Emissions 0.35 0.35 0.01 0.01 “Worst Case’ with Excavation 0.36 0.41 0.01 0.01 Annual Threshold 10 10 15 10 Exceed Threshold? No No No No Average Daily (pounds/day) Average Daily Emissions 1 5.7 5.7 0.21 0.20 “Worst Case’ with Excavation 5.7 6.6 0.22 0.20 Average Daily Threshold 54 54 82 54 Exceed Threshold? No No No No Source: CalEEMod results per Appendix C Notes: 1: Per BAAQMD CEQA Guidelines, average daily construction emissions are calculated based on annual emissions divided by the number of working days per year. Based on the CalEEMod emissions calculator, a 123-day construction period is assumed. As shown, the Project’s construction-period emissions of criteria pollutants would be far below threshold levels and this impact would be less than significant. Table 3 also shows a potential “worst case” scenario whereby the characterization of fill soil underlying the Project site may find this fill material unsuitable for construction of the Project. Under such a scenario, excavation of up to 5 feet of fill, or to the upper limit of the groundwater table, may be required to remove unsuitable soil. A similar 5 feet (or 3,830 CY) of clean fill may then be needed to be imported for backfill of the excavated area. As shown on Table 3, this potential “worst case” scenario would also result in construction- period emissions of criteria pollutants that would be lower than threshold levels, and this impact would remain less than significant. Applicable General Plan EIR Mitigation Measures The SSF 2040 General Plan EIR identified implementation of construction mitigation measures to reduce construction-related emissions and dust for all projects, regardless of comparison to their construction-period thresholds. These basic measures are included in the SSF General Plan EIR Mitigation Measure AIR-1a, and would apply to the Project: Basic Construction Mitigation Measures (GP EIR MM AIR-1a): The Project shall incorporate the following Basic Construction Mitigation Measures recommended by the Bay Area Air Quality Management District (BAAQMD): a. All exposed surfaces (e.g., parking areas, staging areas, soil piles, graded areas, and unpaved access roads) shall be watered two times per day. b. All haul trucks transporting soil, sand, or other loose material off-site shall be covered. c. All visible mud or dirt track-out onto adjacent public roads shall be removed using wet power vacuum street sweepers at least once per day. The use of dry power sweeping is prohibited. d. All vehicle speeds on unpaved roads shall be limited to 15 mph. 71 Qualifications for an Infill Development Exemption 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 36 e. All roadways, driveways and sidewalks to be paved shall be completed as soon as possible. Building pads shall be laid as soon as possible after grading unless seeding or soil binders are used. f. Idling times shall be minimized either by shutting equipment off when not in use, or by reducing the maximum idling time to 5 minutes (as required by the California Airborne Toxics Control Measure [ATCM] Title 13, Section 2485 of the California Code of Regulations). Clear signage shall be provided for construction workers at all access points. g. All construction equipment shall be maintained and properly tuned in accordance with the manufacturer’s specifications. All equipment shall be checked by a certified mechanic and determined to be running in proper condition prior to operation. h. Prior to the commencement of construction activities, individual project proponents shall post a publicly visible sign with the telephone number and person to contact at the Lead Agency regarding dust complaints. This person shall respond and take corrective action within 48 hours. The BAAQMD phone number shall also be visible to ensure compliance with applicable regulations. Consistent with the SSF 2040 General Plan EIR air quality impact analysis, the Project would be required to implement the BAAQMD’s recommended Basic Construction Mitigation Measures for control of construction- related criteria pollutant emissions, per GP EIR MM AIR-1a. These measures would further reduce the Project’s less than significant construction-related emissions. g) Water Quality The Project site is located in an urbanized and industrial portion of the City. The nearest open water is the channelized San Bruno Canal approximately 1,700 feet to the north, and the San Bruno Channel of the San Francisco Bay approximately 1-mile east of the Project site. The Project will have no direct effects on surface water or surface water quality. However, runoff from the Project site is collected within the city stormdrain system, which does eventually drain to the Bay. Construction-period runoff and operational stormwater runoff could have indirect effects on downstream surface waters, as discussed below. Construction-Period Effects on Water Quality Construction associated with the Project would involve ground-disturbing activities that may increase the potential for erosion and sedimentation. Construction equipment could contribute pollutants to stormwater runoff in the form of sediment and other pollutants such as fuels, oil, lubricants, hydraulic fluid or other contaminants. If mobilized during construction, sediment and silt could also be transported to downstream receiving waters, and degradation of water quality could occur. The National Pollutant Discharge Elimination System (NPDES) is implemented by the State Water Board to ensure that conditions present at a “regulated” construction site do not cause or contribute to direct or indirect impacts on water quality. Pursuant to NPDES c.6 provisions, Regulated Projects (i.e., projects that disturb one acre or more of soil during construction) are required to comply with the requirements of a Construction General Permit by filing a Notice of Intent to obtain coverage under that permit, by preparing and implementing a Storm Water Pollution Prevention Plan, and by implementing inspection, monitoring and reporting requirements. The Project would not disturb one acre or more of soil during construction, and is therefore not a regulated project and is not subject to the requirements of a Construction General Permit. 72 Qualifications for an Infill Development Exemption 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 37 Applicable Regulatory Requirements The Project is subject to the following requirements of the SSF Municipal Code that apply to all construction sites: BMPs for New Developments and Redevelopments (SSFMC Section 14.04.180 9[d]): All construction sites in the city shall implement year round effective erosion control, run-on and runoff control, sediment control, active treatment systems (as appropriate), good site management, and non-stormwater management through all phases of construction (including, but not limited to site grading, building and finishing of lots) until the site is stabilized by landscaping or the installation of permanent erosion control measures. The following items must be included in the Project’s construction and building permit plans as they are requirements of the Water Quality Control Stormwater and/or Pretreatment Program, and must be completed prior to the issuance of a building permit: a. Storm drains must be protected during construction. Discharge of any demolition/construction debris or water to the storm drain system is prohibited. b. Do not use gravel bags for erosion control in the street or drive aisles. Drains in street must have inlet and throat protection of a material that is not susceptible to breakage from vehicular traffic. Consistent with applicable City regulations, the Project will be required to prepare an Erosion and Sediment Control Plan for the site that includes all required BMPS to address construction-period water quality protection. The Erosion and Sediment Control Plan will be subject to review and approval by the City prior to issuance of any grading permits, and the Project applicant is required to implement the approved Plan. With required implementation of Best Management Practices (BMPs) for erosion control, pollutants and sediment generated during construction will be managed to prevent or reduce indirect effects on downstream receiving waters, and construction-period effects on water quality will be less than significant. Operational Effects on Water Quality During the life of the Project, employees and self-storage users may generate non-point source pollutants potentially including oil, grease and toxic chemicals from parking and driveway runoff, and litter. These non- point source pollutants can be washed from impervious surfaces such as roofs and parking areas into the downstream drainage network, and directly into the Bay and other surface waters. Non-point source pollutants can have adverse effects on water quality, and can also infiltrate into groundwater and degrade the quality of groundwater resources. Currently, about 94% of the Project site is covered by impervious surfaces. The Project will increase on-site landscaping (pervious area), such that about 89% of the site will remain as impervious surfaces. The Project’s reduction of impervious surfaces will result in a minor reduction of non-point source pollutants, and a minor reduction in stormwater runoff and contaminants washed by rainwater into downstream receiving waters, but the large majority of the site will remain covered by impervious surfaces. The National Pollutant Discharge Elimination System’s C.3 provisions apply to Regulated Projects, defined as projects that create or replace 10,000 square feet or more of impervious area, or 5,000 square feet or more of new or existing impervious surface area within uncovered surface parking lots. Applicable Regulatory Requirements The Project will have well over 10,000 square feet of new or replaced impervious surface (including rooftops and paving) and will be considered a Regulated Project. The following regulations apply to all projects considered Regulated Projects under the NPDES C.3 requirements. 73 Qualifications for an Infill Development Exemption 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 38 Stormwater Treatment Requirements (SSFMC Section 14.04.131): Stormwater treatment requirements as specified in NPDES Permit are mandated for certain categories of new and redevelopment projects based upon the amount of impervious area created, added or replaced by a project. Stormwater treatment BMPs for Regulated projects shall incorporate hydraulic sizing design criteria as specified in NPDES Permit to treat stormwater runoff. Site Design and Stormwater Treatment Requirements for Regulated Projects (SSFMC Section 14.04.133): The Director of Public Works or designee shall require each Regulated Project to implement at least the following design strategies on-site: a. Limit disturbance of natural water bodies and drainage systems; minimize compaction of highly permeable soils; protect slopes and channels; and minimize impacts from stormwater and urban runoff on the biological integrity of natural drainage systems and water bodies; b. Conserve natural areas, including existing trees, other vegetation, and soils; c. Minimize impervious surfaces, minimize disturbances to natural drainages, and minimize stormwater runoff by implementing one or more of the following site design measures: • Direct roof runoff into cisterns or rain barrels for reuse • Direct roof runoff, runoff from sidewalks, walkways and/or patios, and runoff from driveways and/or uncovered parking lots onto vegetated areas • Construct sidewalks, walkways, driveways, bike lanes, and/or uncovered parking lots with permeable surfaces Low Impact Development (LID) Requirements (SSFMC Section 14.04.134): The purpose of LID is to reduce runoff and mimic a site’s predevelopment hydrology by implementing specific practices to control potential sources of pollution and site design strategies to treat stormwater. All regulated projects shall implement LID requirements as specified in the NPDES Permit. Project Plans Pursuant to Regulations Consistent with applicable City regulations and NPDES requirements, the Project includes a San Mateo Countywide Water Pollution Prevention Program C.3 and C.6 Development Review Checklist (see Appendix D) and a Preliminary Stormwater Management Plan for the site (see Figure 10). This Preliminary Stormwater Management Plan demonstrates that the Project will minimize impacts to stormwater runoff by directing roof runoff into vegetated areas (bioretention in flow-through planters) and constructing the parking area with permeable pavement, as indicated in Table 4. 74 Figure 10 Preliminary Stormwater Management Plan Source: BKF, Preliminary Stormwater Management Plan, Sheet C4.0, 7/8/2024 75 Qualifications for an Infill Development Exemption 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 40 Table 4: Project’s Bio-Retention Water Treatment Area (sf) Drainage Area Size Impervious Pavement Pervious Pavement Landscape Roof Area Req’d Treatment Provided Treatment Treatment Control DMA-1 12,351 1,035 - 1,233 10,082 445 629 Bioretention/ Planter DMA-2 13,455 1,207 - 1,662 10,585 472 595 Bioretention/ Planter DMA-3 4,446 1,015 2,982 449 - - - Pervious Pavement DMA -1 Offsite 3,863 3,517 - 346 - 141 141 Silva Cells DMA -2 Offsite 3,577 3,533 - 44 - 142 142 Silva Cells DMA -3 Offsite 2,281 2,281 - - - 922 92 Silva Cells Total 39,972 12,588 2,982 3,735 20,668 1,291 1,599 Source: BKF Engineering, Preliminary Stormwater Control Plan, Sheet C4.0, July 2024 As demonstrated in this table, the Project will provide an adequate amount of stormwater treatment to meet and even exceed the NPDES requirements, and stormwater quality requirements will be met. The Preliminary Stormwater Management Plan will be subject to review and approval by the City prior to issuance of any grading permits, and the Project applicant is required to implement the approved Stormwater Management Plan. The Project’s effects related to non-point source water pollution will be fully addressed through implementation of existing regulations, and this impact would be less than significant. Approval of the Project would not result in any significant effects relating to water quality, and the Project qualifies under criteria g) as an Infill Development pursuant to CEQA Guidelines Section 15332. h): Utilities and Public Services The Project site is located in an urbanized and developed portion of the City that is served by all utilities and public services. The Project proposes to utilize existing utility services, and does not require or propose any new utility services for its operations. The Project site can be, and currently is adequately served by all utilities and public services, and the Project qualifies under criteria h) as an Infill Development pursuant to CEQA Guidelines Section 15332. 76 Potential Exceptions to a CEQA Exemption 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 41 Potential Exceptions to a CEQA Exemption Pursuant to CEQA Guidelines Section 15300, a CEQA exemption would not apply to the Project if the Project would trigger any of the exceptions to categorical exemptions based on site-specific environmental criteria. According to these CEQA Guidelines, a categorical exemption shall not be used for a project under the following circumstances: Would the Project: Yes No Applicable GP EIR Measures / Regulatory Reqmts Level of Significance a) Would the cumulative impact of successive projects of the same type in the same place, over time be significant? ☐ - LTS b) Is there a reasonable possibility that the activity will have a significant effect on the environment due to unusual circumstances? ☐ - No Impact- c) Might the project result in damage to scenic resources including but not limited to trees, historic buildings, rock outcroppings or similar resources within a highway officially designated as a state scenic highway? ☐ - LTS d) Is the project is located on a site that is included on any list compiled pursuant to Section 65962.5 of the Government Code? ☐ - LTS e) Would the project cause a substantial adverse change in the significance of a historical resource? ☐ - LTS a): Cumulative Impact of Successive, Similar Projects GHG Emissions The BAAQMD has identified the necessary design elements required of new land use projects in order to achieve California’s long-term climate goal of carbon neutrality by 2045. If these design elements are incorporated into the design and construction of a project, then the project would contribute its portion of what is necessary to achieve California’s long-term climate goals - its “fair share”, and a lead agency reviewing the project under CEQA can conclude that the project would not make a cumulatively considerable contribution to global climate change. The thresholds of significance for development projects (i.e., the Project) must either be consistent with a local GHG reduction strategy that meets the criteria under State CEQA Guidelines (i.e., the SSF Climate Action Plan), or must meet the following project design elements of the BAAQMD CEQA Guidelines:21 Projects must include, at a minimum, the following project design elements: • The project will not include natural gas appliances or natural gas plumbing (in both residential and non- residential development). Consistency: The Project’s energy demands will be served entirely by electricity, and no natural gas appliances or plumbing is proposed. 21 BAAQMD, 2022 CEQA Guidelines, Table 3-2: Climate Impact Thresholds of Significance (Project Level), page 3-6 77 Potential Exceptions to a CEQA Exemption 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 42 The project will not result in any wasteful, inefficient, or unnecessary energy use as determined by the analysis required under CEQA Section 21100(b)(3) and Section 15126.2(b) of the State CEQA Guidelines. Consistency: The Project’s design is required to, and fully intends to meet all applicable standards and requirements of the 2022 California Energy Code and the 2020 Green Building Standards Code (CalGreen), widely considered to be America's first sustainability-focused standard for greener, cleaner construction). The project will achieve a reduction in project-generated vehicle miles traveled (VMT) below the regional average consistent with the current version of the California Climate Change Scoping Plan (currently 15 percent), or meet a locally adopted Senate Bill 743 VMT target that reflects those recommendations provided in the Governor’s Office of Planning and Research's Technical Advisory. Consistency: As demonstrated in the Transportation section of this document, CEQA Guidelines and City CEQA thresholds provide that those projects that generate or attract fewer than 110 vehicle trips per day may be presumed to have a less than significant impact on VMT. SSF’s Transportation Analysis Guidelines provide that projects which would generate fewer than 110 daily trips are exempt from requirements for implementing TDM programs. The Project is estimated to generate a net increase of about 76 daily trips, which is fewer than the 110 net new daily trip threshold for projects that are presumed to have a less than significant impact on VMT, and the Project meets this criterion. The project will achieve compliance with off-street electric vehicle requirements in the most recently adopted version of CALGreen Tier 2 Consistency: Pursuant to 2022 CalGreen Non-Residential Standards, parking areas with 0 to 9 parking spaces are not required to provide any EV-capable spaces or any installed EV charging receptacles or permanently installed chargers.22 The Project only expects to provide 9 parking spaces, and therefore does not meet the threshold for required EV parking. Based on the above, the Project does satisfy the design requirements necessary to demonstrate that it will contribute its “fair share” towards California’s long-term climate goals, and the Project will not make a cumulatively considerable contribution to global climate change. Other Cumulative Effects As indicated elsewhere in this document, the Project is consistent with the SSF 2040 General Plan Update and the Lindenville Specific Plan, and with all applicable zoning regulations. Consistent with CEQA Guidelines Section 15183, this CEQA document need not re-consider cumulative effects already addressed under the SSF 2040 GP EIR or the Lindenville EIR Addendum. As fully analyzed in this document, the Project’s impacts under the topics of historic resources, transportation, water quality, noise and air quality are assessed in relation to the combined cumulative effects of other approved, pending and reasonably foreseeable future projects of generally the same type, and in the same general vicinity as the Project. These effects of the Project have been found to be less than significant, and would not make a considerable contribution to any cumulative effects. Since the Project is consistent with the development intensity as assumed in the General Plan EIR, the Project’s potential contribution to cumulatively significant effects has already been addressed in that EIR, there are no further cumulative effects associated with the Project, an exception under CEQA Guidelines Section 15300.2(a) does not apply to the Project. 22 CALGreen Chapter 5 – Nonresidential Mandatory Measures, Section 5.106.5.3.1 EV Capable Spaces, Table 5.106.5.3.1, accessed at: https://up.codes/viewer/california/ca-green-code-2022/chapter/5/nonresidential-mandatory-measures#5 78 Potential Exceptions to a CEQA Exemption 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 43 b): Unusual Circumstances Redevelopment for Self-Storage Use The Project site is a small (less than 1-acre) site located within an existing industrial area, containing one older light industrial building. Numerous similar properties surround the Project site, and the site is not unusual from its surroundings. The Project proposes to demolish the existing building and to construct a new, more modern building in its place. The South San Francisco General Plan encourages redevelopment of existing older or marginal industrial areas with a mix of new industrial facilities. There is nothing unusual about redeveloping this older property with a new, modern building. The Project involves construction of a new building containing self- storage use. Self-storage is not an unusual land use for this industrial portion of the City. This land use is conditionally permitted under City zoning, and there are other self-storage uses in the general vicinity. Hazardous Building Materials Information presented in the following section of this CEQA document is derived from the following primary source: • ENGEO, 1341 San Mateo Avenue Phase I Environmental Site Assessment, August 6, 2024, attached as Appendix E. As indicated in the ENGEO Phase I ESA, it is conceivable that potential asbestos-containing materials and/or lead-based paints and/or PCB-containing materials exist on site, given the age of the existing building. The potential for these materials to exist at the site is not unusual, as such materials may exist in most buildings of a similar age. The Phase I ESA recommends that a hazardous materials building survey (HMBS) be performed prior to demolition to determine if such materials are present, and whether special handling procedures need to be implemented during demolition and disposal.23 Under current South San Francisco regulations, demolition projects must complete a PCB Screening Assessment Form. If screening determines the building is an applicable structure, the protocol for evaluating PCB-containing materials before building demolition shall be followed. This includes submitting a PCB screening package for the building containing a PCB Screening Form, a QA/QC checklist, a Contractor’s Report, and analytical results (if applicable). If the PCB Screening and Assessment concludes that there are any materials containing PCBs in concentrations greater than 50 ppm, appropriate Best Management Practices (BMPs) as provided in the City’s Specified BMPs for Demolition Projects will be required as part of the Project’s Erosion Control Plan and implemented on-site until completion of the demolition process. Furthermore, if asbestos-containing materials are present in the structure, the Project applicant is required to comply with all other applicable laws and regulations including, but not limited to the Bay Area Air Quality Management District’s Regulation 11, Rule 2 to control emissions of asbestos to the atmosphere during demolition. Depending on the conclusions of the survey, any building materials containing regulated hazardous materials (asbestos, lead or PCBs) will require appropriate disposal in a regulated and designated hazardous waste disposal site. Existing regulations fully address this potential circumstance of the Project. There is nothing unusual about the potential for the existing building on the Project site to contain hazardous building materials. Many industrial buildings constructed in the 1960s typically included asbestos-containing building materials, lead-based paint and PCBs. If such materials are found, the Project will be required to implement all applicable regulatory requirements to address the issue, and appropriate removal and disposal of such materials will reduce potential impacts to the environment to a less than significant level. 23 ENGEO, Phase I Environmental Site Assessment, August 2024, page 16 79 Potential Exceptions to a CEQA Exemption 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 44 Soil and Groundwater Conditions As indicated in the ENGEO Phase I ESA, there is no evidence of any recognized environmental concerns specific or unusual to the Project site.24 However, the site is located in a historic industrial area of the Lindenville Sub-Area where dozens of historical businesses within a search radius of the Project site have handled petroleum and volatile organic compounds (VOCs), and where documented releases of hazardous materials have occurred. It is also possible that fill material that was brought to this area in the 1960s to fill former marshlands may have contained hazardous materials that have affected the soil, soil vapor and groundwater in the vicinity. Accordingly, the Phase I ESA recommends that historic fill present within the upper 7 to 10 feet of the site and within the Project’s excavation footprint should be pre-characterized prior to excavation and disposal 25 Even if contaminated soil is present within the boundaries of the site, such a condition would not be an unusual circumstance. The SSF 2040 General Plan EIR recognizes that numerous industrial uses that generate hazardous material are concentrated in the Lindenville sub-Area. According to DTSC’s EnviroStor website, there are 7 sites under State Response, Voluntary Cleanup or under Evaluation with this area of the City, and the State Water Board’s GeoTracker website identifies 56 cases in the Lindenville area, including 43 Closed Leaking Underground Storage Tank (LUST) sites, 6 Closed Voluntary Cleanup sites and 7 Open Voluntary Cleanup sites, all within the Lindenville area of the City.26 The SSF 2040 General Plan EIR recognizes that new development and redevelopment projects may occur on contaminated sites, and that all such projects will be required to comply with mandatory regulations for hazardous materials as adopted by the US EPA, DTSC, the RWQCB, San Mateo County Department of Environmental Health Services (SMEHS) and the City of South San Francisco. As addressed in the SSF 2040 GP EIR, compliance with mandatory regulations would ensure that such projects do not create a significant hazard to the public or the environment. Specific to the Project, if hazardous materials are encountered before or during construction activities, the handling, transportation and disposal of such hazardous materials would be required to comply with all applicable requirements and regulations depending on the specific characteristics of the site and the results of soil characterization. Mandatory compliance with applicable regulations would ensure that environmental effects related to the possibility of handling, transporting and disposing hazardous materials prior to and during the construction period would be reduced to levels determined by the responsible agency to be less than significant.27 Accordingly, the Project will not have a significant effect on the environment due to unusual circumstances, and an exception under CEQA Guidelines Section 15300.2(b) does not apply to the Project. c): Damage to Scenic Resources within a State Scenic Highway The Project would not result in damage to scenic resources (historic buildings, rock outcroppings or similar resources) within a highway officially designated as a State Scenic Highway. No officially designated State Scenic Highways traverse through South San Francisco.28 24 ENGEO, August 2024, page 15 25 ENGEO, page 15 26 DTSC Envirostor website accessed at https://www.envirostor.dtsc.ca.gov/public/map, and State Water Board GeoTracker website accessed at https://geotracker.waterboards.ca.gov/map 27 SSF 2040 GP DEIR, page 3.8-30 28 California Department of Transportation (Caltrans), List of Eligible and Officially Designated State Scenic Highways, as of August 2019 80 Potential Exceptions to a CEQA Exemption 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 45 Interstate 280 (I-280) is an officially designated State Scenic Highway from the South San Francisco and San Bruno border, south to Stanford University in Palo Alto. This portion of I-280 does not traverse through South San Francisco. While distant views of the City of South San Francisco and San Bruno Mountain are intermittently visible from this portion of I-280, most views of the City and San Bruno Mountain are shielded by existing trees. The Project would not be visible from this portion of the Scenic Highway. I-280 from Mission Bay Drive to the South San Francisco/San Bruno border is eligible for designation, but is not a designated State Scenic Highway. Views from this portion of I-280 include trees, local roadways and houses in the foreground, and views of the City, San Bruno Mountain and the San Francisco Bay in the distance. The Project would not be distinctly visible from this portion of I-280. Similarly, the portion of State Route 35 (Junipero Serra Freeway) that borders the western side of South San Francisco is also eligible for designation as a State Scenic Highway. Distant views of the City of South San Francisco and San Bruno Mountain are intermittently visible from SR-35, but the Project would not be visible from this highway. The Project does not result in any significant change or damage to scenic resources as seen from a Scenic Highway. An exception under CEQA Guidelines Section 15300.2(c) does not apply to the Project. d): Section 65962.5 of the Government Code (i.e., Cortese List) Listed Hazardous Materials Site Hazardous materials sites compiled pursuant to Government Code Section 65962.5 are known as the Cortese list. This list is comprised of identified sites with suspected and/or confirmed releases of hazardous materials to the sub-surface soil and/or groundwater that may create a significant hazard to the public or the environment, and is a compilation of data from the following sources: • the California Department of Toxic Substances Control (DTSC) portion of the Hazardous Waste and Substances Sites List, available on the DTSC EnviroStor database; • the California State Water Resources Control Board (SWRCB)/or San Francisco Regional Water Quality Control Board (RWQCB) list of leaking underground storage tanks (LUSTs), underground storage tanks (UST), and Spills, Leaks, Investigations and Cleanup (SLIC) sites as listed on the SWRCB GeoTracker database; • solid waste disposal sites identified by SWRCB with waste constituents above hazardous waste levels outside the waste management unit; • “Active” Cease and Desist Order (CDO) and Cleanup and Abatement Order (CAO) sites from the SWRCB, and • hazardous waste facilities subject to corrective action pursuant to Section 25187.5 of the Health and Safety Code, as identified by DTSC and listed on the EnviroStor database Based on a review of the DTSC EnviroStor database website, the Project site is not on the list of Hazardous Waste and Substances Sites, nor is it a hazardous waste facility subject to corrective action.29 The DTSC EnviroStor website does indicate that a preliminary assessment was conducted in July of 1989 to assess minor spills of ethylene glycol, lubricating oils and solvents, and that assessment concluded that the site did not pose any observable public or environmental health threat. Based on a review of the SWRCB GeoTracker database website, the Project site is not on a list of LUST sites, known underground storage tanks, or any SLIC sites. The Project site is not a current or former solid waste 29 DTSC EnviroStor website, accessed at: https://www.envirostor.dtsc.ca.gov/public/profile_report?global_id=41360099 81 Potential Exceptions to a CEQA Exemption 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 46 disposal site with waste constituents above hazardous waste levels, and is not on a list of “Active” Cease and Desist Orders or Cleanup and Abatement Orders.30 The Project is not located on a site that is included on any list compiled pursuant to Section 65962.5 of the Government Code, and an exception under CEQA Guidelines Section 15300.2(d) does not apply to the Project. e): Historic Resources Known historic buildings, districts and resource sites are located throughout South San Francisco. The Cultural and Historic Resources Existing Conditions Report prepared for the 2040 General Plan Update identifies the following known historic resources: • There are 2 historic resources listed in the National Register of Historic Places (NRHP) and the California Register of Historic Resources (CRHR). These are the Martin Building located on Grand Avenue (also known as the Metropolitan Hotel), and the “South San Francisco, the Industrial City” hillside sign. • There are considered cultural resources under CEQA. These listed properties encompass a broad range of building types and styles, including residential homes, commercial buildings, institutional buildings, industrial facilities, and commemorative monuments and features. • The Grand Avenue Commercial Historic District is the only designated historic district in South San Francisco. • There are 4 potential historic resources, which include residential properties located along Baden, Pine and Miller Avenues, and the South San Francisco/San Bruno Water Quality Control Plant. • Approximately 250 eligible historic architectural resources are located within the City, the majority of which are not included within the City’s Register, but were determined eligible through prior environmental reviews. These properties include residential homes, commercial buildings, medical facilities, fraternal organizations, civic, educational, religious, and transportation infrastructure. Eligible historic era buildings and structures, typically over 50 years in age, may be considered eligible for inclusion on the NRHP and CRHR. The Project site is not one of the properties listed in the NRHP or the CRHR, is not a designated Historic Landmark, is not located within a designated historic district, and is not identified as a potential historic resource. Potential Historic Resource Eligibility The building on the Project site was constructed in 1966. As a 58 year-old building, the Project site meets the age requirements to be considered as a potential historic resource. The following analysis is provided to assess whether the building at 1341 San Mateo Avenue is eligible as an historic architectural resource pursuant to the CRHR. To be eligible for the California Register, an historical resource must not only meet the age requirements, but must also display integrity and be significant at the local, state or national level, under one or more of the following specified criteria. 1. Is the building or the property associated with events that have made a significant contribution to the broad patterns of local or regional history, or the cultural heritage of California or the United States? As noted in the Lindenville Specific Plan, “Lindenville has historically served as the industrial heart of South San Francisco, supporting light industrial, manufacturing, and service and repair businesses, all of 30 SWRCB GeoTracker website, accessed at: https://geotracker.waterboards.ca.gov/map/?CMD=runreport&myaddress=1341+San+Mateo+Avenue%2C+SSF 82 Potential Exceptions to a CEQA Exemption 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 47 which contribute to the city’s legacy as “The Industrial City.” 31 As shown in Figure 11, the existing building at the Project site was constructed at the same time as much of the surrounding industrial and light industrial buildings in Lindenville on both sides of San Mateo Avenue and Lowrie Avenue. In 1963, virtually all of these lands were vacant lots of filled marshland, served by a new street system. By 1974, all of these properties contained industrial buildings that filled in the Lindenville industrial area between the Produce Market and South Linden Avenue. With the exception of one predecessor industrial building at 123 South Linden Avenue (the South City Lumber building), no buildings in the San Mateo Avenue/Lowrie Avenue area that were constructed during the 1960 to 1970-era have been identified as a potential or eligible historic resource. The property generally fits the local and more regional 20th century industrial development pattern. The early 1960-era industrial development in Lindenville has not been identified as a significant contribution to the broad patterns of local or regional history or to the cultural heritage of California. There is no evidence of any historic events directly associated with the property, and this property does not meet CRHR criterion 1. 2. Is the building or the property associated with lives of persons important to local, California or national history? The original tenant of the building was Cal West Electric. Inc. until approximately 1989, followed by American Technologies Network (optical instrument and lens manufacturing), and followed until recently vacated by Vibrant Sciences (life sciences/R&D). Each of these businesses were contributors to the city’s overall economy, but are not specifically associated with persons important to local, California or national history. Consequently, the property does not meet CRHR criterion 2. 3. Does the building embody the distinctive characteristics of a type, period, region or method of construction, represent the work of a master, or possesses high artistic values? As shown in Figure 12, the existing building at the Project site is of standard wood and concrete construction, with stucco finish and aluminum trim windows. Decorative trim or ornamentation is limited to a brick facing and the base of the front façade, and a canopy above the front entry. The building does not embody any design or construction that distinguishes it in terms of type, period, region or methods, it is not the work of any identified master architect, engineer or builder, and does not possess any significant artistic values. The building at 1341 San Mateo Avenue is not eligible for the CRHR under CRHR criterion 3. 4. Does the building or property yield, or have the potential to yield information important to the prehistory or history of the local area, California, or the nation? The property and structure at 1341 San Mateo Avenue has not yielded and does not appear to have the potential to yield any important historic information beyond the present historical record, and thus does not meet CRHR criterion 4. 31 City of South San Francisco, Lindenville Specific Plan, 2023, page 2 83 Figure 11 Historic Construction in Lindenville / Project Site Source: EDR, Aerial Photo Decade Package, May 2024 7650797.8 1963 = 500' Project Site 7650797.8 1968 = 500' Historical Imagery, 1964 (prior to construction in 1966)Historical Imagery, 1968 (post construction in 1966) Project Site 84 Figure 12 Existing Building at Project Site Source: KSP Studio, Photo Exhibit, 9/9/2024 85 Potential Exceptions to a CEQA Exemption 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 50 SSFMC Section 2.56.080 provides rules and regulations that protect historical resources, requiring the identification, protection, enhancement, perpetuation and use of structures, sites and areas that are reminders of past eras, events and persons important to local, State or national history, or which provide significant examples of architectural styles of the past or are elements in the history of architecture. The existing building at 1431 San Mateo Avenue does not have any characteristics that would indicate it as a reminder of past eras, events or persons important to local or State history, and is not an example of important architectural styles or elements in the history of architecture. The existing building at 1341 San Mateo Avenue does not meet any applicable CRHR criteria, so is not eligible for the CRHR and does not meet the eligibility requirements to be defined as an historic resource. Demolition of the existing building at 1341 San Mateo Avenue for construction of the Project would not cause a substantial adverse change in the significance of a historical resource, and an exception under CEQA Guidelines Section 15300.2(e) does not apply to the Project. 86 CEQA Determination / Finding 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 51 CEQA Determination / Findings Based on the information and analysis contained in this CEQA Infill Exemption Checklist, the Project is consistent with the development density and land use characteristics established by existing zoning and General Plan and Specific Plan policies for which an EIR was certified (i.e., the SSF 2040 GP Update and it associated EIR, and the Lindenville Specific Plan and its CEQA Addendum). The Project would be required to comply with all applicable regulatory requirements and/or mitigation measures as cited in the SSF 2040 GP Update EIR. With implementation of those regulatory requirements, the preceding analysis concludes that the Project would not result in a substantial increase in the severity of any previously identified significant impacts, and would not result in any new significant impacts that were not previously identified in that prior EIR. In accordance with CEQA Guidelines Sections 15332, Section 15300.2, and Section 15183, and as set forth in this CEQA analysis, the Project qualifies for CEQA exemptions and streamlining provisions because the following findings can be made: Infill Development (CEQA Guidelines Section 15332) CEQA Guidelines Section 15300 to Section 15333 include a list of classes of projects that have been determined to not have a significant effect on the environment, and are therefore exempt from further review under CEQA. Among the classes of exempt projects are those projects identified as Urban Infill Development. CEQA Guidelines Section 15332 (Class 32) Infill Development projects are characterized as infill development when meeting the following conditions: • the project is consistent with the applicable zoning designation and regulations • the proposed development occurs within city limits on a project site of no more than 5 acres substantially surrounded by urban uses • the project site has no value as habitat for endangered, rare, or threatened species, and • approval of the project would not result in any significant effects related to traffic, noise, air quality or water quality, and • the site can be adequately served by all utilities and public services The Project’s consistency with these Class 32 exemption requirements has been fully assessed in this document, and the Project has been found consistent with each of these Class 32 Infill Development criteria. No Exceptions CEQA Guidelines Section 15300.2 identifies exceptions to an otherwise applicable CEQA exemption. These exceptions include: • significant cumulative effects not otherwise addressed • significant effects due to unusual circumstances • projects that result in damage to scenic resources within a designated State Scenic Highway • projects located on a hazardous waste site, and • projects that may cause a substantial adverse change in the significance of a historical resource As analyzed in this document, there are no significant effects peculiar to the Project or its site, and no exceptions to a CEQA exemption pursuant to CEQA Guidelines Section 15300.2 apply. 87 CEQA Determination / Finding 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 52 Consistency with Community Plan or Zoning (CEQA Guidelines Section 15183) CEQA Guidelines Section 15183 provides that, “projects that are consistent with the development density established by existing zoning, community plan, or general plan policies for which an EIR was certified shall not require additional environmental review, except as might be necessary to examine whether there are project- specific significant effects which are peculiar to the project or its site”. These provisions of CEQA are intended to streamline the environmental review of certain types of projects, and to reduce the need to prepare repetitive environmental studies. These provisions of CEQA apply only to those projects that are consistent with a community plan adopted as part of a General Plan, a zoning action which zoned or designated the parcel on which the Project would be located to accommodate a particular density of development, or the General Plan of a local agency. Per CEQA Guidelines section 15183 (i)(2), “consistent means that the density of the proposed project is the same or less than the standard expressed for the involved parcel in the general plan, community plan or zoning action for which an EIR has been certified, and that the project complies with the density-related standards contained in that plan or zoning. Where the zoning ordinance refers to the general plan or community plan for its density standard, the project shall be consistent with the applicable plan”. An EIR must have been certified by the Lead Agency for the community plan, the zoning action or the General Plan, for these provisions to apply. Section 15183(a) of the CEQA Guidelines provides that, in approving a project meeting these requirements, a public agency shall, “limit its examination of environmental effects to those impacts that the agency determines, in an Initial Study or other analysis: • are peculiar to the project or the parcel on which the project would be located • are not analyzed as significant effects in a prior EIR on the zoning action, General Plan or community plan • are potentially significant off-site impacts and cumulative impacts that were not discussed in the prior EIR prepared for the general plan, community plan or zoning action, or • are previously identified significant effects which, as a result of substantial new information which was not known at the time the prior EIR was certified, are determined to have a more severe adverse impact than discussed in the prior EIR” This CEQA document includes information that demonstrates the Project is consistent with the development density established by the SSF 2040 GP Update, the Lindenville Specific Plan, and current zoning. A Program EIR was prepared and certified by the South San Francisco for the SSF 2040 GP Update. The Project is consistent with the development assumptions of that prior Program EIR. The Project will not result in significant impacts that were not previously identified in the SSF 2040 GP EIR as significant project-level, cumulative or off-site effects. This document presents substantial evidence that the Project would not result in new or more severe environmental effects than those previously disclosed in that prior Program EIR, or which may be peculiar to the Project or its site. The Project’s potentially significant effects have already been addressed as such in that prior Program EIR and its Addendum. Any potentially significant effects will be substantially mitigated by the imposition of regulatory requirements, and Project’s plans prepared pursuant to those regulations. Therefore, the Project would meet the criteria of CEQA Guidelines Section 15183 and no further environmental review is required. Overall, based on an examination of the analysis, findings and conclusions of the SSF 2040 GP Update EIR, the potential environmental impacts associated with the Project have been adequately analyzed and covered in that prior EIR. No further review or analysis under CEQA is required. 88 CEQA Determination / Finding 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 53 Reliance on a Prior Program EIR Pursuant to CEQA Guidelines Section 15168, “a Program EIR is an EIR that has been prepared on a series of actions that can be characterized as one large project and that are related either geographically, as logical parts in a chain of contemplated actions, in connection with general criteria to govern the conduct of a continuing program, or as individual activities carried out under the same authorizing statute or regulatory authority and having generally similar environmental effects which can be mitigated in similar ways”. CEQA Guidelines Section 15168(c) provides that, “later activities in the program must be examined in the light of the Program EIR to determine whether an additional environmental document must be prepared (unless that project is determined to be eligible for a categorical exemption): • If a later activity would have effects that were not examined in the program EIR, a new Initial Study would need to be prepared leading to either an EIR or a negative declaration. That later analysis may tier from the Program EIR as provided under CEQA Guidelines Section 15152. • If the lead agency finds, pursuant to CEQA Guidelines Section 15162, that no subsequent EIR would be required, the lead agency can approve the activity as being within the scope of the project covered by the Program EIR, and no new environmental document would be required. Whether a later activity is within the scope of a Program EIR is a factual question that the lead agency determines based on substantial evidence in the record. Factors that an agency may consider in making that determination include, but are not limited to consistency of the later activity with the type of allowable land use, overall planned density and building intensity, geographic area analyzed for environmental impacts, and covered infrastructure, as described in the Program EIR. • The Lead Agency shall incorporate feasible mitigation measures and alternatives developed in the Program EIR into later activities in the program. • Where the later activities involve site-specific operations, the Lead Agency should use a written checklist or similar device to document the evaluation of the site and the activity, to determine whether the environmental effects of the operation are within the scope of the Program EIR.” Based on information presented in this document, the Project would not have effects that were not examined in the SSF 2040 GP EIR. The City may approve the Project as being within the scope of the project covered by that prior EIR, and no additional environmental document is required. This CEQA document evaluates the Project and its site, and determines that the environmental effects of the Project are within the scope of the prior Program EIR. A finding of reliance on a prior program EIR may be made concurrently, and in addition to a finding for CEQA exemptions and streamlining pursuant to CEQA Guidelines Section 15332 and/or Section 15183. Each of the above findings provides a separate and independent basis for CEQA compliance. ________________________________________ _____________ Date: Environmental Review Officer City of South San Francisco 89 Sources and References 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist page 54 Sources and References Bay Area Air Quality Management District (BAAQMD), BAAQMD CEQA Guidelines, May 2022 BKF Engineers, San Mateo Countywide Water Pollution Prevention Program C.3 and C.6 Development Review Checklist, September 6, 2024 California Department of General Services, California Green Building Standards Code—Part 11, Title 24, California Code of Regulations (CALGreen), accessed at: https://up.codes/viewer/california/ca-green- code-2022/ California Department of Toxic Substances Control (DTSC), EnviroStor database, accessed at: at: https://www.envirostor.dtsc.ca.gov/public/ , June 2024 California Department of Transportation (Caltrans), List of Eligible and Officially Designated State Scenic Highways, as of August 2019 California Regional Water Quality Control Board San Francisco Bay Region, Municipal Regional Stormwater NPDES Permit (Permit #CAS612008, Order #R2-2022-0018), May 11, 2022 California State Water Resources Control Board (SWRCB), GeoTracker database, accessed at: https://geotracker.waterboards.ca.gov/, June 2024 ENGEO, Phase I ESA for 1341 San Mateo Avenue, August 6, 2024 Fehr & Peers, 1341 San Mateo Transportation Study, September 6, 2024 Fehr & Peers, 1341 San Mateo Parking Study, September 6, 2024 Lamphier-Gregory, California Emissions Estimator Model, Construction Period Emissions, September 2024 Lisa Wise Consulting, Inc., City of South San Francisco Zoning Code Update, Public Review Draft, June 2022 South San Francisco (City of, SSF), Lindenville Specific Plan, September 2023 SSF, Lindenville Specific Plan CEQA Addendum, September 2023 SSF, 2040 General Plan Update (Shape SSF 2040), October 12, 2022 SSF, 2040 General Plan Draft EIR (June 24, 2022,) and Final EIR (September 6, 2022) SSF, Climate Action Plan, August 10, 2022 SSF, Significance Thresholds for Transportation, May 2020 SSF, Zoning Ordinance, accessed at: https://www.ssf.net/departments/economic-community- development/planning-division/zoning-ordinance 90 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist Appendix A 1341 San Mateo Parking and Loading Study Fehr & Peers, September 6, 2024 91 345 California Street | Suite 450 | San Francisco, CA 94104 | (415) 348-0300 | www.fehrandpeers.com Memorandum Date: September 6th, 2024 To: Jon Suddarth, Buchanan Street Partners From: Daniel Jacobson and Kelly Bond, Fehr & Peers Subject: 1341 San Mateo Parking and Loading Study SF24-1361 This technical memorandum presents a parking management plan for proposed self storage facility located at 1341 San Mateo Avenue in the Lindenville District of South San Francisco, California. The purpose of this memorandum is to analyze proposed parking supply and demand for the project and identify parking management strategies, if necessary. It concludes that the project’s parking supply is adequate for expected demand, and limited management of parking is likely to be necessary. Analysis Requirements Chapter 20.330 of the City of South San Francisco’s Zoning code establishes parking and loading requirements for land uses within the city. In lieu of prescriptive requirements, the City requires a parking study to verify proposed supply for many uses listed in Table 20.330.004. A parking study shall evaluate project demand compared to proposed supply based on the project’s characteristics, consider the availability of on-street supply, and recommend management practices if supply exceeds demand. Loading requirements are described in Table 20.330.009 of the Zoning Code; however, these requirements may be waived if the applicant has satisfactorily demonstrated that such loading space will not be needed due to the nature of the proposed land use. Project Description and Site Context The project site is located on San Mateo Avenue, a two-lane street that connects the Lindenville District with Downtown South San Francisco and the City of San Bruno. Existing site access is provided via San Mateo Avenue, while egress is provided via Lowrie Avenue, a minor side street that parallels San Mateo Avenue. The project site is located about one-half mile from US-101 and the San Bruno BART Station. Upon completion of the Southline development, the site will also be accessible to I-280 and SR-82 (El Camino Real) via South Linden Avenue to the south. 92 Page 2 of 6 The project site is presently occupied by an existing office/lab building of approximately 27,008 square feet and 30 parking spaces. The site is located in a mixed industrial zone, which permits self-storage uses along with other light industrial and warehouse uses. Other surrounding businesses include automobile repair and service providers, concrete and granite suppliers, and storage facilities. The proposed project includes a new self-storage facility including an office, a lobby, and a basement across three stories. The total proposed square footage would be up to 59,893. The project includes nine parking spaces, including one accessible space. Five parking spaces would be accommodated fully within the project site, while four spaces would partially overlap the site’s access easement. Loading activities would occur within designated parking spaces and adjacent striped areas. Figure 1 illustrates the project site plan. Figure 1: Project Site Plan Site Observations Site observations were conducted on Thursday April 24th, 2024 around 11:30 AM. Onsite parking spaces were about three-quarters full, with 23 of 30 spaces occupied. Both San Mateo Avenue and Lowrie Street had on-street parking occupancies of greater than 90 percent with few available spaces. Along Lowrie Street, recreational vehicles and trucks accounted for most vehicles, suggesting low parking turnover (parking is only allowed on the west side due to narrow street 93 Page 3 of 6 width). Parking on San Mateo Avenue is restricted during between 3am-5am, while Lowrie Street has no parking restrictions. Existing onsite parking RV and truck parking on Lowrie Street Project Parking Supply and Demand The project includes nine parking spaces, including one accessible space. The following analysis evaluates the proposed parking supply against available parking demand data. ITE Parking Analysis The Institute of Transportation Engineers (ITE) has published parking demand estimates in their Parking Generation Manual (6th Edition) based on comparable site surveys. The project’s land use is categorized under Land Use Code 151, Mini-Warehouse, which is defined as providing individual units or vaults that are rented for the storage of goods. ITE does not differentiate between parking, ADA parking, and loading spaces; consequently, parking demand may be interpreted as the sum of each. Average parking demand was estimated for the proposed project as detailed in Table 1. Table 1: Parking Supply and Demand Summary Land Use Square Footage Rate per KSF Parking Demand Proposed Parking Supply Self-Storage (Mini-Warehouse 151)1 59,900 0.10 6 spaces 9 spaces2 Notes: 1. ITE land use category 151 – Mini-Warehouse 2. The project includes 9 parking spaces, including four standard spaces and one ADA space onsite and four additional standard spaces partially overlapping the access easement. Source: Parking Generation Manual (11th Edition), ITE, 2023; referenced Fehr & Peers, May 2024. ITE estimates should be interpreted with some caution, as their site surveys typically occur in auto-oriented suburban communities and may cover a range of site operations with varying 94 Page 4 of 6 consistency with the proposed project. ITE data is also quite old, with data collection occurring in the 1990s and 2000s. For these reasons, ITE has a tendency to slightly overestimate parking demand for most land uses on the Peninsula, and may not reflect contemporary usage of self- storage facilities in particular. As shown in Table 1, ITE suggests that the Project would generate an average demand of six parking spaces, which is accommodated in the project’s proposed parking supply of nine spaces. ITE notes that average parking demand is comparable on weekdays and weekend days. Comparable Site Counts The project sponsor has noted that ITE data collection does not reflect typical usage patterns observed at comparable sites, as most parking demand at these sites is associated with occasional loading and unloading of cars and small trucks. Vehicle trips are infrequently generated by office uses and employees. To substantiate these observations, the project sponsor provided two days of parking counts at four comparable California infill self-storage facilities. Counts were conducted on Monday, June 18th, and Tuesday, June 19th. All sites are established self-storage facilities with greater than 90 percent occupancy. As illustrated in Table 2, little parking demand occurs at these sites: all sites saw zero to two spaces occupied at various points of the day, and always had spaces available even with only four to six spaces provided. These counts suggest that ITE data is not representative of comparable site operations. Table 2: Parking Supply and Demand Summary Site Gross Square Footage Parking Supply Date of Observation Parking Demand 10:00 AM 1:00 PM 4:00 PM US Storage Centers Gardena, CA 620 West 184th Street 62,708 6 (5 + 1 ADA) Monday, June 18th, 2024 0 0 0 Tuesday, June 19th, 2024 0 0 0 US Storage Centers Los Angeles, CA 15237 S Brand Blvd 101,336 6 (4 + 2 ADA) Monday, June 18th, 2024 1 1 1 Tuesday, June 19th, 2024 1 2 2 US Storage Centers Simi Valley, CA 2073 Royal Avenue 83,800 5 (4 + 1 ADA) Monday, June 18th, 2024 0 0 0 Tuesday, June 19th, 2024 0 0 1 US Storage Centers Inglewood, CA 820 Industrial Avenue 54,000 4 (3 + 1 ADA) Monday, June 18th, 2024 2 1 1 Tuesday, June 19th, 2024 1 2 1 Source: US Storage Centers, via Buchanan Street Partners 95 Page 5 of 6 Findings Based on a review of ITE data and the project sponsor’s data collection for comparable sites, the proposed on-site parking supply of eight standard spaces and one ADA space is expected to be sufficient to handle demand. While ITE suggests that parking demand of around six spaces, comparable site counts indicate that actual peak demand may be around one or two spaces on a typical day. Regardless, the project’s proposed supply is expected to meet demand. Potential Parking Management Strategies Should onsite parking demand periodically exceed proposed supply, the project sponsor may manage potential imbalances through a shared overflow parking agreement with the neighboring parcel that shares the same driveway, coordinating reservations for new move ins, and/or directing employees to park on-street. On-street parking may also provide overflow space for customers, particularly during evening and weekend periods when neighboring businesses are less active. The City may also consider extending overnight parking restrictions to Lowrie Street in order to promote more turnover and limit long-term truck and RV parking. These strategies are not anticipated to be necessary for regular business operations, but should be monitored in the event that actual demand is higher than expected. On-Site Loading Chapter 20.330 of the City’s Zoning Code states that “every new building, and every building enlarged by more than 5,000 square feet that is to be occupied by a manufacturing establishment, storage facility, warehouse facility, parcel hub, live-work development, retail store, eating and drinking, wholesale store, market, hotel, hospital, mortuary, laundry, drycleaning establishment, or other use similarly requiring the receipt or distribution by vehicles or trucks of material or merchandise shall provide off-street loading and unloading areas.” Specifically, the City requires off-street loading facilities for storage facilities “requiring the receipt or distribution by vehicles or trucks of material or merchandise.” The City does not differentiate loading requirements for self-storage facilities compared to industrial storage and warehouse facilities, although the loading needs are different. Self-storage facilities are typically served by cars, pickup trucks, and small box trucks (e.g. U-Haul or Penske rentals) while larger semi trucks are rarely used. These smaller vehicles are typically able to fit within standard parking spaces and do not require specialized loading zones. The project’s site plan contains nine parking spaces, including three spaces adjacent to striped areas that can provide more flexibility for box trucks as needed. Consequently, the project’s site plan is expected to sufficiently accommodate a typical range of loading activities. 96 Page 6 of 6 Conclusion The project’s parking supply appears adequate to handle typical demand. The proposed parking supply of nine spaces should meet or exceed the typical demand of one or two spaces, and can reasonably accommodate surges in demand. The on-street supply on San Mateo Avenue and Lowrie Street is also available for overflow during some times of day. Should onsite parking demand periodically exceed proposed supply, the project sponsor may manage potential imbalances through a shared overflow parking agreement with the neighboring parcel that shares the same driveway, coordinating reservations for new move ins, and/or directing employees to park on-street. 97 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist Appendix B 1341 San Mateo Transportation Study Fehr & Peers, September 6, 2024 98 345 California Street | Suite 450 | San Francisco, CA 94104 | (415) 348-0300 | www.fehrandpeers.com Memorandum Date: September 6, 2024 To: Jon Suddarth, Buchanan Street Partners From: Daniel Jacobson and Kelly Bond, Fehr & Peers Subject: 1341 San Mateo Transportation Study SF24-1361 This technical memorandum presents the results of a trip generation analysis for proposed self storage facility located at 1341 San Mateo Avenue in the Lindenville District of South San Francisco, California. The purpose of this memorandum is to analyze trip generation, site access, and circulation for the proposed project to determine if additional analysis is required per the City’s Transportation Analysis Guidelines. It concludes that the project would generate fewer than 110 net new trips per day and would not pose site access or circulation conflicts. Based on these findings, no additional analysis is required. Project Description and Site Context The project site is located on San Mateo Avenue, a two-lane street that connects the Lindenville District with Downtown South San Francisco and the City of San Bruno. San Mateo Avenue is approximately 45 feet wide from curb to curb, and contains one lane in each direction as well as on-street parking. Sidewalks approximately five feet wide are located on both sides of the street. Existing site access is provided via San Mateo Avenue, while egress is provided via Lowrie Avenue, a minor side street that parallels San Mateo Avenue. The project site is located about one-half mile from US-101 and the San Bruno BART Station. Upon completion of the Southline development, the site will also be accessible to I-280 and SR-82 (El Camino Real) via South Linden Avenue to the south. The project site is presently occupied by an existing office/lab building of approximately 27,008 square feet and 30 parking spaces. The site is located in a mixed industrial zone, which conditionally permits self-storage uses along with other light industrial and warehouse uses. Other surrounding businesses include automobile repair and service providers, concrete and granite suppliers, and storage facilities. 99 Page 2 of 3 The proposed project includes a new self-storage facility including an office, a lobby, and a basement across three stories. The total proposed square footage would be up to 59,893. The project includes nine parking spaces, including one accessible space. Five parking spaces would be accommodated fully within the project site, while four spaces would partially overlap the site’s access easement. Loading activities would occur within designated parking spaces and adjacent striped areas. Figure 1 illustrates the project site plan. Figure 1: Project Site Plan Analysis Requirements Consistent with State CEQA guidelines section 15064.3, the City of South San Francisco has adopted the thresholds of significance for vehicle miles traveled (VMT) analysis under CEQA (City Council Resolution 77-2020). Absent substantial evidence indicating that a project would generate a potentially significant level of VMT, or inconsistency with an adopted plan, projects that generate or attract fewer than 110 trips per day may be presumed to have a less-than-significant impact on VMT. The City of South San Francisco uses a similar 110 net new trips per day to guide the level of review and analysis suggested in its Transportation Analysis Guidelines . The Guidelines delineate project analysis requirements by Tiers to assist project applicants in determining the appropriate level of transportation analysis for their projects. “Tier 0” projects are projects that generate fewer 100 Page 3 of 3 than 110 daily trips; such projects are exempt from preparing a transportation impact analysis. Similarly, the City’s Municipal Code (20.400) requires aa transportation demand management (TDM) program for warehouse and distribution facilities only if they generate greater than 100 daily trips.1 Project Analysis Trip Generation Trip generation refers to the process of estimating the vehicular traffic a project would add to the surrounding roadway system. Project trip generation estimates are typically prepared for a daily timeframe and one-hour peak periods during the weekday morning and evening commute, when traffic volumes on the adjacent streets are typically the highest. The Institute of Transportation Engineers (ITE) has published trip generation rates in their Trip Generation Manual (10th Edition) based on comparable site surveys. The project’s land use is categorized under Land Use Code 151, Mini-Warehouse, which is defined as providing individual units or vaults that are rented for the storage of goods. The vehicle trip generation was estimated for the existing site uses, as well as the proposed project, as detailed in Table 1 for the daily, morning, and evening peak hour condition. Based on site observations, the existing light industrial uses appear to generate at least 46 daily trips, as 23 of the 30 spaces onsite were occupied at the time field observations took place.2 Consequently, the project would generate a net increase of about 41 daily trips or less. Table 1: Project Trip Generation Scenario Building KSF Parking Spaces Daily Trips AM Peak Hour PM Peak Hour In Out Total In Out Total Existing 27.0 30 >46 Not Applicable Proposed Project 59.9 5 87 3 2 8 4 5 9 Net Change +32.9 -25 +41 (or less) Not Applicable Notes: 1. ITE land use category 151 – Mini-Warehouse (Adj Streets, 7-9A, 4-6P): Daily: (T) = 1.45 (X); AM Peak Hour: T = 0.09 (X); Enter = 59%; Exit = 41%’ PM Peak Hour: T = 0.15 (X); Enter = 47%; Exit = 53%; KSF = 1,000 Square Feet Source: Trip Generation Manual (11th Edition), Web Version 2.3.1, ITE, 2021; referenced Fehr & Peers, May 2024. 1 South San Francisco Municipal Code Section 20.400.002. 2 Typically, existing trip generation would be calculated via driveway counts; however, due to the shared driveway condition with the neighboring parcel, site-specific counts were infeasible. Site observations were conducted on Thursday, April 24, 2024 to confirm midday parking occupancy as an indicator of daily trips. 101 Page 4 of 3 Based on this analysis, the project would generate fewer than 110 net new daily trips. Additionally, the project applicant has noted that comparable self-storage facilities primarily serve local customers: about two-thirds of customers at similar sites live within three miles, and three- quarters live within five miles. Since the project would generate fewer than 110 daily trips and does not present any usual travel behavior characteristics, it is presumed to have a less-than- significant impact to VMT and meets the characterization of a Tier 0 project under the City’s Transportation Analysis Guidelines. Similarly, it would generate fewer than 100 trips and therefore is not required to implement a TDM program under the City’s TDM Ordinance. Consistency with Plans and Policies The project is located within a Mixed Industrial-High (MIH) zone, which conditionally permits self- storage uses along with other light industrial and warehouse uses. The project’s trip generation and travel behavior would be consistent with the uses envisioned for this zone. The project is located within the Lindenville Specific Plan area. The Lindenville Specific Plan is a guiding document to help realize the General Plan's vision for a mixed-use neighborhood, employment hub, and cultural center of South San Francisco. The Plan seeks to preserve the city's industrial heritage while providing a wider mixed of uses in the district. Table 2 summarizes mobility goals and policies included in the specific plan. Table 2 Lindenville Specific Plan Mobility Goals and Policies # Goal Project-Related Policies & Actions MOB- 1 Multi-modal travel options are readily available and offer equal levels of comfort. Policy MOB-1.1: Establish key pedestrian-oriented streets. Transform streets with higher density mixed use development and arts and makers uses into welcoming pedestrian environments with street trees, lighting, and landscaping. Create a relaxing pedestrian environment along a rehabilitated Colma Creek. Policy MOB 1.2: Establish key low-stress bicycle routes. Facilitate seamless low-stress bicycle connections to Lindenville via South Spruce Avenue, Centennial Way Trail, and Tanforan Avenue, accompanied by feeder routes to access local destinations. Policy MOB 1.3: Establish high-quality transit facilities. Prioritize public transit mobility and facilities on South Spruce Avenue and at shuttle hubs at major employment centers. Policy MOB 1.4: Facilitate vehicle access in and out of Lindenville. Accommodate regional auto access to US-101 and I-380 via Southline Avenue, San Mateo Avenue, South Airport Boulevard, and an extension of Utah Avenue. Policy MOB 1.5: Prioritize safety. Prioritize safety and accessibility over speed and vehicle flow in all streetscape and intersection projects. 102 Page 5 of 3 # Goal Project-Related Policies & Actions Policy MOB 1.6: Plan for the future. Incorporate design choices, like flexible curb space, that futureproof the transportation network for emerging technologies like autonomous vehicles. MOB- 2 There are high-quality connections to Downtown, El Camino, East of 101, and regional destinations for all modes. Policy MOB 2.1: Connect bicyclists and pedestrians to Lindenville. Complete low-stress bicycle and pedestrian connections to the Centennial Way Trail, Bay Trail, and the Colma Creek Greenbelt. Policy MOB 2.2: Connect regional transit riders to Lindenville. Work with SamTrans and individual employers to maintain high frequency, high- capacity transit service with direct connections to the South San Francisco Caltrain station and the San Bruno BART station. Policy MOB 2.3: Provide drivers direct connections to Lindenville. Add vehicle capacity to reach East of 101 and farther destinations by completing the Utah Avenue interchange project including a reconfiguration of southbound US-101 ramps. MOB- 3 Lindenville’s transportation offerings and streetscape design support a vibrant mixed use district. Policy MOB 3.1: Apply TDM requirements. Apply and enforce the citywide Transportation Demand Management (TDM) ordinance for new development in Lindenville. Policy MOB 3.2: Add new connections. Create short blocks with new streets, alleys, and pathways to support connections for people who walk, bike, or use other micromobility options. Policy MOB 3.3: Prioritize pedestrian and bike access. Require property owners to prioritize pedestrian and bicycle access in site design in the mixed use and office corridors and de-emphasize vehicle access using design, wayfinding, and building amenities. Policy MOB 3.4: Overhaul key streets, support gradual shift elsewhere. Encourage land use transition and mode shift by overhauling the transportation experience on select corridors (e.g., South Spruce Avenue and South Canal Street) and taking a more gradual approach on others (e.g., South Linden Avenue and Victory Avenue). Incremental changes might include converting some parking to parklets and pick-up/drop-off zones and providing pedestrian bulbouts at crosswalks. Policy MOB 3.5: Facilitate safe truck activity. Use traffic calming features and slower speed limits to facilitate safe truck interaction with other modes in districts zoned for industrial and commercial uses while phasing in weight limits and large truck restrictions in the districts zoned for mixed use. Policy MOB 3.6: Incorporate stormwater management. Integrate blue- green infrastructure within the street right of way and curb-to-curb widths where appropriate to meet stormwater goals. 103 Page 6 of 3 The Lindenville Specific Plan seeks to widen sidewalks along San Mateo Avenue from five feet to seven feet over time in order to improve walkability, noting that the street’s right-of-way is typically 60 feet. A site survey was not available for review so the exact right-of-way line is unknown. Nonetheless, the project would not preclude these changes, but may improve its compatibility with this long-term vision by accommodating a seven foot sidewalk along its frontage. Figure 2: Lindenville Specific Plan – San Mateo Avenue Vision The City of South San Francisco has identified a need for intersection improvements at nearby intersections to the Project site to accommodate planned growth in the Lindenville Specific Plan while improving safety and operations. Specifically, intersection improvements have been identified at San Mateo Avenue/South Linden Avenue and San Mateo Avenue/Produce Avenue/Airport Boulevard. However, given the project’s limited trip generation, it is not expected to materially affect the operations or safety of these intersections, and no further analysis is suggested. Since the project’s proposed use and travel behavior is consistent with existing zoning and the Lindenville Specific Plan and would not preclude planned changes to adjacent streets, the project would not pose any conflicts with city plans and policies. Site Plan Review The project would use existing driveways, which include adequate sight distances for project- related travel. Autos and trucks would enter via San Mateo Avenue and exit via Lowrie Avenue. One existing driveway on Lowrie Avenue would be reclassified for refuse collection only. The driveways would be used to access on-site parking and loading zones. Loading would occur onsite within designated parking spaces and adjacent striped areas. Pedestrian and bicycle access 104 Page 7 of 3 would be provided via sidewalks connecting to existing sidewalks along both San Mateo Avenue and Lowrie Avenue. The Project is located adjacent to existing light industrial, warehouse, and office/lab uses. All driveways, pedestrian connections, bicycle connections, and loading areas can be accessed without exacerbating conflicts between roadway users and would be designed consistent with applicable design standards. The Project’s site plan does not present any potential design hazards or include any uses that are incompatible with the surrounding land use or the existing roadway system. The Project would not include features that would alter emergency vehicle access routes or roadway facilities. Emergency vehicles would have full access to the Project site from all driveways connecting to adjacent streets; each driveway would be equipped to handle all types of emergency vehicles. Conclusion The proposed project would generate fewer than 110 net-new daily vehicle trips, which qualifies as a small project that is presumed to have a less-than-significant impact to vehicle miles traveled. The project is consistent with applicable plans and policies within the City of South San Francisco; compatibility with the City’s long-term vision would be enhanced by accommodating a wider seven foot sidewalk along its San Mateo Avenue frontage. The project would use existing driveways which include adequate sight distances, and does not present any potential design hazards or include any uses that are incompatible with the surrounding land use or the existing roadway system. The Project would not include features that would alter emergency vehicle access routes or roadway facilities. For these reasons, the Project qualifies as a Tier 0 project under the City of South San Francisco’s Transportation Analysis Guidelines, and is exempt from preparing a transportation impact analysis and implementing a transportation demand management program. 105 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist Appendix C California Emissions Estimator Model, Construction Period Criteria Pollutant Emissions Lamphier-Gregory, September 2024 106 CalEEMod Emissions Calculator - Project with Minimal Grading 1341 San Mateo Avenue Appendix C1 September 2024 1. Basic Project Information 1.1 Basic Project Information Data Field Value Project Name SSF Storage 9-15 Construction Start Date 1/6/2025 Lead Agency Land Use Scale Project/site Analysis Level for Defaults County Windspeed (m/s)4.6 Precipitation (days)37.8 Location 37.64384781502967, -122.41123471388181 County San Mateo City South San Francisco Air District Bay Area AQMD Air Basin San Francisco Bay Area TAZ 1292 EDFZ 1 Electric Utility Pacific Gas & Electric Company Gas Utility Pacific Gas & Electric App Version 2022.1.1.28 1.2 Land Use Types Land Use Subtype Size Unit Lot Ac.Building sf Lndscape sf Special Land sf Unrefrigerated Warehouse-No Rail 59.9 1000 sqft 0.69 59,900 3,735 1,599 2. Emissions Summary 2.1 Construction Emissions Compared Against Thresholds Un/Mit.ROG NOx PM10E PM2.5E Daily, Summer (Max) Unmit.125.113 5.589 0.221 0.204 Daily, Winter (Max) Unmit.1.105 10.085 0.464 0.427 Average Daily (Max) Unmit.1.907 1.915 0.072 0.066 Annual (Max) Unmit.0.348 0.350 0.013 0.012 2.2 Construction Emissions by Year, Unmitigated Year ROG NOx PM10E PM2.5E Daily - Summer (Max) 2025 125.11 5.59 0.22 0.20 Daily - Winter (Max) 2025 1.105 10.085 0.464 0.427 Average Daily 2025 1.907 1.915 0.072 0.066 Annual 2025 0.348 0.350 0.013 0.012 107 CalEEMod Emissions Calculator - Project with Minimal Grading 1341 San Mateo Avenue Appendix C1 September 2024 3. Construction Emissions Details 3.1 Demolition (2025) - Unmitigated Location ROG NOx PM10E PM2.5E Onsite Daily, Summer (Max) Daily, Winter (Max) Off-Road Equipment 0.468 4.331 0.156 0.144 Demolition Onsite truck 0 0 0 0 Average Daily Off-Road Equipment 0.013 0.119 0.004 0.004 Demolition Onsite truck 0 0 0 0 Annual Off-Road Equipment 0.002 0.022 0.001 0.001 Demolition Onsite truck 0 0 0 0 Offsite Daily, Summer (Max) Daily, Winter (Max) Worker 0.024 0.024 0 0 Vendor 0 0 0 0 Hauling 0.057 3.949 0.028 0.028 Average Daily Worker 0.001 0.001 0 0 Vendor 0 0 0 0 Hauling 0.002 0.107 0.001 0.001 Annual Worker 0.000 0.000 0 0 Vendor 0 0 0 0 Hauling 0.000 0.019 0.000 0.000 108 CalEEMod Emissions Calculator - Project with Minimal Grading 1341 San Mateo Avenue Appendix C1 September 2024 3.3 Site Preparation (2025) - Unmitigated Location ROG NOx PM10E PM2.5E Onsite Daily, Summer (Max) Daily, Winter (Max) Off-Road Equipment 0.471 4.161 0.213 0.196 Dust From Material Movement Onsite truck 0 0 0 0 Average Daily Off-Road Equipment 0.001 0.011 0.001 0.001 Dust From Material Movement Onsite truck 0 0 0 0 Annual Off-Road Equipment 0.000 0.002 0.000 0.000 Dust From Material Movement Onsite truck 0 0 0 0 Offsite Daily, Summer (Max) Daily, Winter (Max) Worker 0.012 0.012 0 0 Vendor 0 0 0 0 Hauling 0.070 4.825 0.034 0.034 Average Daily Worker 0.000 0.000 0 0 Vendor 0 0 0 0 Hauling 0.000 0.013 0.000 0.000 Annual Worker 0.000 0.000 0 0 Vendor 0 0 0 0 Hauling 0.000 0.002 0.000 0.000 109 CalEEMod Emissions Calculator - Project with Minimal Grading 1341 San Mateo Avenue Appendix C1 September 2024 3.5 Grading (2025) - Unmitigated Location ROG NOx PM10E PM2.5E Onsite Daily, Summer (Max) Daily, Winter (Max) Off-Road Equipment 1.087 10.067 0.464 0.427 Dust From Material Movement Onsite truck 0 0 0 0 Average Daily Off-Road Equipment 0.006 0.055 0.003 0.002 Dust From Material Movement Onsite truck 0 0 0 0 Annual Off-Road Equipment 0.001 0.010 0.000 0.000 Dust From Material Movement Onsite truck 0 0 0 0 Offsite Daily, Summer (Max) Daily, Winter (Max) Worker 0.018 0.018 0 0 Vendor 0 0 0 0 Hauling 0 0 0 0 Average Daily Worker 0.000 0.000 0 0 Vendor 0 0 0 0 Hauling 0 0 0 0 Annual Worker 0.000 0.000 0 0 Vendor 0 0 0 0 Hauling 0 0 0 0 110 CalEEMod Emissions Calculator - Project with Minimal Grading 1341 San Mateo Avenue Appendix C1 September 2024 3.7 Building Construction (2025) - Unmitigated Location ROG NOx PM10E PM2.5E Onsite Daily, Summer (Max) Off-Road Equipment 0.521 5.140 0.218 0.200 Onsite truck 0 0 0 0 Daily, Winter (Max) Off-Road Equipment 0.521 5.140 0.218 0.200 Onsite truck 0 0 0 0 Average Daily Off-Road Equipment 0.143 1.408 0.060 0.055 Onsite truck 0 0 0 0 Annual Off-Road Equipment 0.026 0.257 0.011 0.010 Onsite truck 0 0 0 0 Offsite Daily, Summer (Max) Worker 0.061 0.046 0 0 Vendor 0.010 0.404 0.004 0.004 Hauling 0 0 0 0 Daily, Winter (Max) Worker 0.060 0.062 0 0 Vendor 0.009 0.422 0.004 0.004 Hauling 0 0 0 0 Average Daily Worker 0.016 0.015 0 0 Vendor 0.003 0.114 0.001 0.001 Hauling 0 0 0 0 Annual Worker 0.003 0.003 0 0 Vendor 0.000 0.021 0.000 0.000 Hauling 0 0 0 0 111 CalEEMod Emissions Calculator - Project with Minimal Grading 1341 San Mateo Avenue Appendix C1 September 2024 3.9 Paving (2025) - Unmitigated Location ROG NOx PM10E PM2.5E Onsite Daily, Summer (Max) Off-Road Equipment 0.508 4.374 0.194 0.178 Paving 0.151 Onsite truck 0 0 0 0 Daily, Winter (Max) Average Daily Off-Road Equipment 0.007 0.060 0.003 0.002 Paving 0.002 Onsite truck 0 0 0 0 Annual Off-Road Equipment 0.001 0.011 0.000 0.000 Paving 0.000 Onsite truck 0 0 0 0 Offsite Daily, Summer (Max) Worker 0.042 0.032 0 0 Vendor 0 0 0 0 Hauling 0 0 0 0 Daily, Winter (Max) Average Daily Worker 0.001 0.001 0 0 Vendor 0 0 0 0 Hauling 0 0 0 0 Annual Worker 0.000 0.000 0 0 Vendor 0 0 0 0 Hauling 0 0 0 0 112 CalEEMod Emissions Calculator - Project with Minimal Grading 1341 San Mateo Avenue Appendix C1 September 2024 3.11 Architectural Coating (2025) - Unmitigated Location ROG NOx PM10E PM2.5E Onsite Daily, Summer (Max) Off-Road Equipment 0.128 0.882 0.027 0.025 Architectural Coatings 124.972 Onsite truck 0 0 0 0 Daily, Winter (Max) Average Daily Off-Road Equipment 0.002 0.012 0.000 0.000 Architectural Coatings 1.712 Onsite truck 0 0 0 0 Annual Off-Road Equipment 0.000 0.002 0.000 0.000 Architectural Coatings 0.312 Onsite truck 0 0 0 0 Offsite Daily, Summer (Max) Worker 0.012 0.009 0 0 Vendor 0 0 0 0 Hauling 0 0 0 0 Daily, Winter (Max) Average Daily Worker 0.000 0.000 0 0 Vendor 0 0 0 0 Hauling 0 0 0 0 Annual Worker 0.000 0.000 0 0 Vendor 0 0 0 0 Hauling 0 0 0 0 113 CalEEMod Emissions Calculator - Project with Minimal Grading 1341 San Mateo Avenue Appendix C1 September 2024 5. Activity Data 5.1 Construction Schedule Phase Name Phase Type Start Date End Date Days Per Week Work Days/ Phase Demolition Demolition 1/6/2025 1/20/2025 5 10 Site Preparation Site Preparation 1/21/2025 1/22/2025 5 1 Grading Grading 1/23/2025 1/25/2025 5 2 Building Construction Building Constructio n 1/26/2025 6/15/2025 5 100 Paving Paving 6/16/2025 6/23/2025 5 5 Architectural Coating Architecture Coating 6/24/2025 7/1/2025 5 5 5.5 Architectural Coatings Phase Name Res Interior Coated (sq ft) Res Exterior Coated (sq ft) Non-Resl Interior Coat (sq ft) Non-Res Exterior Coat (sq ft) Parking Area Coated (sq ft) Architectural Coating 0 0 89,850 29,950 5.6. Dust Mitigation 5.6.1 Construction Earthmoving Activities Phase Name Material Imported (CY) Material Exported (CY) Acres Graded (acres) Material Demo - Bldg SF Acres Paved (acres) Demolition 0 0 0 27,000 Site Preparation 300 0.5 0 Grading 1.5 0 Paving 0 0 0 0 0.36 5.7 Construction Paving Land Use Area Paved (acres)% Asphalt Unrefrigerated Warehouse-No Rail 0.36 80 8 User Changes to Default Data Screen Justification Land Use Construction: Paving 0.36 acres paved per SWCP lot = 0.69 acres, landscape per SWCP, Special landscape = Bio- retention area per SWCP 114 CalEEMod Emissions Calculator - Project with Excavation 3041 San Mateo, SSF Appendix C2 September 2024 1. Basic Project Information 1.1 Basic Project Information Data Field Value Project Name SSF Storage 9-15 with excavation Construction Start Date 1/6/2025 Lead Agency Land Use Scale Project/site Analysis Level for Defaults County Windspeed (m/s)4.6 Precipitation (days)37.8 Location 37.64384781502967, -122.41123471388181 County San Mateo City South San Francisco Air District Bay Area AQMD Air Basin San Francisco Bay Area TAZ 1292 EDFZ 1 Electric Utility Pacific Gas & Electric Company Gas Utility Pacific Gas & Electric App Version 2022.1.1.28 1.2 Land Use Types Land Use Subtype Size Unit Lot Acreage Bldg Area (sf) Landscape Area (sf) Special Lands. Unrefrigerated Warehouse-No Rail 59.9 1000sqft 0.69 59900 3735 1599 2. Emissions Summary 2.1 Construction Emissions Compared Against Thresholds Un/Mit.ROG NOx PM10E PM2.5E Daily, Summer (Max) Unmit.125.11 5.58 0.22 0.2 Daily, Winter (Max) Unmit.2.23 125.8 1.07 1.06 Average Daily (Max) Unmit.1.910 2.230 0.070 0.060 Annual (Max) Unmit.0.348 0.407 0.013 0.012 115 CalEEMod Emissions Calculator - Project with Excavation 3041 San Mateo, SSF Appendix C2 September 2024 3. Construction Emissions Details 3.1 Demolition (2025) - Unmitigated Location ROG NOx PM10E PM2.5E Onsite Daily, Summer (Max) Daily, Winter (Max) Off-Road Equipment 0.460 4.33 0.16 0.14 Demolition Onsite truck 0 0 0 0 Average Daily Off-Road Equipment 0.012 0.118 0.004 0.003 Demolition Onsite truck 0 0 0 0 Annual Off-Road Equipment 0.002 0.021 0 0 Demolition Onsite truck 0 0 0 0 Offsite Daily, Summer (Max) Daily, Winter (Max) Worker 0.024 0.024 0 0 Vendor 0 0 0 0 Hauling 0.057 3.948 0.028 0.028 Average Daily Worker 0 0 0 0 Vendor 0 0 0 0 Hauling 0.001 0.106 0 0 Annual Worker 0 0 0 0 Vendor 0 0 0 0 Hauling 0 0.019 0 0 116 CalEEMod Emissions Calculator - Project with Excavation 3041 San Mateo, SSF Appendix C2 September 2024 3.3 Site Preparation (2025) - Unmitigated Location ROG NOx PM10E PM2.5E Onsite Daily, Summer (Max) Daily, Winter (Max) Off-Road Equipment 0.471 4.161 0.213 0.196 Dust From Material Movement Onsite truck 0 0 0 0 Average Daily Off-Road Equipment 0.001 0.011 0.001 0.001 Dust From Material Movement Onsite truck 0 0 0 0 Annual Off-Road Equipment 0 0.002 0 0 Dust From Material Movement Onsite truck 0 0 0 0 Offsite Daily, Summer (Max) Daily, Winter (Max) Worker 0.012 0.012 0 0 Vendor 0 0 0 0 Hauling 1.7523 121.632 0.866 0.866Average Daily Worker 0 0 0 0Vendor0000 Hauling 0.005 0.328 0.002 0.002 Annual Worker 0 0 0 0 Vendor 0 0 0 0 117 CalEEMod Emissions Calculator - Project with Excavation 1341 San Mateo, SSF Appendix C2 September 2024 3.5 Grading (2025) - Unmitigated Location ROG NOx PM10E PM2.5E Onsite Daily, Summer (Max) Daily, Winter (Max) Off-Road Equipment 1.087 10.067 0.464 0.427 Dust From Material Movement Onsite truck 0 0 0 0 Average Daily Off-Road Equipment 0.006 0.055 0.002 0.002 Dust From Material Movement Onsite truck 0 0 0 0 Annual Off-Road Equipment 0.001 0.01 0 0 Dust From Material Movement Onsite truck 0 0 0 0 Offsite Daily, Summer (Max) Daily, Winter (Max) Worker 0.018 0.018 0 0 Vendor 0 0 0 0 Hauling 0 0 0 0 Average Daily Worker 0 0 0 0 Vendor 0 0 0 0 Hauling 0 0 0 0 Annual Worker 0 0 0 0 Vendor 0 0 0 0 Hauling 0 0 0 0 118 CalEEMod Emissions Calculator - Project with Excavation 1341 San Mateo, SSF Appendix C2 September 2024 3.7 Building Construction (2025) - Unmitigated ROG NOx PM10E PM2.5E Onsite Daily, Summer (Max) Off-Road Equipment 0.521 5.14 0.217 0.2 Onsite truck 0 0 0 0 Daily, Winter (Max) Off-Road Equipment 0.521 5.140 0.218 0.200 Onsite truck 0 0 0 0 Average Daily Off-Road Equipment 0.143 1.408 0.060 0.055 Onsite truck 0 0 0 0 Annual Off-Road Equipment 0.026 0.257 0.011 0.01 Onsite truck 0 0 0 0 Offsite Daily, Summer (Max) Worker 0.061 0.046 0 0 Vendor 0.010 0.404 0.004 0.004 Hauling 0 0 0 0 Daily, Winter (Max) Worker 0.060 0.062 0 0 Vendor 0.009 0.422 0.004 0.004 Hauling 0 0 0 0 Average Daily Worker 0.016 0.015 0 0 Vendor 0.003 0.114 0.001 0.001 Hauling 0 0 0 0 Annual Worker 0.003 0.003 0 0 Vendor 0.000 0.021 0.000 0.000 Hauling 0 0 0 0 119 CalEEMod Emissions Calculator - Project with Excavation 1341 San Mateo, SSF Appendix C2 September 2024 3.9 Paving (2025) - Unmitigated ROG NOx PM10E PM2.5E Onsite Daily, Summer (Max) Off-Road Equipment 0.507 4.374 0.194 0.178 Paving 0.151 Onsite truck 0 0 0 0 Daily, Winter (Max) Average Daily Off-Road Equipment 0.007 0.060 0.003 0.002 Paving 0.002 Onsite truck 0 0 0 0 Annual Off-Road Equipment 0.001 0.011 0.000 0.000 Paving 0.000 Onsite truck 0 0 0 0 Offsite Daily, Summer (Max) Worker 0.042 0.032 0 0 Vendor 0 0 0 0 Hauling 0 0 0 0 Daily, Winter (Max) Average Daily Worker 0.001 0.001 0 0 Vendor 0 0 0 0 Hauling 0 0 0 0 Annual Worker 0.000 0.000 0 0 Vendor 0 0 0 0 Hauling 0 0 0 0 120 CalEEMod Emissions Calculator - Project with Excavation 1341 San Mateo, SSF Appendix C2 September 2024 3.11 Architectural Coating (2025) - Unmitigated Location ROG NOx PM10E PM2.5E Onsite Daily, Summer (Max) Off-Road Equipment 0.128 0.882 0.027 0.025 Architectural Coatings 124.972 Onsite truck 0 0 0 0 Daily, Winter (Max) Average Daily Off-Road Equipment 0.002 0.012 0.000 0.000 Architectural Coatings 1.712 Onsite truck 0 0 0 0 Annual Off-Road Equipment 0.000 0.002 0.000 0.000 Architectural Coatings 0.312 Onsite truck 0 0 0 0 Offsite Daily, Summer (Max) Worker 0.012 0.009 0 0 Vendor 0 0 0 0 Hauling 0 0 0 0 Daily, Winter (Max) Average Daily Worker 0.000 0.000 0 0 Vendor 0 0 0 0 Hauling 0 0 0 0 Annual Worker 0.000 0.000 0 0 Vendor 0 0 0 0 Hauling 0 0 0 0 121 CalEEMod Emissions Calculator - Project with Excavation 1341 San Mateo, SSF Appendix C2 September 2024 5. Activity Data 5.1 Construction Schedule Phase Name Phase Type Start Date End Date Days Per Week Work Days per Phase Demolition Demolition 1/6/2025 1/20/2025 5 10 Site Preparation Site Prepara 1/21/2025 1/22/2025 5 1 Grading Grading 1/23/2025 1/25/2025 5 2 Building Construction Building Con1/26/2025 6/15/2025 5 100 Paving Paving 6/16/2025 6/23/2025 5 5 Architectural Coating Architectura6/24/2025 7/1/2025 5 5 5.6. Dust Mitigation 5.6.1 Construction Earthmoving Activities Phase Name Material Imported (CY) Material Exported (CY) Acres Graded (acres) Material Demo'd (Bldg SF) Acres Paved (acres) Demolition 0 0 0 27,000 Site Preparation 3,830.00 3,830.00 0.5 0 Grading 1.5 0 Paving 0 0 0 0 0.36 5.7 Construction Paving Land Use Area Paved (acres)% Asphalt Unrefrigerated Warehouse-No Rail 0.36 80 122 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist Appendix D San Mateo Countywide Water Pollution Prevention Program C.3 and C.6 Development Review Checklist BKF Engineers, September 6, 2024 123 City/County Department Address Phone Website Project Information (Enter information only into blue-highlighted cells - other cells are locked.) I.A Enter Project Data (For “C.3 Regulated Projects,” data will be reported in the municipality’s stormwater Annual Report.) Project Name:Case Number: Project Address:Cross Street: Project APN: Applicant Name:Project Phase No. Applicant Phone: Development Type:Small Single-Family Home Project (<10,000 sq. ft. of created and/or replaced impervious surface1) (check all that apply)Large Single-Family Home Project (≥10,000 sq. ft. of created and/or replaced impervious surface1) Subdivision - Residential: Two or more lot development2 # of units: Multi-Family Residential # of units: Commercial Industrial, Manufacturing Mixed-Use # of units: New, widened or reconstructed roads related to parcel-based projects3 Stand-alone pavement maintenance or construction work, or similar work related to parcel-based projects3 Institutional: schools, libraries, jails, etc. Parks and trails, camp grounds, other recreational Kennels, Ranches Other, Please specify I.A.1 Total Project Area:39,978 square feet (on and off-site) I.A.2 Total Area on-site:30,249 square feet (on the private property) I.A.3 Total Area off-site:9,729 square feet (frontage or area in Public Right of Way being improved) I.A.4 Total Area of land disturbed during construction:39,978 (Include all project on-site and off-site areas of clearing, grading, excavating and stockpiling) I.A.5 Site slope:1 % I.A.6 Certification: Preliminary Calculations Attached Final Calculations Attached Stormwater Control Plan Attached Name of person completing the form:Title: Signature:Date: Phone Number:E-mail:415-930-7932 jlapp@bkf.com I certify that the information provided on this form is correct and acknowledge that, should the project exceed the amount of new and/or replaced impervious surface provided in this form, the as-built project may be subject to additional improvements. Project ManagerJanine Lapp 9/6/2024 _______________________________ 1 Small and Large Detached Single-Family Homes that are not part of a common plan of development2. 2 Common Plans of Development (subdivisions or contiguous, commonly owned lots, for the construction of two or more homes developed within 1 year of each other), and/or constructed with shared utilities, are not considered single family home projects by the MRP. 3 Stand-alone roadway or pavement projects, or pavement work that is part of a project, creating or replacing 5,000 sq. ft. or more of impervious surface may be subject to C.3 requirements - both in public and private areas. See the Roads Factsheet at: www.flowstobay.org/newdevelopment 4 Project description examples: 5-story office building, industrial warehouse, residential with five 4-story buildings for 200 condominiums, etc. 7/1/23 SAN MATEO COUNTY Project Description (Don't include past or future phases)4 Three-story self-storage building with 59,893 sqft. of floor area. The first floor contains traditional storage areas accesssible from theh ground, and lockers accessible via a ladder. Colma Creek Applicant Email Address:jlapp@bkf.com(415) 930-7932 Other redevelopment project as defined by MRP: creating, adding and/or replacing exterior existing impervious surface on a site where past development has occurred. Self-Storage Janine Lapp Project Watershed:015-112-400 & 015-112-760 Lowrie Ave. 1341 San Mateo Avenue 1341 San Mateo Avenue, South San Francisco square feet C.3 and C.6 Development Review Checklist Municipal Regional Stormwater Permit (MRP 3.0) Stormwater Controls for Development Projects COUNTY OF SAN MATEO Planning & Building Department 455 County Center, 2nd Floor Redwood City, CA 94063 BLD: 650-599-7311/PLN: 650-363-1825 http://planning.smcgov.org 124 I.B Is the project a “C.3 Regulated Project” per MRP Provision C.3.b? (Use table below to make determination.) I.B.1 Enter the amount of Impervious surface Retained, Replaced or Created5 by the project (use DMA Table in Worksheet D): Table I.B.1 Impervious6 and Pervious6 Surfaces (Match DMA Summary Table in Worksheet D, if applicable) Pre-Project I.B.1.a I.B.1.b I.B.1.c I.B.1.d I.B.1.e Existing (Pre-Project) Impervious Surface (sq.ft.) Existing Impervious Surface to be Retained5 (sq.ft.) Existing Impervious Surface to be Replaced5 (sq.ft.) New Impervious Surface to be Created5 (sq.ft.) Post-Project Impervious Surface (sq.ft.) (=b+c+d) 28,424 - 23,312 - 23,312 9,721 5,754 3,967 9,721 38,145 5,754 27,279 - 33,033 I.B.1.f 27,279 sq. ft. Existing (Pre-Project) Pervious Surface (sq.ft.) Post-project Pervious Surface (sq.ft.) 167 316 1,666 6,629 - I.B.1.g - 1,833 6,945 39,978 I.B.1.h 82 % 39,978 Check One Yes No I.B.2.a I.B.2.b I.B.2.c I.B.2.d I.B.2.e I.B.2.f I.B.2.g I.B.2.h I.B.2.i I.B.2.j 5 “Retained” means to leave existing impervious surfaces in place; “Replaced” means to install new impervious surface where existing impervious surface is removed anywhere on the same site; and “Created” means the amount of new impervious surface being proposed which exceeds the total amount of existing impervious surface at the site. 6 Per the MRP, pavement that meets the following definition of pervious pavement is NOT an impervious surface: pavement that stores and infiltrates rainfall at a rate equal to immediately surrounding unpaved, landscaped areas, or that stores and infiltrates the rainfall runoff volume described in Provision C.3. Gravel pavement is not pervious unless it is constructed using pervious pavement system designs or runoff flows to adjacent landscaping. Pervious off-site areas include landscaped areas such as parking strips and street trees; off-site pervious pavement includes pervious concrete gutters and interlocking permeable concrete paver sidewalks, etc. 7/1/23 Is I.B.1.f greater than or equal to 43,560 sq.ft, (i.e., one acre)? If YES, project may be subject to Hydromodification Management requirements - complete Worksheet E then go to I.B.2.g. If NO, then go to I.B.2.g. Is I.A.4 greater than or equal to 43,560 sq.ft., (i.e., one acre)? [SWRS Site: Subject to monthly inspections from Oct 1 to April 30; weekly inspections if located in ASBS Watershed] For more information see: www.swrcb.ca.gov/water_issues/programs/stormwater/construction.shtml If YES, check box, obtain coverage under CA Construction General Permit & submit Notice of Intent to municipality- go to I.B.2.h. If NO, then go to I.B.2.h. Is this a Special Project or does it have the potential to be a Special Project? If YES, complete Worksheet F - then continue to I.B.2.i. If NO, go to I.B.2.i. Is this project a Hillside Site? Or a High Priority Site? Hillside Sites include those with ≥ 20% slope (see I.A.5) disturbing greater than or equal to 5,000 square feet. High Priority Sites include: 1) Project that involve grading in excess of 250 c.y. or requiring a Grading or Land Clearing Permit; or 2) Project with land disturbance of: a.) 1 sq. ft. or greater within the Fitzgerald Marine Reserve ASBS Watershed, b.) 1,000 sq. ft. or greater for areas within 100 feet of a creek, wetland, or coastline; or 3) Any public project involving work within a waterway or any private project involving work within a waterway that requires a permit issued by the Planning and Building Department. [SWRS Site: Subject to monthly inspections from Oct 1 to April 30; weekly inspections if located in ASBS Watershed] If YES, complete section G-2 on Worksheet G - then continue to I.B.2.j. and complete the Certification in Section I.A.6 For Municipal Staff Use Only: Are you using Alternative Certification for the project review? If YES, then fill out section G-1 on Worksheet G. Fill out other sections of Worksheet G as appropriate. See cell I.B.1.g above - Is the project installing 3,000 square feet or more of pervious pavement? If YES, then fill out section G-3 on Worksheet G. Add to Municipal Inspection Lists (C.3 and C.3.h) E F G G Is I.B.1.f greater than or equal to 5,000 sq.ft? Or 10,000 sq.ft. for a Large Single-Family Home? (Small Single-Family Homes are exempt) If YES, project is a C.3 Regulated Project - complete Worksheet D. Then continue to I.B.2.f. If NO, then skip to I.B.2.g. A B, C D Does this project involve any earthwork and/or stockpiling of soil, aggregates etc? If YES, then Check Yes, and Complete Worksheet A. If NO, then Check No, and go to I.B.2.b Is I.B.1.f greater than or equal to 2,500 sq.ft? If YES, then the Project is subject to Provision C.3.i. - complete Worksheets B, C and go to I.B.2.c. If NO, go to I.B.2.i - or ask municipal staff for Small Project Checklist. Does the 50% rule apply to the project? Is I.B.1.h 50% or more? If YES, site design, source control and treatment requirements apply to the entire on-site area. Continue to I.B.2.d If NO, these requirements apply only to the impervious surface created and/or replaced. Continue to I.B.2.d Is this project a Roadway Project and is I.B.1.f greater than or equal to 5,000 sq.ft? If YES, project may be C.3 Regulated Project. See the Roadways Fact Sheet at: www.flowstobay.org/newdevelopment If NO, go to I.B.2.e Attach WorksheetReview Steps Pervious Pavement area on-site Green Roof area on-site Pervious Surfaces (PS) (e.g., landscaping, pervious pavement, bioretention areas, parking strips, street trees, etc. - both on-site and off-site) Subtotal: Total Project Area (should be equal to I.A.1) Please review and attach additional worksheets as required below using the Total Impervious Surface (IS) Replaced or Created in cell I.B.1.f from Table I.B.1 above and other factors: All pervious off-site area (e.g., frontage/Public Right of Way)6 Landscaping area on-site I.B.2 50% Rule Calculation Total Impervious Surface Replaced and Created: (sum of totals for columns I.B.1.c and I.B.1.d): Subtotal: Impervious Surfaces (IS) (e.g., sidewalks, driveways, parking areas, patios, roads, rooftops, pools, pathways, etc.) On-site area (within the parcel/private site boundaries) Off-site area (e.g., frontage/other area in Public Right of Way) Post-Project 125 Worksheet A C.6 – Construction Stormwater BMPs Yes TBD Control and prevent the discharge of all potential pollutants, including pavement cutting wastes, paints, concrete, petroleum products, chemicals, wash water or sediments, rinse water from architectural copper, and non-stormwater discharges to storm drains and watercourses. Store, handle, and dispose of construction materials/wastes properly to prevent contact with stormwater. Do not clean, fuel, or maintain vehicles on-site, except in a designated area where wash water is contained and treated. Identify Plan sheet showing the appropriate construction Best Management Practices (BMPs) used on this project: (Applies to all projects with earthwork) Plan Sheet Best Management Practice (BMP) TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD Protect adjacent properties and undisturbed areas from construction impacts using vegetative buffer strips, sediment barriers or filters, dikes, mulching, or other measures as appropriate. Train and provide instruction to all employees/subcontractors re: construction BMPs. Protect all storm drain inlets in vicinity of site using sediment controls such as berms, fiber rolls, or filters. Limit construction access routes and stabilize designated access points. Attach the San Mateo Countywide Water Pollution Prevention Program’s construction BMP plan sheet to project plans and require contractor to implement the applicable BMPs on the plan sheet. Use temporary erosion controls to stabilize all denuded areas until permanent erosion controls are established. Delineate with field markers clearing limits, easements, setbacks, sensitive or critical areas, buffer zones, trees, and drainage courses. Provide notes, specifications, or attachments describing the following: ■ Construction, operation and maintenance of erosion and sediment controls, include inspection frequency; ■ Methods and schedule for grading, excavation, filling, clearing of vegetation, and storage and disposal of excavated or cleared material; ■ Specifications for vegetative cover & mulch, include methods and schedules for planting and fertilization; ■ Provisions for temporary and/or permanent irrigation. Perform clearing and earth moving activities only during dry weather. Use sediment controls or filtration to remove sediment when dewatering and obtain all necessary permits. Trap sediment on-site, using BMPs such as sediment basins or traps, earthen dikes or berms, silt fences, check dams, soil blankets or mats, covers for soil stock piles, etc. Divert on-site runoff around exposed areas; divert off-site runoff around the site (e.g., swales and dikes). 126 Worksheet B C.3 – Source Controls Select appropriate source controls and identify the detail/plan sheet where these elements are shown. Yes Detail/Plan Sheet No. TBD TBD TBD TBD TBD TBD Provide connection to the sanitary sewer to facilitate draining.8 ■ Retain existing vegetation as practicable. ■ Follow ReScape (www.rescapeca.org) principles. Select diverse species appropriate to the site. Include plants that are pest- and/or disease-resistant, drought-tolerant, and/or attract beneficial insects. ■ Minimize use of pesticides and quick-release fertilizers. ■ Use efficient irrigation system; design to minimize runoff. Landscaping Pool/Spa/Fountain Food Service Equipment (non- residential) Features that require source control Source Control Measures (Refer to Local Source Control List for detailed requirements) Storm Drain Floor Drains Parking garage Mark on-site inlets with the words “No Dumping! Flows to Bay” or equivalent. Plumb interior floor drains to sanitary sewer [or prohibit]. Plumb interior parking garage floor drains to sanitary sewer.8 ■ Designate repair/maintenance area indoors, or an outdoors area designed to prevent stormwater run- on and runoff and provide secondary containment. Do not install drains in the secondary containment areas. ■ No floor drains unless pretreated prior to discharge to the sanitary sewer.8 ■ Connect containers or sinks used for parts cleaning to the sanitary sewer.8 Vehicle/ Equipment Repair and Maintenance Fuel Dispensing Areas Loading Docks Vehicle/ Equipment Cleaning ■ Roofed, pave and berm wash area to prevent stormwater run-on and runoff, plumb to the sanitary sewer8, and sign as a designated wash area. ■ Commercial car wash facilities shall discharge to the sanitary sewer.8 Outdoor Equipment/ Materials Storage Provide sink or other area for equipment cleaning, which is: ■ Connected to a grease interceptor prior to sanitary sewer discharge.8 ■ Large enough for the largest mat or piece of equipment to be cleaned. ■ Indoors or in an outdoor roofed area designed to prevent stormwater run-on and run-off, and signed to require equipment washing in this area. ■ Provide a roofed and enclosed area for dumpsters, recycling containers, etc., designed to prevent stormwater run-on and runoff. ■ Connect any drains in or beneath dumpsters, compactors, and tallow bin areas serving food service facilities to the sanitary sewer.8 ■ For more information, see the New Development Projects Litter Reduction Fact Sheet at: https://www.flowstobay.org/wp-content/uploads/2021/06/New-Dev-Litter-Reduction-Fact-Sheet- 060421.pdfPerform process activities either indoors or in roofed outdoor area, designed to prevent stormwater run- on and runoff, and to drain to the sanitary sewer.8 ■ Cover the area or design to avoid pollutant contact with stormwater runoff. ■ Locate area only on paved and contained areas. ■ Roof storage areas that will contain non-hazardous liquids, drain to sanitary sewer8, and contain by berms or similar. Outdoor Process Activities9 Refuse Areas 8 Any connection to the sanitary sewer system is subject to sanitary district approval. 9 Businesses that may have outdoor process activities/equipment include machine shops, auto repair, industries with pretreatment facilities. 10 See the Flowstobay website: https://flowstobay.org/wp-content/uploads/2020/04/ArchitecturalcopperBMPs.pdf ■ Fueling areas shall have impermeable surface that is a) minimally graded to prevent ponding and b) separated from the rest of the site by a grade break. ■ Canopy shall extend at least 10 ft. in each direction from each pump and drain away from fueling area. ■ Cover and/or grade to minimize run-on to and runoff from the loading area. ■ Position downspouts to direct stormwater away from the loading area. ■ Drain water from loading dock areas to the sanitary sewer.8 ■ Install door skirts between the trailers and the building. Design for discharge of fire sprinkler test water to landscape or sanitary sewer.8 ■ Drain condensate of air conditioning units to landscaping. Large air conditioning units may connect to the sanitary sewer.8 ■ Roof drains from equipment drain to landscaped area where practicable. ■ Drain boiler drain lines, roof top equipment, all wash water to sanitary sewer.8 Architectural Copper Rinse Water ■ Drain rinse water to landscaping, discharge to sanitary sewer8, or collect and dispose properly offsite. See flyer “Requirements for Architectural Copper.”10 Miscellaneous Drain or Wash Water Fire Sprinklers 127 Worksheet C Low Impact Development – Site Design Measures Select appropriate site design measures and Identify the Plan Sheet where these elements are shown. Yes Regulated Projects can also consider the following site design measures to reduce treatment system sizing: Yes C4.0 a. Direct roof runoff into cisterns or rain barrels and use rainwater for irrigation or other non-potable use. b. Direct roof runoff onto vegetated areas. c. Direct runoff from sidewalks, walkways, and/or patios onto vegetated areas. Select Appropriate Site Design Measures (Required for C.3 Regulated Projects; all other projects are encouraged to implement site design measures, which may be required at municipality discretion.) Projects that create and/or replace between 2,500 and 5,000 sq.ft. of impervious surface, and detached single family homes that create/replace between 2,500 and 10,000 sq.ft. of impervious surface, must include one of Site Design Measures a through f (Provision C.3.i requirements).10 Larger (>=5,000 sq.ft) projects must also include applicable Site Design Measures g through i. Consult with municipal staff about requirements for your project. Plan Sheet No.Site Design Measures C4.0 i. Minimize impervious surfaces. C4.0 C4.0 C4.0 d. Direct runoff from driveways and/or uncovered parking lots onto vegetated areas. e. Construct sidewalks, walkways, and/or patios with pervious or permeable surfaces. Use the specifications in the C.3 Regulated Projects Guide downloadable at www.flowstobay.org/newdevelopment f. Construct bike lanes, driveways, and/or uncovered parking lots with pervious surfaces. Use the specifications in the C.3 Regulated Projects Guide downloadable at www.flowstobay.org/newdevelopment g. Limit disturbance of natural water bodies and drainage systems; minimize compaction of highly permeable soils; protect slopes and channels; and minimize impacts from stormwater and urban runoff on the biological integrity of natural drainage systems and water bodies; h. Conserve natural areas, including existing trees, other vegetation and soils. 10 See MRP Provision C.3.a.i.(6) for non-C.3 Regulated Projects, C.3.c.i.(2)(a) for Regulated Projects, C.3.i for projects that create/replace between 2,500 and 5,000 sq.ft. of impervious surface and detached single family homes that create/replace between 2,500 and 10,000 sq.ft. of impervious surface. Plan Sheet No.Site Design Measures C4.0 j. Self-treating area (see Section 4.2 of the C.3 Regulated Projects Guide) k. Self-retaining area (see Section 4.3 of the C.3 Regulated Projects Guide) 128 Project Name: Project Address: Cross Streets: APN: Special Project11? C.3 Regulated?Yes Public or Private Project?Private DMA Identification Number Impervious Area12 (ft2) Pervious Area13 (ft2) Type of Site Design Measure or Treatment Measure14 Sizing Criteria Used15 Size Required16 Size Provided Example DMA 1 5,000 2,000 Bioretention unlined with underdrain 2c: Flow 208 ft2 220 ft2 Example DMA 2 1,000 1,000 Self-retaining area Other < 2:1 ratio 1:1 ratio Example DMA 3 1,000 - Infiltration trench 1b: Volume 1,000 ft3 1,100 ft3 1 1,035 1,233 Flow-through planter lined with underdrain 2c: Flow 445 629 2 1,207 1,662 Flow-through planter lined with underdrain 2c: Flow 472 595 3 1,015 3,431 Self-treating area Other - - 4 3,517 346 Tree well filter with bioretention soil with underdrain 2c: Flow 141 141 5 3,533 44 Tree well filter with bioretention soil with underdrain 2c: Flow 142 142 6 2,281 - Tree well filter with bioretention soil with underdrain 2c: Flow 92 92 7 8 9 10 11 12 13 14 15 add rows, if needed TOTALS 12,588 6,716 N/A N/A N/A N/A Totals from Project Info Sheet Cells 33,033 6,945 Rainwater Harvesting/Use Measures: Rainwater Harvesting for indoor non-potable water use Rainwater Harvesting for landscape irrigation use Worksheet D Stormwater Treatment Measures and Site Design Measures by Drainage Management Area (DMA) C.3 Regulated Projects and Non-Regulated GI Projects Check all applicable boxes, answer questions and fill in cells related to the site design and treatment measure(s) included in the project. Is the project harvesting and using rainwater? Yes Drainage Management Area Summary Table 11 Special Projects are smart growth, high density, transit-oriented or affordable housing developments with the criteria defined in Provision C.3.e.ii.(2), (3) or (4) (see Worksheet F). 12 The sq.ft. of impervious area within the Drainage Management Area 13 The sq.ft. of pervious area within the Drainage Management Area 14 "Lined” refers to an impermeable liner placed on the bottom of a bioretention area, such that no infiltration into native soil occurs. 15 Select from the menu which of the following Provision C.3.d.i hydraulic sizing methods was used, if any. Volume based approaches: 1(a) Urban Runoff Quality Management approach, or 1(b) 80% capture approach (recommended volume-based approach). Flow-based approaches: 2(a) 10% of 50-year peak flow approach, 2(b) 2 times the 85th percentile rainfall intensity approach, 2(c) 0.2-Inch-per-hour intensity approach (recommended flow-based approach - also known as the 4% rule for bioretention), or 3 Combination flow and volume-based approach. "Other" is used for Site Design Measures such as Self-Retaining or Self-Treating Areas. 16 Each DMA should drain to one treatment area (unless it is self-treating or self-retaining). If multiple DMAs are draining to one treatment area, they should be combined into one DMA. If one DMA drains to multiple treatment areas, that DMA should be split up so there is one DMA per treatment area (which allows the treatment area to be properly sized). 7/1/23 A long term Operations and Maintenance (O&M) Agreement and Plan for this project will be required. Please contact the municipality for an agreement template and/or consult the C.3 Regulated Projects Guide and table of contents at www.flowstobay.org/newdevelopment for maintenance plan templates for specific facility types. Complete the information below at the Entitlement, Building Permit and Certificate of Occupancy stages for Regulated C.3 Projects and Non-Regulated Green Infrastructure Projects. (The first four cells are automatically filled in from the Project Info sheet.) Public projects are those on public property or ROW; private projects are on privately-owned property but can include improvements in the public ROW required as part of the project. of C.3.d amount of runoff treated by Non-LID Systems on the Special Project site. 015-112-400 & 015-112-760 1341 San Mateo Avenue 1341 San Mateo Avenue, South San Francisco Lowrie Ave. 129 Worksheet E Hydromodification Management E-1 Is the project a Hydromodification17 Management (HM) Project? E-1.1 Is the total impervious area increased over the pre-project condition? Yes. Continue to E-1.2 No. Go to Item E-1.3 and check “No.” E-1.2 Yes. Go to E-1.3 and Check "Yes". E-1.3 Is the project a Hydromodification Management Project? No. The project is EXEMPT from HM requirements. E-2 Incorporate HM Controls (if required) Are the applicable items provided with the Plans? Yes No NA ► If the project is subject to the HM requirements, incorporate in the project flow duration control measures designed such that post-project discharge rates and durations match pre-project discharge rates and durations. ► The Bay Area Hydrology Model (BAHM) has been developed to help size flow duration controls. See www.clearcreeksolutions.info/downloads. Guidance is provided in Chapter 7 of the C.3 Regulated Projects Guide. Is the site located in an HM Control Area per the HM Control Areas map (Appendix H of the C.3 Regulated Projects Guide)? No. Attach map, indicating project location. Go to Item E-1.3 and check “No.” Yes. The project is subject to HM requirements in Provision C.3.g of the Municipal Regional Stormwater Permit. 17 Hydromodification is the change in a site’s runoff hydrograph, including increases in flows and durations that results when land is developed (made more impervious). The effects of hydromodification include, but are not limited to, increased bed and bank erosion of receiving streams, loss of habitat, increased sediment transport and/or deposition, and increased flooding. Hydromodification control measures are designed to reduce these effects. Site plans with pre- and post-project impervious surface areas, surface flow directions of entire site, locations of flow duration controls and site design measures per HM site design requirement Soils report or other site-specific document showing soil type(s) on site If project uses the Bay Area Hydrology Model (BAHM), a list of model inputs and outputs. If project uses custom modeling, a summary of the modeling calculations with corresponding graph showing curve matching (existing, post-project, and post- project with HM controls curves), goodness of fit, and (allowable) low flow rate. If project uses the Impracticability Provision, a listing of all applicable costs and a brief description of the alternative HM project (name, location, date of start up, entity responsible for maintenance). If the project uses alternatives to the default BAHM approach or settings, a written description and rationale. 130 Worksheet F Special Projects F-1 Special Project Category “A” Does the project have ALL of the following characteristics? No (continue) Yes – Complete Section F-2 below Special Project Category “B” Does the project have ALL of the following characteristics? No (continue) Yes – Complete Section F-2 below Special Project Category “C” Complete the Special Project Category C - Affordable Housing Credit Calculator (AHCC) Worksheet. Does the project meet ALL of the required characteristics for Category C? No Yes – Complete Section F-2 below Complete this worksheet for projects that appear to meet the definition of “Special Project”, per Provision C.3.e.ii of the Municipal Regional Stormwater Permit (MRP). The form assists in determining whether a project meets Special Project criteria, and the percentage of low impact development (LID) treatment reduction credit. Special Projects that implement less than 100% LID treatment must provide a narrative discussion of the feasibility or infeasibility of 100% LID treatment. See Appendix J of the C.3 Regulated Projects Guide (download at www.flowstobay.org/newdevelopment) for more information. “Special Project” Determination (Check the boxes to determine if the project meets any of the following categories.) Located in a municipality’s designated central business district, downtown core area or downtown core zoning district, neighborhood business district or comparable pedestrian-oriented commercial district, or historic preservation site and/or district; Creates and/or replaces 0.5 acres or less of impervious surface - enter answer in F-2 table; Includes no surface parking, except for incidental parking for emergency vehicle access, ADA access, and passenger or freight loading zones; Has at least 85% coverage of the entire site by permanent structures. The remaining 15% portion of the site may be used for safety access, parking structure entrances, trash and recycling service, utility access, pedestrian connections, public uses, landscaping and stormwater treatment - enter answer in F-2 Table Located in a municipality’s designated central business district, downtown core area or downtown core zoning district, neighborhood business district or comparable pedestrian-oriented commercial district, or historic preservation site and/or district15; Creates and/or replaces more than 0.5 acres of impervious area and less than 2.0 acres - enter answer in F-2 Table; Includes no surface parking, except for incidental parking for emergency access, ADA access, and passenger or freight loading zones; Has at least 85% coverage of the entire site by permanent structures. The remaining 15% portion of the site may be used for safety access, parking structure entrances, trash and recycling service, utility access, pedestrian connections, public uses, landscaping and stormwater treatment - enter answer in F-2 Table; Minimum gross density of either 50 dwelling units per acre (for residential projects) or a Floor Area Ratio (FAR) of 2:1 (for commercial projects) - mixed use projects may use either criterion16 - enter answer in F-2 Table; 15 And built as part of a municipality’s stated objective to preserve/enhance a pedestrian-oriented type of urban design. 16 The MRP establishes definitions for "Gross Density"(GD) & FAR. GD is defined as, "the total number of residential units divided by the acreage of the entire site area, including land occupied by public right-of-ways, recreational, civic, commercial and other non-residential uses." FAR is defined as," the Ratio of the total floor area on all floors of all buildings at a project site (except structures, floors, or floor areas dedicated to parking) to the total project site area. 131 F-2 LID Treatment Reduction Credit Calculation If more than one category applies, choose only one of the applicable categories and fill out the table for that category. Fill in all cells with blue highlighting that pertain to the chosen Special Project Category. Category Site Coverage (%) Project Density16 or FAR16 Allowable Credit (%) Applied Credit (%) A N.A. 100% 50% 75% 100% C 0% F-3 Narrative Discussion of the Feasibility/Infeasibility of 100% LID Treatment: F-4 Select Certified Non-LID Treatment Measures: 17 TAPE certification is used in order to satisfy Special Project’s reporting requirements in the MRP. TOTAL CREDIT = Affordable Housing Credit - from AHCC Worksheet): If the project will include non-LID treatment measures, select a treatment measure certified for “Basic” General Use Level Designation (GULD) by the Washington State Department of Ecology’s Technical Assessment Protocol – Ecology (TAPE17). See guidance in Appendix J of the C.3 Regulated Projects Guide (www.flowstobay.org/newdevelopment). If project will implement less than 100% LID, prepare a discussion of the feasibility or infeasibility of 100% LID treatment, as described in Appendix J of the C.3 Regulated Projects Guide. Impervious Area Created/Replaced (sq. ft.) B Density/Criteria See above in F-1 Res ≥ 50 DU/ac or FAR ≥ 2:1 Res ≥ 75 DU/ac or FAR ≥ 3:1 Res ≥ 100 DU/ac or FAR ≥ 4:1 132 Worksheet G (For municipal staff use only) G-1 Yes No Name of Reviewer: G-2 Yes No If yes, add site to Staff’s SWRS Construction Site Inspection List G-3 Yes No If yes, add site to Staff’s Lists for Construction and O&M inspections (C.3 and C.3.h) Operations and Maintenance (O&M) Submittals G-4 Stormwater Treatment Measure and/HM Control Owner or Operator’s Information: Name: Address: Phone: Email: The following questions apply to C.3 Regulated Projects and Hydromodification Management Projects. Yes No N/A G-4.1 Was maintenance plan submitted? G-4.2 Was maintenance plan approved? G-4.3 Was maintenance agreement submitted? (Date executed: ) ► Attach the executed maintenance agreement as an appendix to this checklist. G-5 Annual Operations and Maintenance (O&M) Submittals (for municipal staff use only): G-6 Comments (for municipal staff use only): Alternative Certification: Were the treatment and/or HM control sizing and design reviewed by a qualified third-party professional that is not a member of the project team or agency staff? Is project a Construction Stormwater Regulated Site (SWRS Site)? SWRS Sites include: 1)Site that disturbs 1 acre or more of land (see I.B.2.f); 2)Hillside Site (see I.B.2.i); and 3)High Priority Site (see I.B.2.i). These sites are subject to monthly inspections from Oct 1 to April 30. See MRP Provision C.6.e.ii.(2)(b) and C.6.e.ii.(2)(c). These sites in the Fitzgerald Marine Reserve ASBS Watershed are subject to weekly inspections per the State Ocean Plan. Inspections of Sites with Pervious Pavement: Regulated projects that are installing 3,000 sq.ft. or more of pervious pavement (see cell I.B.1.g) (excluding private-use patios in single family homes, townhomes, or condominiums) must have the pavement system inspected by the jurisdiction upon completion of the installation and the site must be added to the jurisdiction’s list of sites needing inspections at least once every five years – see provision C.3.h. Pervious pavement systems include pervious concrete, pervious asphalt, pervious pavers and grid pavers etc. and are described in the C3 Regulated Projects Guide downloadable at: www.flowstobay.org/newdevelopment. ► Applicant must call for inspection and receive inspection at completion of installation of treatment measures and/or hydromodification management controls including any pervious pavement areas of 3,000 sq.ft. or more. For C.3 Regulated Projects and Hydromodification Management Projects, indicate the dates on which the Applicant submitted annual reports for project O&M: 133 G-7 NOTES (for municipal staff use only): Project Info Notes: Worksheet A Notes: Worksheet B Notes: Worksheet C Notes: Worksheet D Notes: Worksheet E Notes: Worksheet F Notes: G-8 Project Close-Out (for municipal staff use only): Yes No N/A 8.1 Were final Conditions of Approval met? 8.2 (Date of inspection: ) 8.3 Was maintenance plan submitted? (Date executed: ) 8.4 (Date provided to inspection staff: ) G-9 Project Close-Out (Continued -- for municipal staff use only): Name of staff confirming project is closed out: Signature: Date: Name of O&M staff receiving information: Signature: Date: Was initial inspection of the completed treatment/HM measure(s) conducted? Was project information provided to staff responsible for O&M verification inspections? 134 HWY 1 I 2 8 0 A la m e d a d e l a s P u lg a s El Camino Real U S 1 0 1 Skyline Blvd Atherton Rd 6th Av/Laurel St San Francisco Bay Pacific Ocean REDWOOD CITY BRISBANE FOSTER CITY PACIFICA SAN MATEO SOUTH SAN FRANCISCO DALY CITY SAN BRUNO BELMONT EL GRANADA ATHERTON BURLINGAME MONTARA SAN CARLOS HILLSBOROUGH EAST PALO ALTO HALF MOON BAY MILLBRAE COLMA MOSS BEACH BROADMOOR MENLO PARK REDWOOD CITY PACIFICA BURLINGAME Legend Major Road and Highway Jurisdictional Boundary HM Applicable Area Exempt Area ± 012340.5 Miles MAP INDEX FOR HM CONTROL AREA IN SELECTED AREAS OF SAN MATEO COUNTY* * This map series includes only areas where the HM control area boundary does NOT follow major roadways. 13 5 1341 San Mateo Avenue Self-Storage Project – CEQA Infill Exemption Checklist Appendix E 1341 San Mateo Avenue Phase I Draft Environmental Site Assessment ENGEO, August 6, 2024 136 Copyright © 2024 by ENGEO Incorporated. This document may not be reproduced in whole or in part by any means whatsoever, nor may it be quoted or excerpted without the express written consent of ENGEO Incorporated. 1341 SAN MATEO AVENUE SOUTH SAN FRANCISCO, CALIFORNIA PHASE I ENVIRONMENTAL SITE ASSESSMENT SUBMITTED TO Mr. Jon Suddarth Buchanan Street Partners 3501 Jamboree Road, Suite 4200 Newport Beach, CA 92660 PREPARED BY ENGEO Incorporated August 6, 2024 PROJECT NO. 25924.000.001 137 GEOTECHNICAL ENVIRONMENTAL WATER RESOURCES CONSTRUCTION SERVICES COASTAL/MARINE GEOTECHNICS 751 13th Street San Francisco, CA 94130 (415) 284-9900 info@engeo.com www.engeo.com Project No. 25924.000.001 August 6, 2024 Mr. Jon Suddarth Buchanan Street Partners 3501 Jamboree Road, Suite 4200 Newport Beach, CA 92660 Subject: 1341 San Mateo Avenue South San Francisco, California PHASE I ENVIRONMENTAL SITE ASSESSMENT Dear Mr. Suddarth: ENGEO is pleased to present our phase I environmental site assessment of the subject property (Property) located in South San Francisco, California. The attached report includes a description of the site assessment activities, along with ENGEO's findings, opinions, and conclusions regarding the Property. ENGEO has the specific qualifications based on education, training, and experience to assess the nature, history, and setting of the Property, and has developed and performed all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312 and the American Society for Testing and Materials (ASTM) Practice E1527-21. We declare that, to the best of our professional knowledge and belief, the responsible charge for this study meets the definition of Environmental Professional as defined in Section 312.10 of 40 CFR Part 312 and ASTM E1527-21. We are pleased to be of service to you on this project. If you have any questions concerning the contents of our report, please contact us. Sincerely, ENGEO Incorporated Miles Hawkins Nadine Periat, PG mh/np/cb 138 Buchanan Street Partners 1341 San Mateo Avenue 25924.000.001 Phase I Environmental Site Assessment i of ii August 6, 2024 TABLE OF CONTENTS LETTER OF TRANSMITTAL EXECUTIVE SUMMARY ................................................................................................ 1 1.0 INTRODUCTION .................................................................................................. 3 1.1 PURPOSE OF PHASE I ENVIRONMENTAL SITE ASSESSMENT ................................. 3 1.2 DETAILED SCOPE OF SERVICES ................................................................................ 3 1.3 SITE LOCATION AND DESCRIPTION ........................................................................... 3 1.4 CURRENT USE OF PROPERTY AND ADJOINING PROPERTIES ................................ 3 1.5 SITE AND VICINITY CHARACTERISTICS ..................................................................... 4 1.6 INDOOR AIR QUALITY .................................................................................................. 5 2.0 PREVIOUS ENVIRONMENTAL REPORTS......................................................... 5 3.0 RECORDS REVIEW ............................................................................................ 6 3.1 PROPERTY RECORDS ................................................................................................. 6 3.1.1 Title Report/Ownership....................................................................................... 6 3.1.2 Environmental Liens and Activity Use Limitations ............................................... 6 3.2 HISTORICAL RECORD SOURCES................................................................................ 6 3.2.1 Historical Topographic Maps/Aerial Photographs/Sanborn Maps ........................ 6 3.2.2 City Directory ..................................................................................................... 7 3.3 ENVIRONMENTAL RECORD SOURCES....................................................................... 8 3.3.1 Environmental Records ...................................................................................... 8 3.3.1.1 Property .............................................................................................. 8 3.3.1.2 Other Properties.................................................................................. 8 3.4 REGULATORY AGENCY FILES AND RECORDS ........................................................ 11 4.0 SITE RECONNAISSANCE................................................................................. 12 4.1 METHODOLOGY ......................................................................................................... 12 4.2 GENERAL SITE SETTING ........................................................................................... 12 4.3 EXTERIOR OBSERVATIONS ...................................................................................... 12 4.4 INTERIOR OBSERVATIONS ........................................................................................ 13 4.5 ASBESTOS, LEAD, AND PCB-CONTAINING MATERIALS .......................................... 13 5.0 INTERVIEWS ..................................................................................................... 14 6.0 FINDINGS AND OPINIONS ............................................................................... 14 6.1 DATA GAPS ................................................................................................................. 15 6.2 SIGNIFICANT ASSUMPTIONS OR DEVIATIONS FROM ASTM STANDARD PRACTICE ................................................................................................................... 15 7.0 CONCLUSIONS ................................................................................................. 15 8.0 LIMITATIONS ..................................................................................................... 16 8.1 LIMITATIONS AND EXCEPTIONS OF ASSESSMENT ................................................. 16 8.2 SPECIAL TERMS AND CONDITIONS .......................................................................... 16 139 Buchanan Street Partners 1341 San Mateo Avenue 25924.000.001 Phase I Environmental Site Assessment TABLE OF CONTENTS (Continued) ii of ii August 6, 2024 SELECTED REFERENCES FIGURES APPENDIX A – Environmental Data Resources, Inc., Radius Map Report APPENDIX B – Fidelity National Title Insurance Company, Preliminary Title Report APPENDIX C – Environmental Data Resources, Inc., Historical Topographic Map Report APPENDIX D – Environmental Data Resources, Inc., Aerial Photo Decade Package APPENDIX E – Environmental Data Resources, Inc., Sanborn Map Report APPENDIX F – Environmental Data Resources, Inc., City Directory APPENDIX G – Environmental Site Assessment Questionnaires (2) APPENDIX H – Qualifications of Environmental Professional 140 Buchanan Street Partners 1341 San Mateo Avenue 25924.000.001 Phase I Environmental Site Assessment Page | 1 August 6, 2024 EXECUTIVE SUMMARY ENGEO conducted a phase I environmental site assessment for the subject property (Property) located at 1341 San Mateo Avenue in South San Francisco, California. The Property is approximately 0.7 acres in area and is identified by Assessor’s Parcel Numbers (APNs) 05-112-400 and 05-112-760. The Property consists of a warehouse and associated parking. Review of historical records indicates that the Property was undeveloped marshland prior to at least 1963, and the warehouse was constructed in 1966. The current tenant of the warehouse is Vibrant America, a medical research laboratory. This assessment included a review of local, state, tribal, and federal environmental record sources, standard historical sources, aerial photographs, fire insurance maps, and physical setting sources. A reconnaissance of the Property was completed to review site use and current conditions to check for the storage, use, production, or disposal of hazardous or potentially hazardous materials and to conduct written/oral interviews with persons knowledgeable about current and past site use. The site reconnaissance and records review did not find documentation or physical evidence of soil, soil gas, or groundwater impairments associated with the use or past use of the Property. A review of regulatory databases maintained by county, state, tribal, and federal agencies found no documentation of hazardous materials violations or discharge on the Property, but did identify contaminated facilities within the appropriate ASTM search distances that would reasonably be expected to impact the Property. Based on the findings of this assessment, no Recognized Environmental Conditions (RECs), no historical RECs, and no controlled RECs were identified for the Property. Based on our review of regulatory databases and observations during the site reconnaissance, we identified the following features of potential environmental concern or de minimis conditions. While not considered to be RECs, these features may pose an environmental concern to the Property. We briefly discuss each feature below. • Based on geotechnical explorations at the Property, known fill is present within the upper 7 to 10 feet. Prior to site development, soil profiling should be conducted to evaluate the classification for soil management, disposal criteria, and health and safety purposes. • The facility located adjacent to the southern boundary of the Property reported elevated levels of diesel and benzene in the groundwater, above the San Francisco Regional Water Quality Control Board (SFRWQCB) Environmental Screening Levels (ESLs) for vapor intrusion at commercial or industrial sites. No underground storage tanks or other sources of spills or leaks were noted for the site, and a previous consultant for the case considered impacted fill material a potential source of the contamination. The groundwater plume reportedly appeared stable and unlikely to impact the Property. • The Property is associated with a Department of Toxic Substances Control (DTSC) case for a former tenant, Cal West Electric, Inc. The facility was initially identified as an active site by DTSC during a review of Sanborn maps in 1981. A site screening document was completed in 1987, noting the facility rented generators and diesel engines. A preliminary assessment report was completed in 1989, concluding that Cal West Electric, Inc. did not pose any 141 Buchanan Street Partners 1341 San Mateo Avenue 25924.000.001 Phase I Environmental Site Assessment Page | 2 August 6, 2024 observable public and environmental health threat. Minor spills of ethylene glycol, lubricating oils, and solvents were noted. The facility was recommended as a low priority site; however, it is possible that impacts from the solvents may be present within the Property. • The site is located in a historical industrial area, and dozens of documented releases exist in the site vicinity. It is likely that the industrial history of the area has impacted groundwater regionally. Groundwater underlying the Property would not be considered for beneficial use and will not be used as a potable water source. • Given the age of the development, it is conceivable that potential asbestos-containing materials and/or lead-based paints exist on site. We have performed a phase I environmental site assessment in general conformance with the scope and limitations of ASTM E1527-21 and the standards and practices of the All Appropriate Inquiry – Final Rule (40 Code of Federal Regulations Part 312). Any exception to, or deletions from this practice, are described in Sections 6.0 and 8.1 of the report. It is our opinion that the findings of this study are based on a sufficient level of information obtained during our contracted scope of services to render a conclusion as to whether additional appropriate investigation is required to identify the presence or likely presence of a REC. Data gaps were not identified during the preparation of this report. This assessment has revealed no evidence of RECs in connection with the Property. We recommend no further environmental studies; however, we recommend the following actions be taken prior to the redevelopment of the Property. • Prior to redevelopment, we recommend that a hazardous materials building survey (HMBS) should be performed to determine if special handling is required. • Due to the presence of fill beneath the site, soil profiling should be conducted prior to redevelopment to evaluate the classification for soil management, disposal criteria, and health and safety purposes. Please note, the findings from this report are valid until May 13, 2025, and updates of portions of the assessment may be necessary after November 13, 2024. 142 Buchanan Street Partners 1341 San Mateo Avenue 25924.000.001 Phase I Environmental Site Assessment Page | 3 August 6, 2024 1.0 INTRODUCTION 1.1 PURPOSE OF PHASE I ENVIRONMENTAL SITE ASSESSMENT This assessment was performed at the request of Buchanan Street Partners for the purpose of environmental due diligence during property acquisition. The objective of this phase I environmental site assessment is to identify RECs associated with the Property. As defined in the ASTM Standard Practice E1527-21, an REC is “(1) the presence of hazardous substances or petroleum products in, on, or at the subject property due to a release to the environment; (2) the likely presence of hazardous substances or petroleum products in, on, or at the subject property due to a release or likely release to the environment; or (3) the presence of hazardous substances or petroleum products in, on, or at the subject property under conditions that pose a material threat of a future release to the environment.” 1.2 DETAILED SCOPE OF SERVICES The scope of services performed included the following. • A review of previous environmental reports prepared for the Property. • A review of publicly available and practicably reviewable standard local, state, tribal, and federal environmental record sources. • A review of publicly available and practicably reviewable standard historical sources, aerial photographs, fire insurance maps, and physical setting sources. • A reconnaissance of the Property to review site use and current conditions. The reconnaissance was conducted to check for the storage, use, production or disposal of hazardous or potentially hazardous materials. • Written/oral interviews with owners/occupants and public sector officials. • Preparation of this report with our findings, opinions, and conclusions. 1.3 SITE LOCATION AND DESCRIPTION The Property is located at 1341 San Mateo Avenue in South San Francisco, California (Figures 1 and 2). The approximately 0.7-acre Property is identified as APNs 05-112-400 and 05-112-760 (Figure 3) and is currently occupied by a large warehouse and associated parking. The current tenant of the warehouse is Vibrant America, a medical research laboratory. 1.4 CURRENT USE OF PROPERTY AND ADJOINING PROPERTIES The Property is zoned as “Mixed Industrial High.” APN 04-112-400 is listed as “Light Manufacturing,” while APN 04-122-760 is currently listed as vacant land. The proposed development consists of a multi-story storage unit facility with one basement floor. Based on a review of current records and our site reconnaissance, the adjoining site uses are summarized below. 143 Buchanan Street Partners 1341 San Mateo Avenue 25924.000.001 Phase I Environmental Site Assessment Page | 4 August 6, 2024 TABLE 1.4-1: Adjoining Site Uses DIRECTION SITE USE North Industrial South Industrial East San Mateo Avenue, Industrial West Lowrie Avenue, Industrial 1.5 SITE AND VICINITY CHARACTERISTICS According to published topographic maps, site grades at the Property are approximately level at Elevation 20 feet (NAVD88). Review of the Preliminary geologic map of the San Francisco South 7.5’ quadrangle and part of the Hunters Point 7.5’ quadrangle (Bonilla, 1998) found that the Property is underlain by artificial fill over tidal flats. Geocheck – Physical Setting Source Summary of the Environmental Data Resources, Inc. (EDR) report (Appendix A) indicated 514 state wells and 1 public water system well located within 1 mile of the Property. We reviewed the Department of Water Resources Online Water Data Library for depth to water in the vicinity of the Property. The website identified one well within 1 mile of the Property. We reviewed EnviroStor, a website maintained by the State of California Department of Toxic Substances Control (DTSC), and GeoTracker, a website maintained by the State of California Water Resources Control Board (SWRCB), for nearby facilities with records that include depth-to-groundwater measurements. The following information was obtained regarding local groundwater conditions. TABLE 1.5-1: Local Groundwater Conditions PROXIMITY TO PROPERTY REPORTED DEPTH TO GROUNDWATER REPORTED GROUNDWATER FLOW DIRECTION 35 feet South 7.30 W-NW 85 feet West 9.42 N 100 feet East 7.89 NE The site-specific depth to groundwater and direction of groundwater flow were not determined as part of this assessment. Fluctuations in groundwater levels may occur seasonally and over a period of years due to variations in precipitation, temperature, irrigation, and other factors. We reviewed the Department of Conservation, Geologic Energy Management (CalGEM), website and map database to determine if any historical oil or gas wells were located within the Property. No oil or gas wells were mapped within 1 mile of the Property. We reviewed the National Pipeline Mapping System (NPMS) public viewer website for information about petroleum, natural gas, or hazardous liquid storage, processing, or transmission facilities in the vicinity of the Property. One pipeline was mapped within ¼ mile of the Property. An active non-highly volatile liquid product pipeline, operated by Kinder Morgan, is located approximately 0.1 mile east of the Property. 144 Buchanan Street Partners 1341 San Mateo Avenue 25924.000.001 Phase I Environmental Site Assessment Page | 5 August 6, 2024 1.6 INDOOR AIR QUALITY An evaluation of indoor air quality, mold, or radon was not included as part of the contracted scope of services. The California Department of Public Health has conducted studies of radon risks throughout the state, sorted by zip code. Results of the studies indicate that 96 tests were conducted within the Property zip code, with 2 tests exceeding the current United States Environmental Protection Agency (EPA) action level of 4 picocuries per liter (pCi/L)1. In accordance with ASTM E2600-15 (Tier 1) (Standard Guide for Vapor Encroachment Screening on Property Involved in Real Estate Transactions), multiple potential petroleum hydrocarbon sources for vapor intrusion within ⅒ mile of the Property and volatile organic compound (VOCs) sources within ⅓ mile of the Property were identified and further discussed in Section 3.3.1.2. 2.0 PREVIOUS ENVIRONMENTAL REPORTS ATC Group Services LLC, Phase I Environmental Site Assessment, 1341 San Mateo Avenue, South San Francisco, California. July 14, 2020. A phase I environmental site assessment was prepared for the Property in July 2020. No RECs, historical RECs, or controlled RECs were noted for the Property. The following potential environmental concerns were noted. • A groundwater release was discovered on the southern adjoining site (1331 San Mateo Avenue) in 1992. Five groundwater monitoring wells were installed with detected concentrations of gasoline- and diesel-range petroleum hydrocarbons and fuel constituents. San Mateo County Environmental Health Services (SMCEHS) requested a year of quarterly groundwater monitoring be completed from March 2002 to January 2003 to assess groundwater impacts at the site. SMCEHS granted regulatory closure in 2005 with no further action required based on groundwater sampling results, apparent plume stability, and non-drinking water source for shallow groundwater. The final groundwater monitoring results for the furthest downgradient well, and that located closest to the Property, indicated an exceedance of residual benzene concentrations slightly above the groundwater ESL for vapor intrusion risk. • Based on the circa 1966 construction of the Property improvements, it is possible that asbestos-containing materials (ACMs) are present. According to the Property owner, a complete renovation of the office portion and related support rooms in the warehouse of the building was conducted during the 2006-2007 period. Suspect ACMs were not observed in the warehouse portion of the building. • The review of aerial photographs and topographic quadrangle maps identified evidence of fill materials used in order to raise the elevation of the Property vicinity above the tidal range, including the filling of a tidal channel that crosses the northeastern corner of the Property and a drainage ditch that extends along the western side of the Property. Any proposed redevelopment of the Property will potentially generate surplus soil, which may require special handing and testing for appropriate off-site disposal given the unknown origin and quality of the fill materials. 1 California Department of Public Health – Radon Program– (https://www.cdph.ca.gov/Programs/CEH/DRSEM/CDPH%20Document%20Library/EMB/Radon/Radon%20Test%20 Results.pdf). 145 Buchanan Street Partners 1341 San Mateo Avenue 25924.000.001 Phase I Environmental Site Assessment Page | 6 August 6, 2024 3.0 RECORDS REVIEW 3.1 PROPERTY RECORDS 3.1.1 Title Report/Ownership The Title Report lists recorded land title detail, ownership fees, leases, land contracts, easements, liens, deficiencies, and other encumbrances attached to or recorded against a subject property. Laws and regulations pertaining to land trusts vary from state to state and the detail of information presented in a Title Report can vary greatly by jurisdiction. As a result, ENGEO utilizes a Title Report, when provided to us, as a supplement to other historical record sources. ENGEO assumes that any environmental liens, activity use limitations (AULs), and/or institutional controls for the Property are noted in the Preliminary Title Report. A Preliminary Title Report for the Property, prepared by Fidelity National Title Company and dated April 1, 2024, was provided for our review. The Property title is vested in John Jagazeel Rajasekaran, a married man, as his sole and separate property. No references to environmental liens, deed restrictions, or other potential environmental issues were noted. This report is included in Appendix B. 3.1.2 Environmental Liens and Activity Use Limitations The Preliminary Title Report did not identify environmental lien or activity use limitations (AUL) associated with the Property. A questionnaire completed by the Client or authorized representative indicated that they are not aware of any environmental cleanup liens recorded against the Property. We reviewed two engineering control (EC) and institutional control (IC) registries: EnviroStor, a website maintained by DTSC, and GeoTracker, a website maintained by SWRCB, for environmental liens or AULs associated with the Property. No records of environmental liens or AULs were noted. 3.2 HISTORICAL RECORD SOURCES The purpose of the historical record review is to develop a history of the previous uses or occupancies of the Property and surrounding areas to identify those uses or occupancies that are likely to have led to recognized environmental conditions on the Property. 3.2.1 Historical Topographic Maps/Aerial Photographs/Sanborn Maps Historical USGS topographic maps, aerial photographs, and Sanborn fire insurance maps were reviewed to determine if discernible changes pertaining to the Property had been recorded. EDR provided the following maps and photographs, presented in Appendices C, D, and E. TABLE 3.2.1-1: Historical Review Summary HISTORICAL MAP/PHOTOGRAPH YEARS Topographic Maps 1896, 1899, 1915, 1939, 1947, 1949, 1950, 1956, 1968, 1973, 1980, 1995, 1996, 2012, 2015, 2018, 2021, 2022 146 Buchanan Street Partners 1341 San Mateo Avenue 25924.000.001 Phase I Environmental Site Assessment Page | 7 August 6, 2024 HISTORICAL MAP/PHOTOGRAPH YEARS Aerial Photographs 1943, 1946, 1956, 1963, 1968, 1974, 1982, 1993, 1998, 2006, 2009, 2012, 2016, 2020 Sanborn Maps 1925 The 1896 topographic map depicts the Property as vacant land located within marshland. The northeastern corner of the Property is located adjacent to a channel to the bay within the marsh. A road, oriented north-south, is located adjacent to the western boundary of the Property. A railroad, oriented north-south, is located approximately 0.1 mile west of the Property. The town of South San Francisco is located approximately ½ mile north of the Property. The 1925 Sanborn fire insurance map depicts the Property as vacant land located approximately 300 feet northeast of a contractor’s staging yard. The boundaries of the towns of South San Francisco and San Bruno (located approximately 0.1 mile south of the Property) appear to have expanded in the 1939 map; the Property appears relatively unchanged. The 1943 aerial photograph depicts the Property as vacant marshland adjacent to a road, as in the topographic maps. The channel appears to transect the northeastern corner of the Property. Residential buildings are visible to the south of the Property, and industrial buildings are visible to the west of the Property. The 101 freeway is indicated approximately 0.2 mile to the east of the Property in the 1947/1949 topographic map. The marshland in the vicinity of the Property, including the channel, are no longer visible in the 1963 photograph. An additional road, oriented north-south, is visible adjacent to the eastern boundary of the Property. A building is visible within the Property in the 1968 photograph and indicated in the 1968 map, and the surrounding area is developed with similar industrial buildings. The southern portion of the lot appears to be utilized for parking, while the building takes up the majority of the Property. The Property and surrounding area appear mostly unchanged through the 2020 aerial photograph and 2021/2022 topographic map. 3.2.2 City Directory City Directories, published since the 18th century for major towns and cities, list the name of the resident or business associated with each address. A city directory search conducted by EDR is located in Appendix F. TABLE 3.2.2-1: City Directory YEAR LISTINGS 2020 AMERICAN TECHNOLOGIES NTWRK, FUSION GENISU 2017 AMERICAN TECHNOLOGIES NETWORK CORP 2014 AMERICAN TECHNOLOGIES NETWORK CORP 2010 AMERICAN TECHNOLOGIES NETWORK 1986 CAL WEST ELECTRIC PRTS 1981 CAL WEST ELECTRIC 1976 CAL WEST ELEC PARTS, CAL WEST ELEC SALES 1970 CAL WEST ELEC PARTS, CAL WEST ELEC SALES 147 Buchanan Street Partners 1341 San Mateo Avenue 25924.000.001 Phase I Environmental Site Assessment Page | 8 August 6, 2024 3.3 ENVIRONMENTAL RECORD SOURCES EDR performed a search of federal, tribal, state, and local databases regarding the Property and nearby properties. Details regarding the databases searched by EDR are provided in Appendix A. A list of the facilities documented by EDR within the approximate minimum search distance of the Property is provided below. 3.3.1 Environmental Records 3.3.1.1 Property The Property is listed on the following Environmental Record source databases. TABLE 3.3.1.1-1: Environmental Database Listings for the Property FACILITY STREET DATABASES AMERICAN TECHNOLOGIES NETWORK, CORP. 1341 SAN MATEO AVE. HWTS HEAT & CONTROL, INC. 1341 SAN MATEO AVE. SAN MATEO CO. BI CAL WEST ELECTRIC, INC. 1341 SAN MATEO AVE. ENVIROSTOR, SEMS-ARCHIVE VIBRANT SCIENCES 1341 SAN MATEO AVE. FINDS, ECHO, RCRA NONGEN / NLR American Technologies Network, Corp. is listed on the Hazardous Waste Tracking System (HWTS), operated by the DTSC. The facility is listed as inactive, and waste codes include “optical instrument and lens manufacturing” and “other electronic parts and equipment wholesalers.” Heat & Control, Inc. is listed on the San Mateo County BI database. We received multiple files for the facility from the San Mateo County Environmental Health Services Department, discussed in Section 3.4. Cal West Electric, Inc. is listed on the Envirostor and SEMS-Archive databases. The facility was initially identified as an active site by DTSC during a review of Sanborn maps in 1981. A site screening document was completed in 1987, noting the facility rented generators and diesel engines. A preliminary assessment report was completed in 1989, concluding that Cal West Electric, Inc. did not pose any observable public and environmental health threat. Minor spills of ethylene glycol, lubricating oils, and solvents were noted. The facility was recommended as a low priority site. Vibrant Sciences is listed on the Facility Index System (FINDS), Enforcement and Compliance History Online (ECHO), and Resource Conservation and Recovery Act (RCRA) non-generators databases. The facility is described as research and development in the physical, engineering, and life sciences, with no violations or evaluations noted in any of the database listings. 3.3.1.2 Other Properties The following databases include facilities listed within the appropriate ASTM search distances of the Property on Environmental Records sources. 148 Buchanan Street Partners 1341 San Mateo Avenue 25924.000.001 Phase I Environmental Site Assessment Page | 9 August 6, 2024 TABLE 3.3.1.2-1: Environmental Database Listings for Nearby Properties DATABASE NUMBER OF LISTED FACILITIES SEMS 1 SEMS-ARCHIVE 6 CORRACTS 3 RCRA-LQG 2 RCRA-SQG 25 RCRA-VSQG 1 RESPONSE 4 ENVIROSTOR 25 SWF/LF 2 LUST 102 CPS-SLIC 19 AST 5 VCP 3 WMUDS/SWAT 1 SWRCY 1 HIST CAL-SITES 3 CERS HAZ WASTE 33 SWEEPS UST 11 HIST UST 20 CERS TANKS 2 CA FID UST 10 DEED 3 RCRA NONGEN / NLR 85 FUDS 1 PFAS ECHO 4 CA BOND EXP. PLAN 1 SAN MATEO CO. BI 79 CORTESE 63 HIST CORTESE 56 HWP 4 NOTIFY 65 5 UST FINDER RELEASE 62 UST HIST AUTO 1 Amphlett Printing, located adjacent to the southern boundary of the Property, is listed as a Cleanup Program Site (CPS-SLIC), and included on multiple other databases. The site is associated with Royal Auto Limo Repair, Inc., listed on the leaking underground storage tank (LUST) database, although no underground storage tanks were reportedly located on site. A 1992 phase II assessment of the site identified notable concentrations of gasoline- and diesel-range petroleum hydrocarbons and fuel constituents. Five groundwater monitoring wells were installed between 1992 and 1993, with direction of groundwater flow determined to be approximately west-northwest. The highest concentrations of total petroleum hydrocarbons 149 Buchanan Street Partners 1341 San Mateo Avenue 25924.000.001 Phase I Environmental Site Assessment Page | 10 August 6, 2024 (TPH)-gasoline, TPH-diesel, and benzene were reported for the furthest downgradient well (MW-21), located approximately 35 feet south of the Property. Additional sampling was conducted at the five wells in 1999, and monitored quarterly from March 2002 through January 2003. TPH-diesel (770 micrograms per liter [µg/L]) and benzene (2.7 µg/L) results exceeded ESLs at MW-21 in January 2003 for vapor intrusion at commercial and industrial sites. SMCEHS granted regulatory closure of the site in 2005 based on sampling results, apparent plume stability, and non-drinking water source for shallow groundwater. Granite Rock Co and Lowrie Paving are located adjacent to the western boundary of the Property, and are listed on the LUST database. The leak is listed on GeoTracker as discovered in 1985, and potential contaminants included waste oil, motor oil, hydraulic oil, and/or lubricating oil. Four underground storage tanks and piping, containing gasoline, diesel, kerosene, and waste oil, were removed in 1990 approximately 200 feet southwest of the Property. Ten monitoring wells and two piezometers were installed and sampled quarterly from 1990 through 1999, and annually through 2005. TPH-diesel was detected in only two of the wells in the immediate area of the former tank pit. Detections of TPH-diesel, TPH-gasoline, ethylbenzene, and total xylenes were reported in downgradient piezometer (P-2) located approximately 85 feet west of the Property, and last sampled in 1999. All except TPH-diesel were below groundwater ESLs, with TPH-diesel exceeding the groundwater ESL at 2,600 µg/L. SMCEHS granted regulatory closure of the site in 2008. Lubrivan Truck Services is located adjacent to the eastern boundary of the Property, and is listed on the LUST database. The leak is listed on GeoTracker as discovered in 1986, and the potential contaminant listed is gasoline. Two underground storage tanks containing gasoline and diesel, respectively, were removed in 1987. Six groundwater monitoring wells were installed in 1991 and monitored periodically through 1999. Detections from samples collected from the wells did not exceed groundwater ESLs. An extraction trench was installed in 1993 to capture impacted groundwater, and a supplemental excavation was performed in 1996 to remove residual soil impacts adjacent to the former tank pit. SMCEHS granted regulatory closure of the site in 2003. International Paint Co (Calif), Inc. is located 0.14 mile south-southwest of the Property. According to the site’s records on GeoTracker, the site’s contaminants of concerns include volatile organic compounds (VOCs) generated as petroleum byproducts. A groundwater extraction system, operated at the site from 1991 through 1997, and gradient of groundwater flow, was determined to be approximately east for the site. The RWQCB concurred that remedial actions were effective and the groundwater plume appeared to be stabilizing and shrinking in a 2002 report. Contaminant concentration was reported below groundwater ESLs at residential sites. The site was classified as complete with no further action required following review of previous site activities in 2017. Phase II Corporation is located 0.254 miles south-southwest of the Property. The site is a vacant, 20-foot-high warehouse building constructed in 1963. From 1963 to 1972, the warehouse was leased to a wood cabinet maker. In 1972, the site was leased to San Bruno Auto Center, a towing and auto repair facility, which installed and operated a 3,000-gallon underground fuel storage tank and equipment for its tow trucks. Since 1971, Phase II Corporation, a printed circuit board manufacturer, leased the adjacent property, and in 1983 leased the site itself. Phase II Corporation operated a plating and etching facility at the site. The operation used hazardous materials and generated hazardous waste during its operation, treating and discharging approximately 500,000 gallons per month of process water to the sewer. The site was abandoned in 1998 when the company went bankrupt. In 1998, SMCHS notified the property owner that the facility must be decommissioned, decontaminated, and closed. The facility was closed until 150 Buchanan Street Partners 1341 San Mateo Avenue 25924.000.001 Phase I Environmental Site Assessment Page | 11 August 6, 2024 1999 and the warehouse was leased to a garment cutting business, Juan’s Cutting Service, and then to an automobile towing company, Aaces Towing. A VOC plume extends off site under adjacent buildings and under Montgomery Avenue. Two on-site source areas are associated with past operations: southwest of the building and beneath the former storage area in front part of building. Dozens of additional historical businesses, which handled petroleum and VOCs, are located within the ASTM search radius of the site, which were either farther from the site than those described above, or had fewer public records available. Based on the distances to the identified database sites, regional topographic gradient, and the EDR findings, it is possible that the above-stated database sites pose an environmental risk to the Property. Forty two properties are listed on the “Orphan Summary” list, the majority of which appear to be located beyond the ASTM recommended radius search criteria, or are unlikely to pose an environmental risk to the Property. Listings for 1070 San Mateo Avenue appear to be related to minor chemical spillage incidents at a FedEx center located approximately 0.3 mile south of the Property. 3.4 REGULATORY AGENCY FILES AND RECORDS The following agencies were contacted on May 13, 2024, pertaining to possible past development and/or activity at the Property. TABLE 3.4-1: Regulatory Agency Records NAME OF AGENCY RECORDS REVIEWED City of South San Francisco Office of the City Clerk We contacted the City of South San Francisco Office of the City Clerk for environmental records on behalf the Building & Planning Department, the Fire Department, and the Code Enforcement department. The City of South San Francisco Office of the City Clerk indicated they have no files pertaining to the Property. San Mateo County Environmental Health Services The San Mateo County Environmental Health Services department provided five Hazardous Materials Business Plan Inspection/Review forms, two Hazardous Materials Business Plans, and one Annual Business Plan Verification form for the Property. The facility is listed as Heat and Control, Inc., and the final two inspection forms indicated the facility was in the process of moving locations. Minor reporting violations were noted in another inspection form. The business plan states that the facility was a manufacturer of processing equipment, and stored chemicals on site included oxygen, argon, nitrogen, carbon dioxide, acetylene, and compressed gas. San Mateo County Fire Department The San Mateo County Fire Department indicated they have no files pertaining to the Property. San Mateo County Clerk – Assessor Division We reviewed online parcel maps provided by the San Mateo County Clerk – Assessor Division. The property boundary and APNs provided in the EDR radius map report are consistent with the online parcel maps. 151 Buchanan Street Partners 1341 San Mateo Avenue 25924.000.001 Phase I Environmental Site Assessment Page | 12 August 6, 2024 NAME OF AGENCY RECORDS REVIEWED California State Water Resources Control Board (SWRCB) We reviewed GeoTracker, the website maintained by SWRCB, for files pertaining to the Property. No listings were found for the Property. Department of Toxic Substances Control (DTSC) We reviewed EnviroStor, the website maintained by DTSC, for files pertaining to the Property. The Property is listed as “Cal West Electric, Inc”, and is discussed in further detail in Section 3.3.1.1. 4.0 SITE RECONNAISSANCE 4.1 METHODOLOGY We conducted a reconnaissance of the Property on May 14, 2024. The reconnaissance was performed by Kobe Wang, a Staff Engineer of ENGEO. The Property was viewed for hazardous materials storage, superficial staining or discoloration, debris, stressed vegetation, or other conditions that may be indicative of potential sources of soil or groundwater contamination. The Property was also checked for evidence of fill/ventilation pipes, ground subsidence, or other evidence of existing or pre-existing underground storage tanks. Photographs taken during the site reconnaissance are presented in Figures 4A and 4B. 4.2 GENERAL SITE SETTING The Property is primarily occupied by an industrial warehouse, currently utilized by Vibrant America, a medical research laboratory. Parking associated with the warehouse is located south and east of the warehouse within the Property. A rock processing facility was observed approximately 100 feet west of the Property, across Lowrie Avenue. A storage center was observed adjacent to the north of the Property. A connecting street and an auto body shop were observed to the south of the Property. Two additional industrial buildings were observed approximately 100 feet east of the Property, across San Mateo Avenue. 4.3 EXTERIOR OBSERVATIONS The following table summarizes our observations during the reconnaissance. TABLE 4.3-1: Exterior Site Observations FEATURE TYPE OBSERVATIONS Structures The Property is primarily occupied by one warehouse building. Hazardous Substances and Petroleum Products in Connection with Identified Uses No petroleum products were observed within the Property during the site reconnaissance. Potentially hazardous biological substances were stored in refrigerators within the warehouse in connection with the existing use of the Property. Storage Tanks (underground and above-ground) No above-ground storage tanks or evidence of existing underground storage tanks were observed during the site reconnaissance. Roads The Property is located adjacent to Lowrie Avenue to the west and San Mateo Avenue to the east. A parking lot connecting the two roads is located adjacent to the southern boundary of the Property. Strong, Pungent, or Noxious Odors and Their Sources No odors indicative of hazardous materials or petroleum material impacts were noted at the time of the reconnaissance. 152 Buchanan Street Partners 1341 San Mateo Avenue 25924.000.001 Phase I Environmental Site Assessment Page | 13 August 6, 2024 FEATURE TYPE OBSERVATIONS Standing Surface Water and Pools or Sumps Containing Liquids No pools of potentially hazardous liquid were observed within the Property at the time of our reconnaissance. Drums, Totes, and Intermediate Bulk Containers No drums were observed on the Property at the time of the reconnaissance. Polychlorinated Biphenyls (PCBs) Containing Equipment No potential PCB-containing equipment, including transformers, were observed within the Property during our site reconnaissance. Two transformers were observed on the opposite side of San Mateo Avenue, east of the Property. Stains or Corrosion on Floors, Walls, or Ceilings (Except Water Staining) No stains or corrosion on floors, walls, or ceilings were observed on the Property at the time of our reconnaissance. Drains and Sumps No drains or sumps were observed within the Property at the time of our reconnaissance. Pits, Ponds, and Lagoons No pits, ponds, or lagoons were observed within the Property at the time of our reconnaissance. Stained Soil/Pavement No stained soil or pavement was observed within the Property at the time of our reconnaissance. Stressed Vegetation No signs of stressed vegetation were observed on the Property at the time of our reconnaissance. Solid Waste/Debris No disposal of solid waste was observed within the warehouse the Property. Several abandoned tires and scattered litter was noted south of the warehouse building but within the boundary of the Property. Stockpiles/Fill Material No stockpiles or fill material were observed on the Property during the reconnaissance. Wastewater The Property is served by municipal wastewater services, and storm drains were observed within the Property. Wells No wells were found within the Property during our site reconnaissance. The Property is served by municipal water system services. Septic Systems No septic systems were found within the Property during our site reconnaissance. The Property is served by municipal sewer system services. 4.4 INTERIOR OBSERVATIONS The warehouse was observed to be constructed of concrete and wood. The floors were either left as bare concrete or finished with tile. The first floor of the warehouse was primarily utilized for storage of testing equipment and materials, including eight refrigerators containing potential biohazardous materials associated with research conducted by Vibrant America, the tenant at the time of the site reconnaissance. The second floor of the building was primarily utilized as office space. 4.5 ASBESTOS, LEAD, AND PCB-CONTAINING MATERIALS An asbestos, lead, and PCB-containing building material survey was not conducted as part of this assessment. Given the age of the existing structures, it is conceivable that asbestos, lead, and PCB-containing materials may exist within the structures. 153 Buchanan Street Partners 1341 San Mateo Avenue 25924.000.001 Phase I Environmental Site Assessment Page | 14 August 6, 2024 5.0 INTERVIEWS Mr. Jon C. Suddarth completed a Client-based environmental site questionnaire pertaining to applicable environmental information regarding the Property on May 20, 2024. In the questionnaire, Mr. Suddarth did not identify specific potentially environmentally related issues with the Property; however, he notes that the previous phase I ESA provided included notes about the presence of chemicals and potential releases at the site. Mr. Suddarth is unaware of commonly known, reasonably ascertainable, or specialized knowledge indicative of releases or threatened releases that is material to the potential presence of RECs. Mr. Suddarth has indicated that the purchase price of the Property is reflective of fair market value of the Property. The questionnaire is presented in its entirety in Appendix G. Mr. Hari Krishnamurthy completed a Key Site Manager-related environmental site questionnaire pertaining to applicable environmental information regarding the Property on May 28, 2024. In the questionnaire, Mr. Krishnamurthy did not identify potentially environmentally related issues with the Property. Mr. Krishnamurthy is unaware of commonly known, reasonably ascertainable, or specialized knowledge indicative of releases or threatened releases that is material to the potential presence of RECs. The questionnaire is presented in its entirety in Appendix G. 6.0 FINDINGS AND OPINIONS This assessment included a review of local, state, tribal, and federal environmental record sources, standard historical sources, aerial photographs, fire insurance maps, and physical setting sources. A reconnaissance of the Property was completed to review site use and current conditions to check for the storage, use, production, or disposal of hazardous or potentially hazardous materials and to conduct written/oral interviews with persons knowledgeable about current and past site use. The site reconnaissance and records review did not find documentation or physical evidence of soil, soil gas, or groundwater impairments associated with the use or past use of the Property. A review of regulatory databases maintained by county, state, tribal, and federal agencies found no documentation of hazardous materials violations or discharge on the Property, but did identify contaminated facilities within the appropriate ASTM search distances that would reasonably be expected to impact the Property. Based on the findings of this assessment, no RECs, no historical RECs, and no controlled RECs were identified for the Property. Based on our review of regulatory databases and observations during the site reconnaissance, we identified the following features of potential environmental concern or de minimis conditions. While not considered to be RECs, these features may pose an environmental concern to the Property. We briefly discuss each feature below. • Based on geotechnical explorations at the Property, known fill is present within the upper 7 to 10 feet. Prior to site development, soil profiling should be conducted to evaluate the classification for soil management, disposal criteria, and health and safety purposes. • The facility located adjacent to the southern boundary of the Property reported elevated levels of diesel and benzene in the groundwater, above the San Francisco Regional Water Quality Control Board (SFRWQCB) Environmental Screening Levels (ESLs) for vapor intrusion at commercial or industrial sites. No underground storage tanks or other sources of spills or leaks were noted for the site, and a previous consultant for the case considered impacted fill 154 Buchanan Street Partners 1341 San Mateo Avenue 25924.000.001 Phase I Environmental Site Assessment Page | 15 August 6, 2024 material a potential source of the contamination. The groundwater plume reportedly appeared stable and unlikely to impact the Property. • The Property is associated with a Department of Toxic Substances Control (DTSC) case for a former tenant, Cal West Electric, Inc. The facility was initially identified as an active site by DTSC during a review of Sanborn maps in 1981. A site screening document was completed in 1987, noting the facility rented generators and diesel engines. A preliminary assessment report was completed in 1989, concluding that Cal West Electric, Inc. did not pose any observable public and environmental health threat. Minor spills of ethylene glycol, lubricating oils, and solvents were noted. The facility was recommended as a low priority site; however, it is possible that impacts from the solvents may be present within the Property. • The site is located in a historical industrial area, and dozens of documented releases exist in the site vicinity. It is likely that the industrial history of the area has impacted groundwater regionally. Groundwater underlying the Property would not be considered for beneficial use and will not be used as a potable water source. • Given the age of the development, it is conceivable that potential asbestos-containing materials and/or lead-based paints exist on site. 6.1 DATA GAPS It is our opinion that the findings of this study are based on a sufficient level of information obtained during our contracted scope of services to render a conclusion as to whether additional appropriate investigation is required to identify the presence or likely presence of a REC. Data gaps were not identified during the preparation of this report. 6.2 SIGNIFICANT ASSUMPTIONS OR DEVIATIONS FROM ASTM STANDARD PRACTICE There were no significant deviations from ASTM Standard Practice E1527-21 in the preparation of this report. 7.0 CONCLUSIONS It is our opinion that the findings of this study are based on a sufficient level of information obtained during our contracted scope of services to render a conclusion as to whether additional appropriate investigation is required to identify the presence or likely presence of a REC. We have performed a phase I environmental site assessment of the Property in general conformance with the scope and limitations of ASTM E1527-21 and the standards and practices of the All Appropriate Inquiry – Final Rule (40 Code of Federal Regulations Part 312). Any exception to, or deletions from this practice are described in Sections 6 and 8.1 of the report. This assessment has revealed no evidence of RECs in connection with the Property. We recommend no further environmental studies; however, we recommend the following actions be taken prior to the redevelopment of the Property. • Prior to redevelopment, we recommend that a hazardous materials building survey (HMBS) should be performed to determine if special handling is required. 155 Buchanan Street Partners 1341 San Mateo Avenue 25924.000.001 Phase I Environmental Site Assessment Page | 16 August 6, 2024 • Due to the presence of fill, soil profiling should be conducted prior to redevelopment to evaluate the classification for soil management, disposal criteria and health and safety purposes. 8.0 LIMITATIONS 8.1 LIMITATIONS AND EXCEPTIONS OF ASSESSMENT The professional staff at ENGEO strives to perform its services in a proper and professional manner with reasonable care and competence but is not infallible. The recommendations and conclusions presented in this report were based on the findings of our study, which were developed solely from the contracted services. The findings of the report are based in part on contracted database research, out-of-house reports, and personal communications. The opinions formed by ENGEO are based on the assumed accuracy of the relied upon data in conjunction with our relevant professional experience related to such data interpretation. We assume no liability for the validity of the materials relied upon in the preparation of this report. This document must not be subject to unauthorized reuse; that is, reuse without written authorization of ENGEO. Such authorization is essential because it requires ENGEO to evaluate the document's applicability given new circumstances, not the least of which is passage of time. The findings from a phase I environmental site assessment are valid for 1 year after from the earliest date of the following components: records review, site reconnaissance, interviews, declaration by environmental professional. Updates of portions of the assessment may be necessary after a period of 180 days of the earliest date of the four components. A more extensive assessment that would include a subsurface exploration with laboratory testing of soil, soil gas, and groundwater samples could provide more definitive information concerning site-specific conditions. If additional assessment activities are considered for the Property and if other entities are retained to provide such services, ENGEO cannot be held responsible for any and all claims arising from or resulting from the performance of such services by other persons or entities. ENGEO can also not be held responsible from any and all claims arising or resulting from clarifications, adjustments, modifications, discrepancies, or other changes necessary to reflect changed field or other conditions. 8.2 SPECIAL TERMS AND CONDITIONS We have prepared this report for the exclusive use of our client, Buchanan Street Partners. It is recognized and agreed that ENGEO has assumed responsibility only for undertaking the study for the Client. The responsibility for disclosures or reports to a third party and for remedial or mitigative action shall be solely that of the Client. This phase I environmental site assessment is not intended to represent a complete soil, soil gas, or groundwater characterization, nor define the depth or extent of soil, soil gas, or groundwater contamination. It is intended to provide an evaluation of potential environmental concerns associated with the use of the Property. Laboratory testing of soil, soil gas, or groundwater samples was not within the scope of the contracted services. The assessment did not include an asbestos survey, an evaluation of lead-based paint, an inspection of light ballasts for polychlorinated biphenyls (PCBs), or a mold survey. A radon evaluation was not performed. 156 Buchanan Street Partners 1341 San Mateo Avenue 25924.000.001 Phase I Environmental Site Assessment Page | 17 August 6, 2024 This report is based upon field and other conditions discovered at the time of preparation of ENGEO's assessment. Visual observations referenced in this report are intended only to represent conditions at the time of the reconnaissance. We would not be aware of site contamination, such as dumping and/or accidental spillage, which occurred subsequent to the reconnaissance conducted by ENGEO personnel. 157 Buchanan Street Partners 1341 San Mateo Avenue 25924.000.001 Phase I Environmental Site Assessment August 6, 2024 SELECTED REFERENCES ATC Group Services LLC. 2020. Phase I Environmental Site Assessment. 1341 San Mateo Avenue, South San Francisco, California 94080. July 14, 2020. Bonilla, M.G. 1998. Preliminary geologic map of the San Francisco South 7.5’ quadrangle and part of the Hunters Point 7.5’ quadrangle, San Francisco Bay area, California. 1998. CalGEM Well Finder (https://maps.conservation.ca.gov/doggr/wellfinder/#openModal/-118.94276/37.12009/6) California Department of Public Health – Radon Program– (https://www.cdph.ca.gov/Programs/CEH/DRSEM/CDPH%20Document%20Library/EMB /Radon/Radon%20Test%20Results.pdf). California Department of Water Resources (http://www.water.ca.gov/waterdatalibrary/) California Geologic Energy Management Division (CalGEM) (https://www.conservation.ca.gov/calgem) Google Maps (http://maps.google.com) National Pipeline Mapping System (NPMS) public viewer website https://pvnpms.phmsa.dot.gov/PublicViewer/ 158 FIGURES FIGURE 1: Vicinity Map FIGURE 2: Site Plan FIGURE 3: Assessor’s Parcel Map FIGURES 4A AND 4B: Site Photographs 159 160 161 162 COLD STORAGE, BIOHAZARDOUS MATERIALS DISCARDED AIR CONDITIONING SYSTEM MATERIALS INTERIOR OF WAREHOUSE FROM SECOND FLOOR, FACING SOUTH INTERIOR OF WAREHOUSE FROM SECOND FLOOR, FACING WEST INTERIOR OF WAREHOUSE, FACING NORTH INTERIOR OF WAREHOUSE, FACING WEST SITE PHOTOGRAPHS 1341 SAN MATEO AVENUE SOUTH SAN FRANCISCO, CALIFORNIA PROJECT NUMBER: 25924.000.001 SCALE: NO SCALE DRAWN BY: MMH CHECKED BY: NEP FIGURE NO. 4A ORIGINAL FIGURE PRINTED IN COLORPath :\\usazurefiles.file.core.windows.net\usfiles\Active Projects\_24000 to 25999\25924\Phase I ESA\Site Recon\Site photos CO P Y R I G H T @ 2 0 2 4 B Y E N G E O I N C O R P O R A T E D . T H I S D O C U M E N T M A Y N O T B E R E P R O D U C E D I N W H O L E O R I N P A R T B Y A N Y M E A N S W H A T S O E V E R , N O R M A Y I T B E Q U O T E D W I T H O U T T H E E X P R E S S W R I T T E N C O N S E N T O F E N G E O I N C O R P O R A T E D . 163 LOBBY OF WAREHOUSE BUILDING NORTHERN BOUNDARY OF PROPERTY, HVAC UNITS ADJACENT OFFICES WITHIN WAREHOUSE SOUTHERN SECTION OF PROPERTY, PARKING AREA VIEW OF THE EASTERN SECTION OF THE PROPERTY, FACING SOUTH SITE PHOTOGRAPHS 1341 SAN MATEO AVENUE SOUTH SAN FRANCISCO, CALIFORNIA PROJECT NUMBER: 25924.000.001 SCALE: NO SCALE DRAWN BY: MMH CHECKED BY: NEP FIGURE NO. 4B ORIGINAL FIGURE PRINTED IN COLORPath :\\usazurefiles.file.core.windows.net\usfiles\Active Projects\_24000 to 25999\25924\Phase I ESA\Site Recon\Site photos CO P Y R I G H T @ 2 0 2 4 B Y E N G E O I N C O R P O R A T E D . T H I S D O C U M E N T M A Y N O T B E R E P R O D U C E D I N W H O L E O R I N P A R T B Y A N Y M E A N S W H A T S O E V E R , N O R M A Y I T B E Q U O T E D W I T H O U T T H E E X P R E S S W R I T T E N C O N S E N T O F E N G E O I N C O R P O R A T E D . 164 APPENDIX A ENVIRONMENTAL DATA RESOURCES, INC. Radius Map Report 165 FORM-LBC-TFS ®kcehCoeG htiw tropeR ™paM suidaR RDE ehT 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com 1341 San Mateo Avenue 1341 San Mateo Avenue South San Francisco, CA 94080 Inquiry Number: 7650797.2s May 14, 2024 166 TABLE OF CONTENTS SECTION PAGE Executive Summary ES1 Overview Map 2 Detail Map 3 Map Findings Summary 4 Map Findings 9 Orphan Summary 1862 Government Records Searched/Data Currency Tracking GR-1 GEOCHECK ADDENDUM Physical Setting Source Addendum A-1 Physical Setting Source Summary A-2 Physical Setting SSURGO Soil Map A-9 Physical Setting Source Map A-22 Physical Setting Source Map Findings A-24 Physical Setting Source Records Searched PSGR-1 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, LLC. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. This Report is provided on an "AS IS", "AS AVAILABLE" basis. NO WARRANTY EXPRESS OR IMPLIED IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, LLC AND ITS SUBSIDIARIES, AFFILIATES AND THIRD PARTY SUPPLIERS DISCLAIM ALL WARRANTIES, OF ANY KIND OR NATURE, EXPRESS OR IMPLIED, ARISING OUT OF OR RELATED TO THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN THIS REPORT, INCLUDING WITHOUT LIMITATION, ANY WARRANTIES REGARDING ACCURACY, QUALITY, CORRECTNESS, COMPLETENESS, COMPREHENSIVENESS, SUITABILITY, MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, TITLE, NON-INFRINGEMENT, MISAPPROPRIATION, OR OTHERWISE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, LLC OR ITS SUBSIDIARIES, AFFILIATES OR THIRD PARTY SUPPLIERS BE LIABLE TO ANYONE FOR ANY DIRECT, INCIDENTAL, INDIRECT, SPECIAL, CONSEQUENTIAL OR OTHER DAMAGES OF ANY TYPE OR KIND (INCLUDING BUT NOT LIMITED TO LOSS OF PROFITS, LOSS OF USE, OR LOSS OF DATA) INFORMATION PROVIDED IN THIS REPORT. Any analyses, estimates, ratings, environmental risk levels, or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only an assessment performed by a qualified environmental professional can provide findings, opinions or conclusions regarding the environmental risk or conditions in, on or at any property. Copyright 2024 by Environmental Data Resources, LLC. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, LLC, or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, LLC or its affiliates. All other trademarks used herein are the property of their respective owners. TC7650797.2s Page 1 167 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 1 A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR). The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E1527 - 21), the ASTM Standard Practice for Environmental Site Assessments for Forestland or Rural Property (E2247 - 16), the ASTM Standard Practice for Limited Environmental Due Diligence: Transaction Screen Process (E1528 - 22) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS 1341 SAN MATEO AVENUE SOUTH SAN FRANCISCO, CA 94080 COORDINATES 37.6436720 - 37˚ 38’ 37.21’’Latitude (North): 122.4109980 - 122˚ 24’ 39.59’’Longitude (West): Zone 10Universal Tranverse Mercator: 551963.6UTM X (Meters): 4166239.2UTM Y (Meters): 22 ft. above sea levelElevation: USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY 50005405 SAN FRANCISCO SOUTH, CATarget Property Map: 2021Version Date: AERIAL PHOTOGRAPHY IN THIS REPORT 20200524Portions of Photo from: USDASource: 168 7650797.2s Page 2 B39 MCNEVIN CLEANING SPE 1186 SAN MATEO AVE RCRA-SQG, FINDS, ECHO, EMI, HWTS, HAZNET, CERS Higher 213, 0.040, NE A38 ARCOS ENTERPRISES 1359 SAN MATEO AVE RCRA-SQG Higher 192, 0.036, NNE A37 ARCOS AUTO BODY & DE 1359-61 SAN MATEO San Mateo Co. BI Higher 192, 0.036, NNE A36 GREENSTAR LAUNDRY & 1352 SAN MATEO San Mateo Co. BI Higher 144, 0.027, NE A35 STATIC NINE GARAGE 1350 SAN MATEO San Mateo Co. BI Lower 129, 0.024, ENE A34 SBGARAGE LLC 1350 SAN MATEO AVE RCRA NonGen / NLR Lower 129, 0.024, ENE A33 SB GARAGE LLC 1350 SAN MATEO AVE CERS HAZ WASTE Lower 129, 0.024, ENE A32 SB GARAGE LLC 1350 SAN MATEO San Mateo Co. BI Lower 129, 0.024, ENE A31 ROYAL AUTO LIMO REPA 1331 SAN MATEO AVE RCRA NonGen / NLR Higher 108, 0.020, South A30 ROYAL AUTO REPAIR 1331 SAN MATEO AVE CERS HAZ WASTE, CERS Higher 108, 0.020, South A29 ROYAL AUTO LIMO REPA 1331 SAN MATEO AVE LUST, HWTS, HAZNET Higher 108, 0.020, South A28 AMPHLETT PRINTING 1331 SAN MATEO AVENU RCRA-SQG, CPS-SLIC, FINDS, ECHO, CERS Higher 108, 0.020, South A27 ROYAL AUTO REPAIR 1331 SAN MATEO San Mateo Co. BI Higher 108, 0.020, South A26 TAYLORMADE AUTOMOTIV 1357 SAN MATEO San Mateo Co. BI Higher 100, 0.019, NNE A25 TAYLOR MADE AUTOMOTI 1357 SAN MATEO AVE EDR Hist Auto Higher 100, 0.019, NNE A24 LOWRIE PAVING 1321 LOWRIE AVENUE LUST, HIST UST, Cortese, HIST CORTESE, WDS, CERS Higher 95, 0.018, WNW A23 GRANITE ROCK CO 1321 LOWRIE LUST, SWEEPS UST, San Mateo Co. BI Higher 95, 0.018, WNW A22 GRANITE ROCK CO 1321 LOWRIE UST FINDER RELEASE Higher 95, 0.018, WNW A21 LOWRIE PAVING 1321 LOWRIE AVE HIST UST Higher 95, 0.018, WNW A20 GRANITE ROCK COMPANY 1321 LOWRIE AVE RCRA NonGen / NLR Higher 95, 0.018, WNW A19 GRANITE ROCK CO 1321 LOWRIE AVE AST Higher 95, 0.018, WNW A18 SOUTH SAN FRANCISCO 1321 LOWRIE AVE CERS HAZ WASTE, CERS TANKS, NPDES, CIWQS, CERS Higher 95, 0.018, WNW A17 GRANITE ROCK CO 1321 LOWRIE AST Higher 95, 0.018, WNW A16 GRANITE ROCK COMPANY 1321 LOWRIE AVENUE EMI, HWTS, Notify 65, CERS Higher 95, 0.018, WNW A15 CORPORATE IDENTITY S 1342 SAN MATEO AVE CERS HAZ WASTE Higher 89, 0.017, East A14 CORPORATE IDENTITY S 1342 SAN MATEO AVE RCRA-LQG, EMI Higher 89, 0.017, East A13 CORPORATE IDENTITY S 1342 SAN MATEO San Mateo Co. BI Higher 89, 0.017, East A12 KK GRAPHICS INC 1336 SAN MATEO San Mateo Co. BI Higher 76, 0.014, SE A11 GIANT HORSE PRINTING 1336 SAN MATEO AVE RCRA NonGen / NLR Higher 76, 0.014, SE A10 GIANT HORSE PRINTING 1336 SAN MATEO San Mateo Co. BI Higher 76, 0.014, SE A9 KK GRAPHICS INC 1336 SAN MATEO AVE RCRA NonGen / NLR Higher 76, 0.014, SE A8 CAL-WEST ELECTRICS 1341 SAN MATEO AVE SEMS-ARCHIVE TP A7 AMERICAN TECHNOLOGIE 1341 SAN MATEO AVENU HWTS TP A6 VIBRANT SCIENCES 1341 SAN MATEO AVE RCRA NonGen / NLR TP A5 VIBRANT SCIENCES 1341 SAN MATEO AVE FINDS, ECHO TP A4 AMERICAN TECHNOLOGY 1341 SAN MATEO AVE HWTS TP A3 CAL WEST ELECTRIC, I 1341 SAN MATEO AVENU ENVIROSTOR TP A2 HEAT & CONTROL INC 1341 SAN MATEO San Mateo Co. BI TP A1 AMERICAN TECHNOLOGIE 1341 SAN MATEO AVE HWTS TP MAPPED SITES SUMMARY Target Property Address: 1341 SAN MATEO AVENUE SOUTH SAN FRANCISCO, CA 94080 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS 169 7650797.2s Page 3 H78 PKS TOWING & BODY SH 129 SOUTH LINDEN RCRA-SQG, FINDS, ECHO Higher 668, 0.127, WNW H77 AP ENTERPRISE 129 S LINDEN AVE AST Higher 668, 0.127, WNW H76 OGDEN AVIATION SERVI 129 S LINDEN AVE CERS HAZ WASTE, HWTS, HAZNET, CERS Higher 668, 0.127, WNW H75 MASTERTEC INC DBA AP 129 S LINDEN AVE RCRA NonGen / NLR Higher 668, 0.127, WNW H74 PRIMEFLIGHT AVIATION 129 S LINDEN AVE RCRA NonGen / NLR Higher 668, 0.127, WNW H73 MIKES COLLISION CENT 137 SO LINDEN AVE RCRA-SQG, FINDS, ECHO Higher 666, 0.126, WNW G72 PRODUCE MARKET KEYLO 131 TERMINAL CT HIST UST Lower 635, 0.120, East G71 PRODUCE MARKET KEYLO 131 TERMINAL CT CA FID UST Lower 635, 0.120, East G70 FRESH POINT 131 TERMINAL San Mateo Co. BI Lower 635, 0.120, East G69 OLYMPIAN PRODUCE MKT 131 TERMINAL UST FINDER RELEASE Lower 635, 0.120, East G68 CARCIONE FRESH PRODU 131 TERMINAL San Mateo Co. BI Lower 635, 0.120, East G67 CARCIONE FRESH PROD 131 TERMINAL San Mateo Co. BI Lower 635, 0.120, East G66 OLYMPIAN PRODUCE MKT 131 TERMINAL LUST, SWEEPS UST, Cortese, CERS Lower 635, 0.120, East G65 FRANZELLA PRODUCE IN 131 TERMINAL San Mateo Co. BI Lower 635, 0.120, East G64 PRODUCE MARKET KEYLO 131 TERMINAL San Mateo Co. BI Lower 635, 0.120, East G63 CARCIONE FRESH PRODU 131 TERMINAL San Mateo Co. BI Lower 635, 0.120, East E62 PACIFIC BELL 1384 SAN MATEO AVE RCRA NonGen / NLR, FINDS, ECHO Lower 571, 0.108, NNE F61 BAY CITIES BUILDING 1305 SAN MATEO LUST, Cortese, CERS Higher 558, 0.106, SSW F60 KENAN ADVANTAGE GROU 1305 SAN MATEO AVE RCRA NonGen / NLR Higher 558, 0.106, SSW F59 KAG SPECIALTY PRODUC 1305 SAN MATEO AVE RCRA NonGen / NLR Higher 558, 0.106, SSW F58 BAY CITIES BUILDING 1305 SAN MATEO UST FINDER RELEASE Higher 558, 0.106, SSW F57 BAY CITIES BUILDING 1305 SAN MATEO AVE SWEEPS UST, CA FID UST, HWTS Higher 558, 0.106, SSW F56 BAY CITIES BUILDING 1305 SAN MATEO LUST, HIST UST, CHMIRS, San Mateo Co. BI Higher 558, 0.106, SSW E55 E & J AUTO REPAIR 1383 SAN MATEO San Mateo Co. BI Lower 543, 0.103, NNE E54 DJ & J AUTO CARE 1383 SAN MATEO AVE CERS HAZ WASTE, CERS Lower 543, 0.103, NNE E53 D J & J AUTO CARE 1383 SAN MATEO AVE RCRA NonGen / NLR Lower 543, 0.103, NNE D52 PRINOVA CO INC 1345 LOWRIE San Mateo Co. BI Lower 536, 0.102, North D51 CRANKSHAFT CORP 1381 SAN MATEO San Mateo Co. BI Lower 521, 0.099, NNE B50 GRACE BODY SHOP 1379 SAN MATEO AVE RCRA NonGen / NLR Lower 431, 0.082, NNE B49 GRACE BODY SHOP 1379 SAN MATEO San Mateo Co. BI Lower 431, 0.082, NNE B48 BAYSHORE TRUCK EQUIP 1379 SAN MATEO AVE RCRA-SQG, FINDS, ECHO Lower 431, 0.082, NNE D47 EURO AUTOBODY 1334 LOWRIE San Mateo Co. BI Lower 374, 0.071, North B46 BAYSHORE TRUCK EQUIP 1367 SAN MATEO San Mateo Co. BI Lower 343, 0.065, NNE C45 FEDEX GROUND PACKAGE 1070 SAN MATEO AVE RCRA-SQG Lower 332, 0.063, SSW B44 RC & A PRINTING & PU 1364 SAN MATEO San Mateo Co. BI Lower 324, 0.061, NE B43 KOLVI DEVELOPMENT CO 1361 SAN MATEO AVE HIST UST Higher 251, 0.048, NNE B42 ARCOS AUTO BODY & DE 1361 SAN MATEO San Mateo Co. BI Higher 251, 0.048, NNE C41 LUBRIVAN TRUCK SERVI 1320 SAN MATEO UST FINDER RELEASE Lower 224, 0.042, SSE C40 LUBRIVAN TRUCK SERVI 1320 SAN MATEO LUST, Cortese, HIST CORTESE, CERS Lower 224, 0.042, SSE MAPPED SITES SUMMARY Target Property Address: 1341 SAN MATEO AVENUE SOUTH SAN FRANCISCO, CA 94080 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS 170 7650797.2s Page 4 M117 KARTWERKS INC 1352 LOWRIE San Mateo Co. BI Lower 768, 0.145, North J116 DUPONT KANSAI PFAS ECHO Higher 763, 0.145, WSW H115 SAN BRUNO INVESTMENT PFAS ECHO Lower 754, 0.143, WNW K114 EURO AUTOBODY 119 S LINDEN AVE CERS HAZ WASTE, EMI Lower 750, 0.142, NW K113 PRESSURE GROUT COMPA 119 SOUTH LINDEN AVE LUST, Cortese, HIST CORTESE, CERS Lower 750, 0.142, NW K112 EURO AUTOBODY 119 SOUTH LINDEN AVE RCRA NonGen / NLR Lower 750, 0.142, NW K111 PRESSURE GROUT COMPA 119 SOUTH LINDEN AVE UST FINDER RELEASE Lower 750, 0.142, NW L110 SILVESTRI 149 S LINDEN CERS HAZ WASTE, CERS Higher 735, 0.139, West L109 A SILVESTRI CORPORAT 149 SOUTH LINDEN AVE RCRA NonGen / NLR Higher 735, 0.139, West F108 HARVEST VACATION TOU 218 SHAW RD RCRA NonGen / NLR Lower 734, 0.139, South F107 AHERN RENTALS SFO-15 218 SHAW San Mateo Co. BI Lower 734, 0.139, South F106 JCW 218 SHAW ROAD #8 RCRA NonGen / NLR Lower 734, 0.139, South F105 JCW 218 SHAW RD, STE 8 RCRA NonGen / NLR Lower 734, 0.139, South F104 JCW 218 W. SHAW RD. SUIT RCRA NonGen / NLR Lower 734, 0.139, South J103 MIZRA/SETO PROPERTY 165 LINDEN LUST, Cortese, HIST CORTESE, CERS Higher 732, 0.139, WSW J102 MIZRA/SETO PROPERTY 165 SOUTH LINDEN AVE UST FINDER RELEASE Higher 732, 0.139, WSW J101 PACIFIC COAST CAPITA 165 S LINDEN AVE RCRA NonGen / NLR Higher 732, 0.139, WSW J100 CLS GLOBAL TRANSPORT 165 S LINDEN AVE RCRA NonGen / NLR Higher 732, 0.139, WSW J99 MARSHAL M MIRZA INC 165 SOUTH LINDEN AVE LUST, HIST UST Higher 732, 0.139, WSW F98 OUTPUT ENABLERS LLC 220 S LINDEN AVE STE RCRA NonGen / NLR Lower 726, 0.138, SSW F97 INTERNATIONAL PAINT 220 S LINDEN AVE SEMS-ARCHIVE, CORRACTS, RCRA-SQG, ENVIROSTOR,... Lower 726, 0.138, SSW F96 L & D EQUIPMENT INC 220 S LINDEN AVE RCRA NonGen / NLR Lower 726, 0.138, SSW K95 JP AUTO BODY 2ND 123 S LINDEN AVE RCRA NonGen / NLR Lower 711, 0.135, NW J94 PIERCE TRUCKING 201 SOUTH LINDEN AVE UST FINDER RELEASE Higher 702, 0.133, SW J93 PIERCE TRUCKING 201 SOUTH LINDEN AVE LUST, Cortese, CERS Higher 702, 0.133, SW J92 PIERCE TRUCKING 201 S LINDEN AVE LUST Higher 702, 0.133, SW E91 PEKING HANDICRAFT 1388 SAN MATEO LUST, Cortese, HIST CORTESE, CERS Lower 696, 0.132, NNE E90 PEKING HANDICRAFT 1388 SAN MATEO UST FINDER RELEASE Lower 696, 0.132, NNE I89 DELUXE PACKAGES 205 SHAW RD SO RCRA-SQG, CPS-SLIC, HIST UST, RAATS, FINDS, ECHO,... Lower 688, 0.130, South I88 VALLEY AUTOMOTIVE 205 SHAW San Mateo Co. BI Lower 688, 0.130, South H87 BLUE SKY AUTO BODY 125 S LINDEN RCRA NonGen / NLR Lower 684, 0.130, WNW H86 PRESSURE GROUT COMPA 125 SOUTH LINDEN AVE LUST, Cortese, HIST CORTESE, CERS Lower 684, 0.130, WNW H85 PRESSURE GROUT COMPA 125 SOUTH LINDEN AVE UST FINDER RELEASE Lower 684, 0.130, WNW H84 BLUE SKY AUTO BODY I 125 S LINDEN AVE CERS HAZ WASTE, EMI, HWTS, CERS Lower 684, 0.130, WNW H83 PRESSURE GROUT COMPA 125 S LINDEN AVE LUST Lower 684, 0.130, WNW H82 BLUE SKY AUTO BODY 125 SOUTH LINDEN AVE RCRA NonGen / NLR Lower 684, 0.130, WNW H81 PRESTIGE AUTO BODY A 143 SO LINDEN AVE RCRA NonGen / NLR Higher 683, 0.129, West H80 PRESTIGE AUTO BODY 143 S LINDEN AVE CERS HAZ WASTE Higher 683, 0.129, West E79 GRACE BODY SHOP 1387 SAN MATEO RCRA-SQG, San Mateo Co. BI, EMI, HWTS, HAZNET Lower 673, 0.127, NNE MAPPED SITES SUMMARY Target Property Address: 1341 SAN MATEO AVENUE SOUTH SAN FRANCISCO, CA 94080 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS 171 7650797.2s Page 5 L156 AT&T CALIFORNIA - P2 150 S LINDEN AVE CERS HAZ WASTE, CERS Higher 830, 0.157, West L155 BAY CITIES BUILDING 150 S LINDEN AVE SWEEPS UST Higher 830, 0.157, West L154 AT&T 150 S LINDEN AVE RCRA NonGen / NLR Higher 830, 0.157, West L153 BAY CITIES BUILDING 150 S LINDEN AVE CA FID UST, HWTS, HAZNET Higher 830, 0.157, West I152 CATALENT 228 SHAW RD RCRA NonGen / NLR Lower 827, 0.157, SSE I151 CATALENT WELLNESS CA 228 SHAW RD CERS HAZ WASTE, CERS Lower 827, 0.157, SSE N150 SSF SEWAGE PUMP STAT 235 SHAW San Mateo Co. BI Higher 824, 0.156, SSE I149 ANCHOR FENCE CO 212 SHAW San Mateo Co. BI Lower 820, 0.155, South K148 REICHHOLD 120 SO LINDEN AVE HIST UST Lower 815, 0.154, WNW K147 REICHOLD CHEMICALS, 120 SOUTH LINDEN RESPONSE, ENVIROSTOR, HIST Cal-Sites Lower 815, 0.154, WNW K146 SAN BRUNO INVESTMENT 120 S LINDEN AVE RCRA-SQG, FINDS, ECHO Lower 815, 0.154, WNW I145 NORTH STATE ENVIRONM 214 SHAW San Mateo Co. BI Lower 808, 0.153, South I144 NORTH STATE ENV 90 S SPRUCE AVE RCRA NonGen / NLR, PADS Lower 808, 0.153, South I143 NORTH STATE ENVIRONM 214 SHAW ROAD RCRA NonGen / NLR Lower 808, 0.153, South I142 UNITED KITCHEN EQUIP 206 SHAW San Mateo Co. BI Lower 803, 0.152, South I141 UMILI AMERICA 200 SHAW San Mateo Co. BI Lower 803, 0.152, South H140 SSF AUTO CENTER INC 140 S LINDEN AVE STE RCRA NonGen / NLR Higher 794, 0.150, West H139 EURO AUTO BODY 140 S LINDEN AVE UNI RCRA-SQG, FINDS, ECHO Higher 794, 0.150, West H138 SSF AUTO CENTER 140 S LINDEN AVE D CERS HAZ WASTE, CERS Higher 794, 0.150, West H137 TRAMCO TRANSMISSION 140 S LINDEN AVE RCRA-SQG Higher 794, 0.150, West H136 ACUTECH AUTOS INC 140 S LINDEN AVE UN RCRA-SQG, FINDS Higher 794, 0.150, West H135 JIN’S AUTO REPAIR IN 140 S LINDEN AVE STE RCRA NonGen / NLR Higher 794, 0.150, West H134 AUTO PRECISION REPAI 140 S LINDEN AVE STE RCRA NonGen / NLR Higher 794, 0.150, West F133 SOUTH SAN FRANCISCO UNKNOWN SHAW RD & SA HIST CORTESE Lower 793, 0.150, SSW N132 H.G. MAKELIM CO. 219 SHAW San Mateo Co. BI Higher 786, 0.149, SSE H131 TRIPLE R AUTO BODY 130 E SOUTH LINDEN RCRA-SQG, FINDS, ECHO, HWTS, HAZNET Higher 783, 0.148, WNW I130 SAN FRANCISCO DIFFER 214 SHAW RD BLDG 8 # San Mateo Co. BI Lower 782, 0.148, South H129 WU’S AUTO CENTER 136 S LINDEN AVE STE RCRA NonGen / NLR Higher 782, 0.148, WNW H128 MASON’S AUTO COLLISI 136 S LINDEN STE B CERS HAZ WASTE Higher 782, 0.148, WNW H127 MASON’S AUTO COLLISI 136 S LINDEN AVE STE RCRA NonGen / NLR Higher 782, 0.148, WNW H126 SIGNATURE BODY SHOP 136 S LINDEN AVE STE RCRA NonGen / NLR Higher 782, 0.148, WNW H125 BODY WORKZ AUTO COLL 136 S LINDEN AVE #E RCRA NonGen / NLR Higher 782, 0.148, WNW H124 CLASSIC SHUTTLE SERV 130 S LINDEN AVE F CERS HAZ WASTE, CERS Higher 778, 0.147, WNW H123 S&W AUTO WORKS 130 S LINDEN AVE STE RCRA NonGen / NLR Higher 778, 0.147, WNW H122 CLASSIC SHUTTLE SERV 130 S LINDEN AVE STE RCRA NonGen / NLR Higher 778, 0.147, WNW H121 G&O AUTO BODY & REPA 130 S LINDEN AVE STE RCRA NonGen / NLR Higher 778, 0.147, WNW H120 UNLIMITED TOOL REPAI 130 S LINDEN AVE STE RCRA NonGen / NLR Higher 778, 0.147, WNW H119 S & W AUTOWORKS 130 S LINDEN AVE A CERS HAZ WASTE, EMI, HWTS, HAZNET Higher 778, 0.147, WNW E118 NATIONWIDE LIMOUSINE 1397 SAN MATEO San Mateo Co. BI Lower 773, 0.146, NNE MAPPED SITES SUMMARY Target Property Address: 1341 SAN MATEO AVENUE SOUTH SAN FRANCISCO, CA 94080 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS 172 7650797.2s Page 6 Q195 B & B TRANSMISSIONS 1299 SAN MATEO San Mateo Co. BI Lower 934, 0.177, SSW Q194 PODIUM AUTO CENTER 1299 SAN MATEO San Mateo Co. BI Lower 934, 0.177, SSW Q193 B & B TRANSMISSIONS 1299 SAN MATEO AVE RCRA NonGen / NLR Lower 934, 0.177, SSW Q192 UCS AUTO REPAIRS INC 1299 SAN MATEO AVE CERS HAZ WASTE, HWTS, HAZNET, CERS Lower 934, 0.177, SSW Q191 TORRES TEXACO 1299 SAN MATEO AVE LUST, HIST UST, Cortese, HWTS, CERS Lower 934, 0.177, SSW Q190 UCS AUTO REPAIRS INC 1299 SAN MATEO AVE RCRA NonGen / NLR Lower 934, 0.177, SSW Q189 PODIUM AUTO CENTER 1299 SAN MATEO AVE RCRA NonGen / NLR Lower 934, 0.177, SSW Q188 B AND B TRANSMISSION 1299 SAN MATEO AVENU UST FINDER RELEASE Lower 934, 0.177, SSW J187 READYSPACES 240 DOLLAR AVE RCRA NonGen / NLR Higher 902, 0.171, SW J186 WINGFOOT 240 DOLLAR San Mateo Co. BI Higher 902, 0.171, SW J185 READYSPACES 240 DOLLAR AVE FINDS, PFAS ECHO Higher 902, 0.171, SW J184 BENNY NG 240 DOLLAR AVENUE RCRA NonGen / NLR Higher 902, 0.171, SW K183 ALL PETROLEUM RECOVE 114 SO LINDEN AVE RCRA NonGen / NLR Lower 895, 0.170, NW P182 E I DUPONT AUTO SERV 160 S LINDEN AVE CA FID UST Higher 870, 0.165, WSW P181 DC3 THERAPEUTICS LLC 160 S LINDEN AVE STE RCRA NonGen / NLR Higher 870, 0.165, WSW P180 AUTOMOTIVE SERVICE C 160 S. LINDEN AVE. SEMS-ARCHIVE, CORRACTS, RCRA NonGen / NLR Higher 870, 0.165, WSW P179 DUPONT 160 LINDEN RESPONSE, ENVIROSTOR, LUST, San Mateo Co. BI,... Higher 870, 0.165, WSW P178 WEST COAST AUTOMOTIV 160 S LINDEN AVE LUST, HWP, HWTS, HAZNET Higher 870, 0.165, WSW P177 WEST COAST AUTOMOTIV 160 S LINDEN AVE ENVIROSTOR Higher 870, 0.165, WSW P176 ACCURATE PRINTING 160 S LINDEN AVE #12 RCRA NonGen / NLR Higher 870, 0.165, WSW P175 DUPONT 160 SOUTH LINDEN AVE UST FINDER RELEASE Higher 870, 0.165, WSW P174 SFO AIRPORTER INC DB 160 S LINDEN AVE STE RCRA NonGen / NLR Higher 870, 0.165, WSW P173 WEST COAST AUTOMOTIV 160 S LINDEN AVE HIST UST, ICE Higher 870, 0.165, WSW P172 GRANITE EXCAVATION A 160 S. LINDEN AVE, S RCRA NonGen / NLR Higher 870, 0.165, WSW P171 GRANITE EXCAVATION & 160 S LINDEN AVE STE RCRA NonGen / NLR Higher 870, 0.165, WSW P170 E.I. DUPONT DE NEMOU 160 SOUTH LINDEN AVE HIST Cal-Sites Higher 870, 0.165, WSW P169 SFO AIRPORTER INC 160 S LINDEN AVE AST Higher 870, 0.165, WSW P168 E I DUPONT DE NEMONE 160 S LINDEN AVE SWEEPS UST, HIST UST Higher 870, 0.165, WSW P167 E.I. DUPONT DE NEMOU 160 S LINDEN AVE HIST UST, NPDES, CERS Higher 870, 0.165, WSW O166 FOUR STAR AUTOMOTIVE 113 S LINDEN AVE SWEEPS UST Lower 865, 0.164, NW O165 FOUR STAR AUTOMOTIVE 113 SOUTH LINDEN AVE UST FINDER RELEASE Lower 865, 0.164, NW O164 FOUR STAR AUTOMOTIVE 113 S LINDEN AVE RCRA-SQG, LUST, HIST UST, CA FID UST, FINDS, ECHO,... Lower 865, 0.164, NW M163 FOUR STAR AUTOMOTIVE 1405 SAN MATEO LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Lower 851, 0.161, NNE M162 FOUR STAR AUTOMOTIVE 1405 SAN MATEO UST FINDER RELEASE Lower 851, 0.161, NNE M161 FOUR STAR AUTOMOTIVE 1405 SAN MATEO AVE RCRA-LQG, AST, CERS HAZ WASTE, SWEEPS UST, HIST... Lower 851, 0.161, NNE M160 CERES 1353 LOWRIE San Mateo Co. BI Lower 845, 0.160, North J159 SOUTHLINE PROJECT 180 SOUTH LINDEN AVE RCRA NonGen / NLR Higher 837, 0.159, WSW J158 MERCURY TOURS 180 S LINDEN AVE RCRA NonGen / NLR Higher 837, 0.159, WSW L157 CENTRAL CONCRETE SUP 150 S LINDEN AVE RCRA NonGen / NLR Higher 830, 0.157, West MAPPED SITES SUMMARY Target Property Address: 1341 SAN MATEO AVENUE SOUTH SAN FRANCISCO, CA 94080 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS 173 7650797.2s Page 7 O234 RALPH KING FURNITURE 100 S LINDEN AVE RCRA NonGen / NLR Lower 1104, 0.209, NNW O233 RALPH KING FURNITURE 100 S LINDEN AVE CERS HAZ WASTE Lower 1104, 0.209, NNW Q232 VALLEJO’S AUTO BODY 1269 SAN MATEO AVE RCRA NonGen / NLR Lower 1100, 0.208, South Q231 SAN BRUNO AUTO KRAFT 1269 SAN MATEO AVENU RCRA-SQG Lower 1100, 0.208, South Q230 VALLEJOS AUTO BODY & 1269 SAN MATEO AVE RCRA-SQG, WMUDS/SWAT, San Mateo Co. BI, EMI Lower 1100, 0.208, South Q229 WILL-STA, INC. 1276 MONTGOMERY UST FINDER RELEASE Lower 1089, 0.206, SSW Q228 WILL-STA, INC. 1276 MONTGOMERY LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Lower 1089, 0.206, SSW Q227 A&F AUTO BODY 1265 SAN MATEO AVE RCRA NonGen / NLR Lower 1086, 0.206, South Q226 JIM GRIFFIN & SONS A 1265 SAN MATEO AVENU San Mateo Co. BI, EMI, CERS Lower 1086, 0.206, South Q225 DR AUTO BODY SHOP 1273 SAN MATEO San Mateo Co. BI Lower 1051, 0.199, SSW Q224 JOSELITOS AUTOMOTIVE 1273 SAN MATEO San Mateo Co. BI Lower 1051, 0.199, SSW Q223 DR AUTO BODY 1273 SAN MATEO AVE RCRA NonGen / NLR Lower 1051, 0.199, SSW O222 HARRIS BROS AUTO BOD 104 S LINDEN AVE RCRA NonGen / NLR Lower 1044, 0.198, NW O221 HARRIS BROTHERS AUTO 104 S LINDEN AVE CERS HAZ WASTE, CERS Lower 1044, 0.198, NW R220 SPORTS AND GRAPHICS 1417 SAN MATEO AVE RCRA-SQG Lower 1035, 0.196, NNE O219 CHEVRON AST FACILITY 103 SOUTH LINDEN STR CPS-SLIC, CERS Lower 1031, 0.195, NNW O218 SOUTH SAN FRANCISCO 103 S LINDEN AVE LUST, HWTS, HAZNET Lower 1031, 0.195, NNW O217 UNITED PERFORMANCE C 108 S LINDEN CERS HAZ WASTE, CERS Lower 1002, 0.190, NW O216 UNITED PERFORMANCE C 108 SOUTH LINDEN AVE RCRA NonGen / NLR Lower 1002, 0.190, NW O215 U-SAVE PLUMBING HARD 108 SOUTH LINDEN AVE UST FINDER RELEASE Lower 1002, 0.190, NW O214 U-SAVE PLUMBING HARD 108 SOUTH LINDEN AVE LUST, San Mateo Co. BI, Cortese Lower 1002, 0.190, NW O213 U-SAVE PLUMBING HARD 108 SOUTH LINDEN AVE DEED, CERS Lower 1002, 0.190, NW O212 FRIENDSHIP PRINTING 108 S LINDEN AVE LUST, HWTS, HAZNET Lower 1002, 0.190, NW Q211 OSCAR M VASQUEZ LEGA 161 TANFORAN AVE RCRA NonGen / NLR Lower 982, 0.186, SSW Q210 LEGACY AUTO TECH 161 TANFORAN AVE CERS HAZ WASTE, HWTS, CERS Lower 982, 0.186, SSW Q209 LC AUTO ELECTRIC 161 TANFORAN CENTER San Mateo Co. BI Lower 982, 0.186, SSW R208 PRATT & LAMBERT INC. 1417 SAN MEDRO AVE. RCRA-SQG, FINDS, ECHO Lower 976, 0.185, NNE N207 FEDEX GROUND PACKAGE 220 SHAW ROAD RCRA-SQG, FINDS, ECHO Higher 958, 0.181, SSE N206 BACON PROPERTY 220 SHAW RD LUST Higher 958, 0.181, SSE N205 PREMIER MOUNTING & D 220 SHAW San Mateo Co. BI Higher 958, 0.181, SSE N204 BACON PROPERTY 220 SHAW ROAD LUST, Cortese, CERS Higher 958, 0.181, SSE N203 BACON PROPERTY 220 SHAW ROAD UST FINDER RELEASE Higher 958, 0.181, SSE O202 AUTOTECH, INC 112 SO LINDEN AVENUE CERS HAZ WASTE, EMI, HWTS, HAZNET, CERS Lower 955, 0.181, NW O201 JP AUTO BODY 112 S LINDEN AVE RCRA NonGen / NLR Lower 955, 0.181, NW O200 SHERWIN WILLIAMS CO 112 S LINDEN AVE RCRA NonGen / NLR, FINDS, ECHO Lower 955, 0.181, NW R199 DYNASTY CUSTOMS BROK 1409 SAN MATEO San Mateo Co. BI Lower 941, 0.178, NNE N198 HEAT & CONTROL INC 225 SHAW San Mateo Co. BI Higher 938, 0.178, SE N197 GIANNINI GARDEN ORNA 225 SHAW RD CERS HAZ WASTE, HWTS, HAZNET, CERS Higher 938, 0.178, SE N196 GIANNINI GARDEN ORNA 225 SHAW RD RCRA NonGen / NLR Higher 938, 0.178, SE MAPPED SITES SUMMARY Target Property Address: 1341 SAN MATEO AVENUE SOUTH SAN FRANCISCO, CA 94080 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS 174 7650797.2s Page 8 X273 AMAZON COLLISION CEN 1255 MONTGOMERY AVE RCRA NonGen / NLR Lower 1252, 0.237, SSW X272 PRO TECH 1255 MONTGOMERY San Mateo Co. BI Lower 1252, 0.237, SSW Y271 KEM MFG CORP 78 S LINDEN AVE SEMS-ARCHIVE Lower 1239, 0.235, NNW Y270 KEN MANUFACTURING CO 78 SOUTH LINDEN AVEN ENVIROSTOR Lower 1239, 0.235, NNW X269 SUPERIOR AUTO REPAIR 1253 SAN MATEO AVE CERS HAZ WASTE, HWTS, HAZNET, CERS Lower 1218, 0.231, South X268 SAN BRUNO AUTO KRAFT 1253 SAN MATEO AVE RCRA-SQG, FINDS, ECHO, San Mateo Co. BI, EMI, CERS Lower 1218, 0.231, South X267 SUPERIOR AUTO REPAIR 1253 SAN MATEO AVE RCRA NonGen / NLR Lower 1218, 0.231, South Q266 BUDS AUTO CLINIC 1254 MONTGOMERY AVE RCRA NonGen / NLR Lower 1209, 0.229, SSW Q265 BUDS AUTO CLINIC 1254 MONTGOMERY ST CERS HAZ WASTE Lower 1209, 0.229, SSW Q264 BUDS AUTO CLINIC 1254 MONTGOMERY San Mateo Co. BI Lower 1209, 0.229, SSW Y263 SOUTH LINDEN, LLC 88 S LINDEN AVE RCRA NonGen / NLR Lower 1205, 0.228, NNW Y262 O’REILLY AUTO PARTS 88 S LINDEN AVE RCRA-VSQG, CERS HAZ WASTE, FINDS, ECHO, HWTS,... Lower 1205, 0.228, NNW R261 ALI BABA 1429 SAN MATEO San Mateo Co. BI Lower 1200, 0.227, NNE X260 JAPAN AUTO SERVICE 1249 SAN MATEO San Mateo Co. BI Lower 1199, 0.227, South X259 SEGOVIA AUTO BODY IN 1249 SAN MATEO AVE RCRA NonGen / NLR Lower 1199, 0.227, South Q258 GRAFEN MACHINE WORKS 1245 SAN MATEO San Mateo Co. BI Lower 1184, 0.224, South Q257 LERA GLASS INC 1245 SAN MATEO AVE RCRA NonGen / NLR Lower 1184, 0.224, South W256 SHASTA PRODUCE 155 TERMINAL San Mateo Co. BI Lower 1183, 0.224, NE S255 DY DEE WASH CORP 1369 LOWRIE San Mateo Co. BI Lower 1180, 0.223, North W254 SAM TRANS (VACANT) 196 PRODUCE LUST, Cortese, HIST CORTESE, CERS Lower 1169, 0.221, NE W253 SAN MATEO COUNTY TRA 196 PRODUCE LUST, San Mateo Co. BI Lower 1169, 0.221, NE W252 SAM TRANS (VACANT) 196 PRODUCE UST FINDER RELEASE Lower 1169, 0.221, NE V251 UNION PACIFIC ADJACENT 69 SOUTH LI CPS-SLIC, CERS Lower 1158, 0.219, NNW U250 SYLVANIA LIGHTING SE 263 S MAPLE AVE CA FID UST Higher 1143, 0.216, West U249 SYLVANIA LIGHTING SE 263 S MAPLE AVE CERS HAZ WASTE, SWEEPS UST, HWTS Higher 1143, 0.216, West U248 UTILITY CONSTRUCTION 263 S MAPLE AVE RCRA NonGen / NLR Higher 1143, 0.216, West U247 ALVAH CONTRACTORS IN 263 S MAPLE AVE RCRA NonGen / NLR Higher 1143, 0.216, West T246 MCLELLAN INDUSTRIES, PFAS ECHO Lower 1141, 0.216, SE Q245 RECOLOGY SAN BRUNO D 101 TANFORAN AVE RCRA NonGen / NLR Lower 1131, 0.214, SSW Q244 SAN BRUNO GARBAGE CO 101 TANFORAN AVE HIST UST Lower 1131, 0.214, SSW Q243 SAN BRUNO GARBAGE 101 TANFORAN San Mateo Co. BI Lower 1131, 0.214, SSW Q242 SAN BRUNO GARBAGE CO 101 TANFORAN AVE SWEEPS UST, CA FID UST Lower 1131, 0.214, SSW Q241 SAN MATEO COUNTY - E 101 TANFORAN AVE SWF/LF, CERS HAZ WASTE, HWTS, HAZNET, NPDES,... Lower 1131, 0.214, SSW S240 CALS 1368 LOWRIE San Mateo Co. BI Higher 1118, 0.212, North Q239 A & F AUTO BODY REPA 1261-65 SAN MATEO San Mateo Co. BI Lower 1111, 0.210, South Q238 JIM GRIFFIN & SON BR 1261 SAN MATEO San Mateo Co. BI Lower 1111, 0.210, South R237 UTAP PRINTING CO., I 1423 SAN MATEO San Mateo Co. BI Lower 1110, 0.210, NNE R236 VTAP PRINTING 1423 SAN MATEO AVE RCRA-SQG Lower 1110, 0.210, NNE R235 UTAP PRINTING CO., I 1423 SAN MATEO AVE CERS HAZ WASTE, CERS Lower 1110, 0.210, NNE MAPPED SITES SUMMARY Target Property Address: 1341 SAN MATEO AVENUE SOUTH SAN FRANCISCO, CA 94080 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS 175 7650797.2s Page 9 AB312 1245 MONTGOMERY AVE 1245 MONTGOMERY AVEN CPS-SLIC Lower 1341, 0.254, SSW AB311 1245 MONTGOMERY AVE 1245 MONTGOMERY AVEN UST FINDER RELEASE Lower 1341, 0.254, SSW AB310 1245 MONTGOMERY AVE 1245 MONTGOMERY AVEN LUST, Cortese, CERS Lower 1341, 0.254, SSW AB309 PHASE II CORP 1229 MONTGOMERY RCRA-SQG, ENVIROSTOR, CPS-SLIC, SWEEPS UST, HIST... Lower 1341, 0.254, SSW T308 STURDY OIL 251 SHAW San Mateo Co. BI, HIST CORTESE Lower 1324, 0.251, SE V307 UNION PACIFIC - SITE EAST OF 69 S. LINDEN ENVIROSTOR, VCP Lower 1312, 0.248, NNW Z306 PARKING CORPORATION 120 TERMINAL LUST, CPS-SLIC, CERS Lower 1307, 0.248, NE Z305 MIKES MOBIL TRUCK SE 110 TERMINAL San Mateo Co. BI Lower 1307, 0.248, NE X304 SEGOVIA AUTO REPAIR 1229 SAN MATEO San Mateo Co. BI Lower 1306, 0.247, South AA303 W W GRAINGER 1430 SAN MATEO San Mateo Co. BI Lower 1301, 0.246, NNE AA302 PENINSULA AUTO BODY 1430 SAN MATEO AVE CERS HAZ WASTE, HWTS, HAZNET Lower 1301, 0.246, NNE AA301 PENINSULA AUTO BODY 1430 SAN MATEO AVE RCRA NonGen / NLR Lower 1301, 0.246, NNE X300 HOOKER-KOLB MEAT CO 1247 MONTGOMERY AVE HIST UST, San Mateo Co. BI Lower 1296, 0.245, SSW X299 CRANKSHAFT CORPORATI 1247 MONTGOMERY San Mateo Co. BI Lower 1296, 0.245, SSW S298 UNIVERSAL FLEET SUPP 1376 LOWRIE AVE RCRA-SQG, FINDS, ECHO Higher 1292, 0.245, North S297 UNIVERSAL FLEET SUPP 1376 LOWRIE San Mateo Co. BI Higher 1292, 0.245, North V296 SOUTH SAN FRANCISCO 69 SOUTH LINDEN AVEN HIST UST, CA FID UST Lower 1277, 0.242, NNW V295 SOUTH CITY AUTO CENT 69 S LINDEN AVE RCRA NonGen / NLR Lower 1277, 0.242, NNW V294 SOUTH CITY AUTO CENT 69 S LINDEN CERS HAZ WASTE, CERS Lower 1277, 0.242, NNW V293 SOUTH SAN FRANCISCO 69 S LINDEN AVE LUST, HIST UST, HWTS, HAZNET Lower 1277, 0.242, NNW V292 SOUTH SAN FRANCISCO 69 S LINDEN AVE RCRA NonGen / NLR Lower 1277, 0.242, NNW V291 SOUTH CITY SCAVENGER 69 SOUTH LINDEN AVEN UST FINDER RELEASE Lower 1277, 0.242, NNW V290 SOUTH CITY SCAVENGER 69 SOUTH LINDEN AVEN LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Lower 1277, 0.242, NNW V289 BAYSIDE COLLISION CE 69 S LINDEN AVE RCRA NonGen / NLR Lower 1277, 0.242, NNW V288 BAYSIDE COLLISION CE 69 S LINDEN AVE SWEEPS UST, EMI Lower 1277, 0.242, NNW T287 MCLELLAN 257 SHAW RD RCRA-SQG, HIST UST, FINDS, ECHO Lower 1265, 0.240, SE S286 CRESCO EQUIPMENT REN 1431 SAN MATEO San Mateo Co. BI Lower 1260, 0.239, NNE S285 NORCAL RENTAL GROUP 1431 SAN MATEO AVE RCRA NonGen / NLR Lower 1260, 0.239, NNE S284 CRESCO EQUIPMENT REN 1431 SAN MATEO AVE CERS HAZ WASTE, CERS Lower 1260, 0.239, NNE Z283 PARK N FLY OF SAN FR 101 TERMINAL CT HIST UST Lower 1258, 0.238, NE Z282 PARK’N FLY OF SAN FR 101 TERMINAL CT SWEEPS UST Lower 1258, 0.238, NE Z281 PARK’N FLY OF SAN FR 101 TERMINAL CT CA FID UST Lower 1258, 0.238, NE Z280 CLS GLOBAL TRANSPORT 101 TERMINAL CT ISLE RCRA NonGen / NLR Lower 1258, 0.238, NE Z279 PARK ’N FLY OF SAN F 101 TERMINAL CT RCRA NonGen / NLR Lower 1258, 0.238, NE Z278 PARK N FLY INC 101 TERMINAL San Mateo Co. BI Lower 1258, 0.238, NE X277 CASTILLOS AUTO REPAI 1240 MONTGOMERY San Mateo Co. BI Lower 1257, 0.238, SSW X276 GEORGE ABRAHAMSOHN 1240 MONTGOMERY AVE RCRA NonGen / NLR Lower 1257, 0.238, SSW X275 AMAZON AUTOBODY 1255 MONTGOMERY AVE RCRA NonGen / NLR Lower 1252, 0.237, SSW X274 AMAZON AUTO BODY 1255 MONTGOMERY AVE RCRA NonGen / NLR Lower 1252, 0.237, SSW MAPPED SITES SUMMARY Target Property Address: 1341 SAN MATEO AVENUE SOUTH SAN FRANCISCO, CA 94080 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS 176 7650797.2s Page 10 AO351 MERRY X RAY CHEMICAL 131 S MAPLE AVE UNIT RCRA NonGen / NLR, HWP, HWTS, HAZNET Higher 1889, 0.358, NNW AN350 BARBARA BUTLER ARTIS 325 S MAPLE AVE #37 CPS-SLIC, PFAS, HWTS Higher 1841, 0.349, WSW AN349 POETSCH PETERSON TAN 325 SOUTH MAPLE AVE CPS-SLIC, CERS Higher 1841, 0.349, WSW AN348 POETSCH AND PETERSON 325 SOUTH MAPLE AVEN ENVIROSTOR Higher 1841, 0.349, WSW AM347 GROSVENOR HOTEL 380 S AIRPORT BLVD LUST, HWTS, HAZNET, CERS Lower 1840, 0.348, East AM346 GROSVENOR AIRPORT AS 380 SO AIRPORT BLVD LUST, HIST UST, Cortese, HIST CORTESE, CERS Lower 1840, 0.348, East AM345 GROSVENOR AIRPORT IN 380 SOUTH AIRPORT BO UST FINDER RELEASE Lower 1840, 0.348, East AM344 GROSVENOR AIRPORT IN 380 AIRPORT LUST, SWEEPS UST, San Mateo Co. BI, HWTS Lower 1840, 0.348, East AL343 GELCO TRUCK LEASING 1395 LOWRIE UST FINDER RELEASE Higher 1832, 0.347, North AL342 GELCO TRUCK LEASING 1395 LOWRIE LUST, San Mateo Co. BI Higher 1832, 0.347, North AL341 GELCO TRUCK LEASING 1395 LOWRIE AVENUE Notify 65 Higher 1832, 0.347, North AL340 GELCO TRUCKING LEASI 1395 LOWRIE AVENUE LUST, HIST UST, Cortese, HIST CORTESE, CERS Higher 1832, 0.347, North AK339 THE PROPERTY 405 VICTORY UST FINDER RELEASE Higher 1815, 0.344, NW AK338 THE PROPERTY 405 VICTORY LUST, Cortese, HIST CORTESE, CERS Higher 1815, 0.344, NW AK337 THE PROPERTY 405 VICTORY LUST, San Mateo Co. BI Higher 1815, 0.344, NW AJ336 SAN BRUNO GLASS CENT 1160 SAN MATEO UST FINDER RELEASE Lower 1795, 0.340, South AJ335 SAN BRUNO GLASS CENT 1160 SAN MATEO LUST, HIST UST, Cortese, HIST CORTESE, CERS Lower 1780, 0.337, South AH334 MARYATT INDUSTRIES 290 S NAPLE AVE RCRA-SQG, CPS-SLIC, HIST UST, FINDS, ECHO, HWTS,... Higher 1756, 0.333, West AF333 DIADOTI CONSTRUCTION 1461 SAN MATEO UST FINDER RELEASE Higher 1735, 0.329, NNE AF332 DIADOTI CONSTRUCTION 1461 SAN MATEO LUST, Cortese, HIST CORTESE, CERS Higher 1735, 0.329, NNE AI331 CHEVRON 9-7875 300 SOUTH AIRPORT BO UST FINDER RELEASE Lower 1664, 0.315, ENE AI330 CHEVRON 9-7875 300 AIRPORT LUST, San Mateo Co. BI Lower 1664, 0.315, ENE AI329 CHEVRON 9-7875 300 SOUTH AIRPORT BO LUST, Cortese, HIST CORTESE, CERS Lower 1664, 0.315, ENE AI328 CHEVRON STATION NO 9 300 S AIRPORT BLVD LUST, HWTS, HAZNET Lower 1664, 0.315, ENE AH327 PELLEGRINI BROS WINE 272 MAPLE LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Higher 1624, 0.308, West AH326 PELLEGRINI BROS WINE 272 SOUTH MAPLE AVEN UST FINDER RELEASE Higher 1624, 0.308, West AH325 PELLEGRINI BROS WINE 272 SO MAPLE AVE LUST, HIST UST Higher 1624, 0.308, West AG324 CALISTOGA WATER 57 SOUTH LINDEN AVEN SEMS Lower 1623, 0.307, NNW AE323 EFL TRANSPORTATION 50 TANFORAN UST FINDER RELEASE Higher 1603, 0.304, SW AE322 EFL TRANSPORTATION 50 TANFORAN LUST, SWEEPS UST, HIST UST, San Mateo Co. BI,... Higher 1603, 0.304, SW AG321 PENSKE TRUCK LEASING 62 SOUTH LINDEN AVEN UST FINDER RELEASE Lower 1578, 0.299, NNW AG320 PENSKE TRUCK LEASING 62 LINDEN LUST, SWEEPS UST, CHMIRS, San Mateo Co. BI,... Lower 1578, 0.299, NNW AG319 HERTZ-PENSKE TRUCK L 62 S LINDEN AVE LUST, HIST UST Lower 1578, 0.299, NNW AF318 BINKS MANUFACTURING 1459 SAN MATEO LUST, CPS-SLIC, San Mateo Co. BI, CERS Higher 1547, 0.293, NNE AE317 SF PARKING INC DBA S 54 TANFORAN AVE CPS-SLIC, HWTS, HAZNET, CERS Higher 1502, 0.284, SW AD316 SUPER CROWN CATERING 1381 LOWRIE UST FINDER RELEASE Higher 1468, 0.278, North AD315 SUPER CROWN CATERING 1381 LOWRIE LUST, SWEEPS UST, San Mateo Co. BI, Cortese, HIST... Higher 1468, 0.278, North AC314 BARBER-GREENE CO. 320 VICTORY AVENUE UST FINDER RELEASE Higher 1440, 0.273, NW AC313 CENTRAL ROOFING, INC 320 VICTORY LUST, CHMIRS, San Mateo Co. BI, Cortese, CERS Higher 1440, 0.273, NW MAPPED SITES SUMMARY Target Property Address: 1341 SAN MATEO AVENUE SOUTH SAN FRANCISCO, CA 94080 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS 177 7650797.2s Page 11 AO390 CARLIN CO 120 SOUTH MAPLE AVEN UST FINDER RELEASE Higher 2154, 0.408, NNW AO389 CARLIN COMPANY 120 MAPLE LUST, Cortese, HIST CORTESE, CERS Higher 2154, 0.408, NNW AO388 CARLIN CO 120 S MAPLE LUST, SWEEPS UST Higher 2154, 0.408, NNW AV387 CYCLE SHACK,INC 1104 SAN MATEO ENVIROSTOR, LUST, SWEEPS UST, HIST UST, CA FID... Lower 2150, 0.407, South AU386 GREYHOUND DIAL 100 UTAH LUST, San Mateo Co. BI Lower 2142, 0.406, ENE AU385 GREYHOUND EXPOSITION 100 UTAH AVE LUST, CERS HAZ WASTE, HIST UST, Cortese, HIST... Lower 2142, 0.406, ENE AU384 GREYHOUND EXPOSITION 100 UTAH UST FINDER RELEASE Lower 2142, 0.406, ENE AS383 LOPEZ PROPERTY 34-36 SOUTH LINDEN A CPS-SLIC, CERS Higher 2141, 0.405, North AS382 OLYMPIAN SSF TERMINA 35 SOUTH LINDEN AVEN UST FINDER RELEASE Higher 2129, 0.403, North AS381 SO LINDEN OLYMPIC 35 SO LINDEN AVE LUST, HIST UST Higher 2129, 0.403, North AS380 OLYMPIAN SSF TERMINA 35 SOUTH LINDEN AVEN LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Higher 2129, 0.403, North AT379 RPM RENT-A-CAR 410 SOUTH AIRPORT BO LUST, HIST UST, CA FID UST, San Mateo Co. BI,... Lower 2092, 0.396, ESE AT378 GENERAL RENT A CAR S 410 S AIRPORT BLVD LUST, HIST UST Lower 2092, 0.396, ESE AT377 RPM RENT-A-CAR 410 SOUTH AIRPORT BO UST FINDER RELEASE Lower 2092, 0.396, ESE 376 GOSS-JEWETT COMPANY 416 BROWNING WAY CPS-SLIC, EMI, HWTS, CERS Higher 2073, 0.393, West AS375 CALEGARI PROPERTY 40 LINDEN LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Higher 2069, 0.392, North AS374 CALEGARI PROPERTY 40 SOUTH LINDEN AVEN UST FINDER RELEASE Higher 2069, 0.392, North AQ373 SHELL SERVICE STATIO 248 SOUTH AIRPORT BO UST FINDER RELEASE Lower 2048, 0.388, NE AQ372 SHELL SERVICE STATIO 248 SOUTH AIRPORT BO LUST, Cortese, CERS Lower 2048, 0.388, NE AQ371 HAMPTON’S SERVICE, I 248 S AIRPORT BLVD LUST, HIST UST, HWTS, HAZNET Lower 2048, 0.388, NE AO370 INTERSTATE GRADING A 128 SOUTH MAPLE AVEN LUST, HIST UST Higher 1988, 0.377, NNW AO369 INTERSTATE GRADING 128 MAPLE LUST, SWEEPS UST, San Mateo Co. BI, Cortese, HIST... Higher 1988, 0.377, NNW AO368 INTERSTATE GRADING 128 SOUTH MAPLE AVEN UST FINDER RELEASE Higher 1988, 0.377, NNW AO367 S F ENGINE RE-MANUFA 132 SOUTH MAPLE AVEN UST FINDER RELEASE Higher 1945, 0.368, NW AO366 S F ENGINE RE-MANUFA 132 SOUTH MAPLE AVEN LUST, Cortese, HIST CORTESE, CERS Higher 1945, 0.368, NW AO365 JMB CONSTRUCTION, IN 132 S MAPLE AVE LUST, CERS HAZ WASTE, HIST UST, CERS TANKS, CERS Higher 1945, 0.368, NW AR364 SHELL OIL CO 140 PRODUCE RCRA NonGen / NLR, HIST CORTESE Higher 1920, 0.364, NNE AR363 SHELL OIL 140 PRODUCE LUST, San Mateo Co. BI Higher 1920, 0.364, NNE AR362 SHELL OIL 140 PRODUCE UST FINDER RELEASE Higher 1920, 0.364, NNE AR361 EQUILON ENTERPRISES 140 PRODUCE LUST, FINDS, ECHO, Cortese, CERS Higher 1920, 0.364, NNE AN360 HOFFMAN BROTHERS 306 MAPLE LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Higher 1898, 0.359, WSW AN359 HOFFMAN BROTHERS 306 SOUTH MAPLE AVEN UST FINDER RELEASE Higher 1898, 0.359, WSW AQ358 GENERAL RENT A CAR ( 264 S AIRPORT BLVD LUST, HIST UST, HWTS Lower 1896, 0.359, NE AQ357 KEN FUNK PROPERTY 264 SOUTH AIRPORT BO UST FINDER RELEASE Lower 1896, 0.359, NE AQ356 KEN FUNK PROPERTY 264 AIRPORT LUST, Cortese, HIST CORTESE, CERS Lower 1896, 0.359, NE AP355 ALL WEST CONTAINERS 30 TANFORAN LUST, San Mateo Co. BI, Cortese, CERS Higher 1891, 0.358, SW AP354 MALASPINA PROPERTY 30 TANFORAN AVE LUST Higher 1891, 0.358, SW AP353 MALASPINA PROPERTY ( 30 TANFORAN AVENUE UST FINDER RELEASE Higher 1891, 0.358, SW AP352 MALASPINA PROPERTY 30 TANFORAN AVENUE CPS-SLIC, CERS Higher 1891, 0.358, SW MAPPED SITES SUMMARY Target Property Address: 1341 SAN MATEO AVENUE SOUTH SAN FRANCISCO, CA 94080 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS 178 7650797.2s Page 12 BE429 BOOTH, MARTIN F 161 STARLIGHT San Mateo Co. BI, HIST CORTESE Higher 2454, 0.465, NW BF428 LA MARK TRANSPORTATI 26 SOUTH LINDEN AVEN UST FINDER RELEASE Higher 2434, 0.461, North BF427 ZARC RECYCLING 26 SOUTH LINDEN AVE LUST, SWRCY, HWTS, HAZNET, NPDES, CIWQS, CERS Higher 2434, 0.461, North BF426 LA MARK TRANSPORTATI 26 LINDEN LUST, CERS HAZ WASTE, SWEEPS UST, San Mateo Co.... Higher 2434, 0.461, North BE425 VALLEY SHEET METAL 161 STARLITE LUST, SWEEPS UST, HIST UST, CA FID UST, San Mateo... Higher 2424, 0.459, NW BE424 VALLEY SHEET METAL 161 STARLITE UST FINDER RELEASE Higher 2424, 0.459, NW BD423 1089 MONTGOMERY AVE 1089 MONTGOMERY AVEN ENVIROSTOR Higher 2408, 0.456, South BC422 THOMPSON AIRCRAFT TI 160 BEACON ST RCRA-SQG, LUST, SWEEPS UST, CA FID UST, FINDS,... Lower 2375, 0.450, SE BC421 THOMPSON AIR CRAFT T 160 BEACON UST FINDER RELEASE Lower 2375, 0.450, SE AT420 BOB LEECH’S AUTO REN 435 SOUTH AIRPORT BO UST FINDER RELEASE Lower 2361, 0.447, ESE AT419 BOB LEECH’S AUTO REN 435 AIRPORT LUST, San Mateo Co. BI, Cortese, HIST CORTESE Lower 2361, 0.447, ESE AT418 BOB LEECH’S AUTORENT 435 S AIRPORT BLVD LUST, HIST UST Lower 2361, 0.447, ESE AY417 DOUBLE O SITE SERVIC 114 SOUTH MAPLE SWF/LF Higher 2281, 0.432, NNW AY416 ARTHUR BUZZ HASKINS 114 SO MAPLE AVE LUST, HIST UST, HWTS, HAZNET Higher 2281, 0.432, NNW AY415 R.E.H. PROPERTIES 114 SOUTH MAPLE AVEN LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Higher 2281, 0.432, NNW AY414 R.E.H. PROPERTIES 114 SOUTH MAPLE AVEN UST FINDER RELEASE Higher 2281, 0.432, NNW BB413 PACIFIC PLASTIC PROD 405 AIRPORT ENVIROSTOR, San Mateo Co. BI, HIST CORTESE Lower 2268, 0.430, East BB412 PACIFIC PLASTICS PRO 405 S AIRPORT BLVD SEMS-ARCHIVE Lower 2268, 0.430, East AW411 BASAPCO INC 27 S LINDEN AVE SEMS-ARCHIVE Higher 2266, 0.429, North AW410 UNION PACIFIC RAILRO 27 S LINDEN AVE RESPONSE, ENVIROSTOR, Cortese, HWTS, HAZNET Higher 2266, 0.429, North AW409 BASAPCO, INC. 27-S. LINDEN ENVIROSTOR, VCP, DEED Higher 2266, 0.429, North BA408 COLOR CRAFT 255 SOUTH AIRPORT BO UST FINDER RELEASE Higher 2266, 0.429, NE BA407 COLOR CRAFT 255 AIRPORT LUST, Cortese, HIST CORTESE, CERS Higher 2266, 0.429, NE BA406 COLOR CRAFT 255 S AIRPORT BLVD LUST Higher 2266, 0.429, NE AZ405 GENERAL RENT-A-CAR 124 BEACON UST FINDER RELEASE Lower 2264, 0.429, ESE AZ404 GENERAL RENT A CAR 124 BEACON LUST, San Mateo Co. BI Lower 2264, 0.429, ESE AZ403 GERNERAL RENT A CAR 124 BEACON LUST, Cortese, HIST CORTESE, CERS Lower 2264, 0.429, ESE AY402 SIMPSON COATINGS 111 S MAPLE AVE LUST Higher 2224, 0.421, NNW AY401 SIMPSON COATINGS 111 SOUTH MAPLE AVEN CPS-SLIC, San Mateo Co. BI, CERS Higher 2224, 0.421, NNW AV400 FEDERAL SUPPLY WAREH 1070 SAN MATEO LUST, HAULERS, SWEEPS UST, San Mateo Co. BI,... Lower 2222, 0.421, South AX399 COYNE CYLINDER COMPA 224 RYAN WY LUST, CPS-SLIC, SWEEPS UST, HIST UST, CA FID UST,... Higher 2216, 0.420, WNW AX398 COYNE CYLINDER COMPA 224 RYAN WY CPS-SLIC, CERS Higher 2216, 0.420, WNW AX397 COYNE CYLINDER CO 224 RYAN UST FINDER RELEASE Higher 2216, 0.420, WNW AV396 FEDERAL SUPPLY WAREH 1070 SAN MATEO UST FINDER RELEASE Lower 2207, 0.418, South AV395 SBC 1101 SAN MATEO AVE RCRA-VSQG, LUST, SWEEPS UST, FINDS, San Mateo Co.... Lower 2185, 0.414, South AV394 PACIFIC BELL 1101 SAN MATEO UST FINDER RELEASE Lower 2185, 0.414, South AV393 AUTO SERVICE PROPERT 1080 SAN MATEO AVENU LUST, Cortese, HIST CORTESE, CERS Lower 2185, 0.414, South AW392 UPRR LINDEN (AKA UNI EAST OF 27 SOUTH LIN ENVIROSTOR, VCP, DEED Higher 2182, 0.413, North AV391 CYCLE SHACK,INC 1104 SAN MATEO UST FINDER RELEASE Lower 2181, 0.413, South MAPPED SITES SUMMARY Target Property Address: 1341 SAN MATEO AVENUE SOUTH SAN FRANCISCO, CA 94080 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS 179 7650797.2s Page 13 468 PROJECT 101 ASSOCIAT 608 DUBUQUE AVENUE ENVIROSTOR, VCP, HWTS, HAZNET Lower 4837, 0.916, NNE BL467 EXIDE SAN FRANCISCO 286 LAWRENCE AVENUE ENVIROSTOR Lower 4816, 0.912, ENE BL466 EXIDE SAN FRANCISCO 286 LAWRENCE AVE SEMS-ARCHIVE, CORRACTS, RCRA-TSDF, RCRA-SQG, 2020...Lower 4816, 0.912, ENE BL465 EXIDE CORP 286 LAWRENCE AVE ENVIROSTOR, CPS-SLIC, HIST CORTESE, HWP, CERS Lower 4816, 0.912, ENE 464 AUTOHAUS SAN BRUNO 675 EAST SAN BRUNO LUST, San Mateo Co. BI, Cortese, Notify 65, CERS Lower 4553, 0.862, SSE 463 AIRPORT BOULEVARD PR 309/315/401/411/421 ENVIROSTOR, VCP, DEED Higher 4423, 0.838, North 462 FLAT RATE RENT A CAR 830 HUNTINGTON AVENU HIST CORTESE, Notify 65 Higher 4378, 0.829, South 461 CALTRANS/SSF MAINTEN 166 HARBOR WAY ENVIROSTOR, VCP, HIST CORTESE Lower 4296, 0.814, NE 460 INTERNATIONAL PAINT 220 SOUTH LINDEN AVE ENVIROSTOR, San Mateo Co. BI, HIST CORTESE Higher 3968, 0.752, North 459 SHELL OIL PROD US EQ 135 N ACCESS RD ENVIROSTOR, WDS, CIWQS Higher 3703, 0.701, ESE 458 VACENT LOT 108 SYLVESTER ROAD Notify 65 Higher 3701, 0.701, NNE BK457 CAMP TANFORAN FUDS Higher 2976, 0.564, WSW BK456 CAMP TANFORAN ENVIROSTOR Higher 2957, 0.560, WSW 455 COSTCO WHOLESALE NO 451 SOUTH AIRPORT BO RCRA-SQG, ENVIROSTOR, HWTS, HAZNET, CERS Lower 2771, 0.525, ESE 454 MORENA TRUST 111 STARLITE STREET ENVIROSTOR, VCP Higher 2740, 0.519, NNW BF453 SUN CHEMICAL CORPORA 20 SOUTH LINDEN AVEN HIST Cal-Sites Higher 2649, 0.502, North BF452 SUN CHEMICAL CORPORA 20 SOUTH LINDEN AVEN RESPONSE, ENVIROSTOR, DEED Higher 2649, 0.502, North BF451 SUN CHEMICAL CORPORA 20 SOUTH LINDEN AVEN CA BOND EXP. PLAN Higher 2649, 0.502, North BD450 PENINSULA TOW SERVIC 1071 MONTGOMERY LUST, San Mateo Co. BI, Cortese, CERS Higher 2627, 0.498, South BD449 PENINSULA TOW SERVIC 1071 MONTGOMERY UST FINDER RELEASE Higher 2627, 0.498, South BD448 PENINSULA TOW SERVIC 1071 MONTGOMERY HIST CORTESE Higher 2627, 0.498, South BE447 J.R. FLYNN CO. 138 STARLITE UST FINDER RELEASE Higher 2605, 0.493, NW BE446 J.R. FLYNN CO. 138 STARLITE LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Higher 2605, 0.493, NW BJ445 PACIFIC BELL 1465 HUNTINGTON AVEN RCRA-SQG, LUST, HIST UST, FINDS, ECHO, Cortese,... Higher 2578, 0.488, West BJ444 PACIFIC BELL 1465 HUNTINGTON UST FINDER RELEASE Higher 2578, 0.488, West BE443 COULTERS CARPETS 150 STARLITE LUST, SWEEPS UST, San Mateo Co. BI, Cortese, HIST... Higher 2545, 0.482, NW BE442 COULTERS CARPETS 150 STARLITE UST FINDER RELEASE Higher 2545, 0.482, NW 441 DECCA XAGON 338 N CANAL ST SEMS-ARCHIVE Higher 2499, 0.473, NNW BG440 MONROE SCHNEIDER ASS 274 WATTIS LUST, CHMIRS, Cortese, HIST CORTESE, WDS, CERS Higher 2491, 0.472, ENE BG439 MONROE SCHNEIDER ASS 274 WATTIS UST FINDER RELEASE Higher 2491, 0.472, ENE BG438 MONROE SCHNEIDER ASS 274 WATTIS LUST, San Mateo Co. BI, HWTS, HAZNET Higher 2491, 0.472, ENE BI437 U-FREIGHT AMERICA IN 320 COREY LUST, Cortese, HIST CORTESE, HWTS, HAZNET, CERS Lower 2483, 0.470, East BI436 U-FREIGHT AMERICA IN 320 COREY LUST Lower 2483, 0.470, East BI435 U-FREIGHT AMERICA IN 320 COREY UST FINDER RELEASE Lower 2483, 0.470, East 434 AUTO SERVICE PROPERT 1080 SAN MATEO AVENU UST FINDER RELEASE Lower 2476, 0.469, South BH433 EARLY AMERICAN PAINT 476 VICTORY UST FINDER RELEASE Higher 2474, 0.469, NW BH432 EARLY AMERICAN PAINT 476 VICTORY AVE RCRA-SQG, LUST, HIST UST, FINDS, ECHO, San Mateo... Higher 2474, 0.469, NW BG431 HARMON SHRAGGE CO 280 WATTIS LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Lower 2454, 0.465, ENE BG430 HARMON SHRAGGE CO 280 WATTIS UST FINDER RELEASE Lower 2454, 0.465, ENE MAPPED SITES SUMMARY Target Property Address: 1341 SAN MATEO AVENUE SOUTH SAN FRANCISCO, CA 94080 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS 180 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 14 TARGET PROPERTY SEARCH RESULTS The target property was identified in the following records. For more information on this property see page 9 of the attached EDR Radius Map report: EPA IDDatabase(s)Site AMERICAN TECHNOLOGIE 1341 SAN MATEO AVE S SAN FRAN, CA 94080 N/AHWTS HEAT & CONTROL INC 1341 SAN MATEO SOUTH SAN FRANCISCO, CA 94080 N/ASan Mateo Co. BI Facility Id: FA0011758 CAL WEST ELECTRIC, I 1341 SAN MATEO AVENU S SAN FRANCISCO, CA 94080 N/AENVIROSTOR Facility Id: 41360099 Status: Refer: Other Agency AMERICAN TECHNOLOGY 1341 SAN MATEO AVE SOUTH SAN FRANCISCO, CA 94080 N/AHWTS VIBRANT SCIENCES 1341 SAN MATEO AVE SOUTH SAN FRANCISCO, CA 94080 N/AFINDS Registry ID:: 110071454515 ECHO Registry ID: 110071454515 VIBRANT SCIENCES 1341 SAN MATEO AVE SOUTH SAN FRANCISCO, CA 94080 CAL000478963RCRA NonGen / NLR EPA ID:: CAL000478963 AMERICAN TECHNOLOGIE 1341 SAN MATEO AVENU SOUTH SAN FRANCISCO, CA 94080 N/AHWTS CAL-WEST ELECTRICS 1341 SAN MATEO AVE SOUTH SAN FRANCISCO, CA 94080 CAD982358673SEMS-ARCHIVE Site ID: 0903140 EPA Id: CAD982358673 181 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 15 DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases: STANDARD ENVIRONMENTAL RECORDS Lists of Federal NPL (Superfund) sites NPL National Priority List Proposed NPL Proposed National Priority List Sites NPL LIENS Federal Superfund Liens Lists of Federal Delisted NPL sites Delisted NPL National Priority List Deletions Lists of Federal sites subject to CERCLA removals and CERCLA orders FEDERAL FACILITY Federal Facility Site Information listing Lists of Federal RCRA TSD facilities RCRA-TSDF RCRA - Treatment, Storage and Disposal Federal institutional controls / engineering controls registries LUCIS Land Use Control Information System US ENG CONTROLS Engineering Controls Sites List US INST CONTROLS Institutional Controls Sites List Federal ERNS list ERNS Emergency Response Notification System Lists of state and tribal leaking storage tanks INDIAN LUST Leaking Underground Storage Tanks on Indian Land Lists of state and tribal registered storage tanks FEMA UST Underground Storage Tank Listing UST Active UST Facilities INDIAN UST Underground Storage Tanks on Indian Land Lists of state and tribal voluntary cleanup sites INDIAN VCP Voluntary Cleanup Priority Listing Lists of state and tribal brownfield sites BROWNFIELDS Considered Brownfieds Sites Listing 182 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 16 ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS A Listing of Brownfields Sites Local Lists of Landfill / Solid Waste Disposal Sites HAULERS Registered Waste Tire Haulers Listing INDIAN ODI Report on the Status of Open Dumps on Indian Lands ODI Open Dump Inventory DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations IHS OPEN DUMPS Open Dumps on Indian Land Local Lists of Hazardous waste / Contaminated Sites US HIST CDL Delisted National Clandestine Laboratory Register SCH School Property Evaluation Program CDL Clandestine Drug Labs Toxic Pits Toxic Pits Cleanup Act Sites US CDL National Clandestine Laboratory Register Local Land Records LIENS Environmental Liens Listing LIENS 2 CERCLA Lien Information Records of Emergency Release Reports HMIRS Hazardous Materials Information Reporting System CHMIRS California Hazardous Material Incident Report System LDS Land Disposal Sites Listing MCS Military Cleanup Sites Listing SPILLS 90 SPILLS 90 data from FirstSearch Other Ascertainable Records DOD Department of Defense Sites SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing US FIN ASSUR Financial Assurance Information EPA WATCH LIST EPA WATCH LIST 2020 COR ACTION 2020 Corrective Action Program List TSCA Toxic Substances Control Act TRIS Toxic Chemical Release Inventory System SSTS Section 7 Tracking Systems ROD Records Of Decision RMP Risk Management Plans RAATS RCRA Administrative Action Tracking System PRP Potentially Responsible Parties PADS PCB Activity Database System ICIS Integrated Compliance Information System FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) 183 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 17 MLTS Material Licensing Tracking System COAL ASH DOE Steam-Electric Plant Operation Data COAL ASH EPA Coal Combustion Residues Surface Impoundments List PCB TRANSFORMER PCB Transformer Registration Database RADINFO Radiation Information Database HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing DOT OPS Incident and Accident Data CONSENT Superfund (CERCLA) Consent Decrees INDIAN RESERV Indian Reservations FUSRAP Formerly Utilized Sites Remedial Action Program UMTRA Uranium Mill Tailings Sites LEAD SMELTERS Lead Smelter Sites US AIRS Aerometric Information Retrieval System Facility Subsystem US MINES Mines Master Index File MINES MRDS Mineral Resources Data System ABANDONED MINES Abandoned Mines UXO Unexploded Ordnance Sites DOCKET HWC Hazardous Waste Compliance Docket Listing FUELS PROGRAM EPA Fuels Program Registered Listing PFAS NPL Superfund Sites with PFAS Detections Information PFAS FEDERAL SITES Federal Sites PFAS Information PFAS TRIS List of PFAS Added to the TRI PFAS TSCA PFAS Manufacture and Imports Information PFAS RCRA MANIFEST PFAS Transfers Identified In the RCRA Database Listing PFAS ATSDR PFAS Contamination Site Location Listing PFAS WQP Ambient Environmental Sampling for PFAS PFAS NPDES Clean Water Act Discharge Monitoring Information PFAS ECHO FIRE TRAINING Facilities in Industries that May Be Handling PFAS Listing PFAS PART 139 AIRPORT All Certified Part 139 Airports PFAS Information Listing AQUEOUS FOAM NRC Aqueous Foam Related Incidents Listing BIOSOLIDS ICIS-NPDES Biosolids Facility Data PFAS PFAS Contamination Site Location Listing AQUEOUS FOAM Former Fire Training Facility Assessments Listing CHROME PLATING Chrome Plating Facilities Listing CUPA Listings CUPA Resources List DRYCLEANERS Cleaner Facilities EMI Emissions Inventory Data ENF Enforcement Action Listing Financial Assurance Financial Assurance Information Listing ICE Inspection, Compliance and Enforcement HWT Registered Hazardous Waste Transporter Database HAZNET Facility and Manifest Data MINES Mines Site Location Listing MWMP Medical Waste Management Program Listing NPDES NPDES Permits Listing PEST LIC Pesticide Regulation Licenses Listing PROC Certified Processors Database HAZMAT Hazardous Material Facilities UIC UIC Listing UIC GEO UIC GEO (GEOTRACKER) WASTEWATER PITS Oil Wastewater Pits Listing WDS Waste Discharge System WIP Well Investigation Program Case List MILITARY PRIV SITES MILITARY PRIV SITES (GEOTRACKER) PROJECT PROJECT (GEOTRACKER) 184 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 18 WDR Waste Discharge Requirements Listing CIWQS California Integrated Water Quality System CERS CERS NON-CASE INFO NON-CASE INFO (GEOTRACKER) OTHER OIL GAS OTHER OIL & GAS (GEOTRACKER) PROD WATER PONDS PROD WATER PONDS (GEOTRACKER) SAMPLING POINT SAMPLING POINT (GEOTRACKER) WELL STIM PROJ Well Stimulation Project (GEOTRACKER) UST FINDER UST Finder Database EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP EDR Proprietary Manufactured Gas Plants EDR Hist Cleaner EDR Exclusive Historical Cleaners EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA LF Recovered Government Archive Solid Waste Facilities List RGA LUST Recovered Government Archive Leaking Underground Storage Tank SURROUNDING SITES: SEARCH RESULTS Surrounding sites were identified in the following databases. Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property. Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed. Sites listed in bold italics are in multiple databases. Unmappable (orphan) sites are not considered in the foregoing analysis. STANDARD ENVIRONMENTAL RECORDS Lists of Federal sites subject to CERCLA removals and CERCLA orders SEMS: SEMS (Superfund Enterprise Management System) tracks hazardous waste sites, potentially hazardous waste sites, and remedial activities performed in support of EPA’s Superfund Program across the United States. The list was formerly know as CERCLIS, renamed to SEMS by the EPA in 2015. The list contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). This dataset also contains sites which are either proposed to or on the National Priorities List (NPL) and the sites which are in the screening and assessment phase for possible inclusion on the NPL. A review of the SEMS list, as provided by EDR, and dated 01/29/2024 has revealed that there is 1 SEMS 185 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 19 site within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ CALISTOGA WATER 57 SOUTH LINDEN AVEN NNW 1/4 - 1/2 (0.307 mi.) AG324 1208 Site ID: 0905641 EPA Id: CAN000905641 Lists of Federal CERCLA sites with NFRAP SEMS-ARCHIVE: SEMS-ARCHIVE (Superfund Enterprise Management System Archive) tracks sites that have no further interest under the Federal Superfund Program based on available information. The list was formerly known as the CERCLIS-NFRAP, renamed to SEMS ARCHIVE by the EPA in 2015. EPA may perform a minimal level of assessment work at a site while it is archived if site conditions change and/or new information becomes available. Archived sites have been removed and archived from the inventory of SEMS sites. Archived status indicates that, to the best of EPA’s knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list the site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time. The decision does not necessarily mean that there is no hazard associated with a given site; it only means that. based upon available information, the location is not judged to be potential NPL site. A review of the SEMS-ARCHIVE list, as provided by EDR, and dated 01/29/2024 has revealed that there are 6 SEMS-ARCHIVE sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ AUTOMOTIVE SERVICE C 160 S. LINDEN AVE. WSW 1/8 - 1/4 (0.165 mi.) P180 641 BASAPCO INC 27 S LINDEN AVE N 1/4 - 1/2 (0.429 mi.) AW411 1566 Site ID: 0901535 EPA Id: CAD068843796 DECCA XAGON 338 N CANAL ST NNW 1/4 - 1/2 (0.473 mi.) 441 1681 Site ID: 0901729 EPA Id: CAD980390272 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ INTERNATIONAL PAINT 220 S LINDEN AVE SSW 1/8 - 1/4 (0.138 mi.) F97 319 Site ID: 0903309 EPA Id: CAD009114240 KEM MFG CORP 78 S LINDEN AVE NNW 1/8 - 1/4 (0.235 mi.) Y271 1015 Site ID: 0902128 EPA Id: CAD980883375 PACIFIC PLASTICS PRO 405 S AIRPORT BLVD E 1/4 - 1/2 (0.430 mi.) BB412 1568 Site ID: 0903162 EPA Id: CAD982359093 186 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 20 Lists of Federal RCRA facilities undergoing Corrective Action CORRACTS: CORRACTS is a list of handlers with RCRA Corrective Action Activity. This report shows which nationally-defined corrective action core events have occurred for every handler that has had corrective action activity. A review of the CORRACTS list, as provided by EDR, and dated 12/04/2023 has revealed that there are 3 CORRACTS sites within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ AUTOMOTIVE SERVICE C 160 S. LINDEN AVE. WSW 1/8 - 1/4 (0.165 mi.) P180 641 EPA ID:: CAD009206855 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ INTERNATIONAL PAINT 220 S LINDEN AVE SSW 1/8 - 1/4 (0.138 mi.) F97 319 EPA ID:: CAD009114240 EXIDE SAN FRANCISCO 286 LAWRENCE AVE ENE 1/2 - 1 (0.912 mi.) BL466 1839 EPA ID:: CAD046000931 Lists of Federal RCRA generators RCRA-LQG: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month. A review of the RCRA-LQG list, as provided by EDR, and dated 12/04/2023 has revealed that there are 2 RCRA-LQG sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ CORPORATE IDENTITY S 1342 SAN MATEO AVE E 0 - 1/8 (0.017 mi.) A14 23 EPA ID:: CAR000066506 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ FOUR STAR AUTOMOTIVE 1405 SAN MATEO AVE NNE 1/8 - 1/4 (0.161 mi.) M161 560 EPA ID:: CAD981668288 RCRA-SQG: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. A review of the RCRA-SQG list, as provided by EDR, and dated 12/04/2023 has revealed that there are 187 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 21 25 RCRA-SQG sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ AMPHLETT PRINTING 1331 SAN MATEO AVENU S 0 - 1/8 (0.020 mi.) A28 95 EPA ID:: CAD062512967 ARCOS ENTERPRISES 1359 SAN MATEO AVE NNE 0 - 1/8 (0.036 mi.) A38 127 EPA ID:: CAR000013698 MCNEVIN CLEANING SPE 1186 SAN MATEO AVE NE 0 - 1/8 (0.040 mi.) B39 129 EPA ID:: CAR000004663 MIKES COLLISION CENT 137 SO LINDEN AVE WNW 1/8 - 1/4 (0.126 mi.) H73 206 EPA ID:: CAD982336760 PKS TOWING & BODY SH 129 SOUTH LINDEN WNW 1/8 - 1/4 (0.127 mi.) H78 232 EPA ID:: CAD982481343 TRIPLE R AUTO BODY 130 E SOUTH LINDEN WNW 1/8 - 1/4 (0.148 mi.) H131 447 EPA ID:: CAD981970817 ACUTECH AUTOS INC 140 S LINDEN AVE UN W 1/8 - 1/4 (0.150 mi.) H136 459 EPA ID:: CAD983669847 TRAMCO TRANSMISSION 140 S LINDEN AVE W 1/8 - 1/4 (0.150 mi.) H137 462 EPA ID:: CAD982005522 EURO AUTO BODY 140 S LINDEN AVE UNI W 1/8 - 1/4 (0.150 mi.) H139 482 EPA ID:: CAD981990898 FEDEX GROUND PACKAGE 220 SHAW ROAD SSE 1/8 - 1/4 (0.181 mi.) N207 729 EPA ID:: CAR000239798 UNIVERSAL FLEET SUPP 1376 LOWRIE AVE N 1/8 - 1/4 (0.245 mi.) S298 1097 EPA ID:: CAD983590837 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ FEDEX GROUND PACKAGE 1070 SAN MATEO AVE SSW 0 - 1/8 (0.063 mi.) C45 153 EPA ID:: CA0200090025 BAYSHORE TRUCK EQUIP 1379 SAN MATEO AVE NNE 0 - 1/8 (0.082 mi.) B48 158 EPA ID:: CAD981641491 GRACE BODY SHOP 1387 SAN MATEO NNE 1/8 - 1/4 (0.127 mi.) E79 234 EPA ID:: CAD981976202 DELUXE PACKAGES 205 SHAW RD SO S 1/8 - 1/4 (0.130 mi.) I89 292 EPA ID:: CAD000076570 INTERNATIONAL PAINT 220 S LINDEN AVE SSW 1/8 - 1/4 (0.138 mi.) F97 319 EPA ID:: CAD009114240 SAN BRUNO INVESTMENT 120 S LINDEN AVE WNW 1/8 - 1/4 (0.154 mi.) K146 498 EPA ID:: CAD009141946 FOUR STAR AUTOMOTIVE 113 S LINDEN AVE NW 1/8 - 1/4 (0.164 mi.) O164 587 EPA ID:: CAD982009763 PRATT & LAMBERT INC. 1417 SAN MEDRO AVE. NNE 1/8 - 1/4 (0.185 mi.) R208 733 EPA ID:: CAD053245411 SPORTS AND GRAPHICS 1417 SAN MATEO AVE NNE 1/8 - 1/4 (0.196 mi.) R220 787 EPA ID:: CAP000143297 VALLEJOS AUTO BODY & 1269 SAN MATEO AVE S 1/8 - 1/4 (0.208 mi.) Q230 831 EPA ID:: CAD982480832 SAN BRUNO AUTO KRAFT 1269 SAN MATEO AVENU S 1/8 - 1/4 (0.208 mi.) Q231 843 188 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 22 EPA ID:: CAD982480824 VTAP PRINTING 1423 SAN MATEO AVE NNE 1/8 - 1/4 (0.210 mi.) R236 862 EPA ID:: CAR000091868 SAN BRUNO AUTO KRAFT 1253 SAN MATEO AVE S 1/8 - 1/4 (0.231 mi.) X268 992 EPA ID:: CAR000006403 MCLELLAN 257 SHAW RD SE 1/8 - 1/4 (0.240 mi.) T287 1047 EPA ID:: CAD982011348 RCRA-VSQG: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Very small quantity generators (VSQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. A review of the RCRA-VSQG list, as provided by EDR, and dated 12/04/2023 has revealed that there is 1 RCRA-VSQG site within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ O’REILLY AUTO PARTS 88 S LINDEN AVE NNW 1/8 - 1/4 (0.228 mi.) Y262 960 EPA ID:: CAR000099366 Lists of state- and tribal (Superfund) equivalent sites RESPONSE: Identifies confirmed release sites where DTSC is involved in remediation, either in a lead or oversight capacity. These confirmed release sites are generally high-priority and high potential risk. A review of the RESPONSE list, as provided by EDR, has revealed that there are 4 RESPONSE sites within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ DUPONT 160 LINDEN WSW 1/8 - 1/4 (0.165 mi.) P179 621 Database: RESPONSE, Date of Government Version: 01/22/2024 Status: Certified Facility Id: 41280049 UNION PACIFIC RAILRO 27 S LINDEN AVE N 1/4 - 1/2 (0.429 mi.) AW410 1558 Database: RESPONSE, Date of Government Version: 01/22/2024 Status: Active Facility Id: 60003650 SUN CHEMICAL CORPORA 20 SOUTH LINDEN AVEN N 1/2 - 1 (0.502 mi.) BF452 1715 Database: RESPONSE, Date of Government Version: 01/22/2024 Status: Certified O&M - Land Use Restrictions Only Facility Id: 41280103 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ REICHOLD CHEMICALS, 120 SOUTH LINDEN WNW 1/8 - 1/4 (0.154 mi.) K147 505 Database: RESPONSE, Date of Government Version: 01/22/2024 189 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 23 Status: Certified Facility Id: 41280096 Lists of state- and tribal hazardous waste facilities ENVIROSTOR: The Department of Toxic Substances Control’s (DTSC’s) Site Mitigation and Brownfields Reuse Program’s (SMBRP’s) EnviroStor database identifes sites that have known contamination or sites for which there may be reasons to investigate further. The database includes the following site types: Federal Superfund sites (National Priorities List (NPL)); State Response, including Military Facilities and State Superfund; Voluntary Cleanup; and School sites. EnviroStor provides similar information to the information that was available in CalSites, and provides additional site information, including, but not limited to, identification of formerly-contaminated properties that have been released for reuse, properties where environmental deed restrictions have been recorded to prevent inappropriate land uses, and risk characterization information that is used to assess potential impacts to public health and the environment at contaminated sites. A review of the ENVIROSTOR list, as provided by EDR, and dated 01/22/2024 has revealed that there are 25 ENVIROSTOR sites within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ WEST COAST AUTOMOTIV 160 S LINDEN AVE WSW 1/8 - 1/4 (0.165 mi.) P177 617 Facility Id: 80001622 Status: Inactive - Needs Evaluation DUPONT 160 LINDEN WSW 1/8 - 1/4 (0.165 mi.) P179 621 Facility Id: 41280049 Status: Certified POETSCH AND PETERSON 325 SOUTH MAPLE AVEN WSW 1/4 - 1/2 (0.349 mi.) AN348 1285 Facility Id: 41310004 Status: Refer: RWQCB UPRR LINDEN (AKA UNI EAST OF 27 SOUTH LIN N 1/4 - 1/2 (0.413 mi.) AW392 1475 Facility Id: 60001136 Status: Certified O&M - Land Use Restrictions Only BASAPCO, INC. 27-S. LINDEN N 1/4 - 1/2 (0.429 mi.) AW409 1543 Facility Id: 41360069 Status: Certified / Operation & Maintenance UNION PACIFIC RAILRO 27 S LINDEN AVE N 1/4 - 1/2 (0.429 mi.) AW410 1558 Facility Id: 60003650 Status: Active 1089 MONTGOMERY AVE 1089 MONTGOMERY AVEN S 1/4 - 1/2 (0.456 mi.) BD423 1605 Facility Id: 60002242 Status: Inactive - Needs Evaluation SUN CHEMICAL CORPORA 20 SOUTH LINDEN AVEN N 1/2 - 1 (0.502 mi.) BF452 1715 Facility Id: 41280103 Status: Certified O&M - Land Use Restrictions Only MORENA TRUST 111 STARLITE STREET NNW 1/2 - 1 (0.519 mi.) 454 1728 Facility Id: 60002386 Status: Active CAMP TANFORAN WSW 1/2 - 1 (0.560 mi.) BK456 1808 Facility Id: 80000381 190 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 24 Status: No Further Action SHELL OIL PROD US EQ 135 N ACCESS RD ESE 1/2 - 1 (0.701 mi.) 459 1811 Facility Id: 71002127 Status: Inactive - Needs Evaluation INTERNATIONAL PAINT 220 SOUTH LINDEN AVE N 1/2 - 1 (0.752 mi.) 460 1813 Facility Id: 38280291 Status: Refer: RCRA AIRPORT BOULEVARD PR 309/315/401/411/421 N 1/2 - 1 (0.838 mi.) 463 1820 Facility Id: 60002307 Status: Active PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ INTERNATIONAL PAINT 220 S LINDEN AVE SSW 1/8 - 1/4 (0.138 mi.) F97 319 Facility Id: 80001592 Status: Refer: RWQCB REICHOLD CHEMICALS, 120 SOUTH LINDEN WNW 1/8 - 1/4 (0.154 mi.) K147 505 Facility Id: 41280096 Status: Certified KEN MANUFACTURING CO 78 SOUTH LINDEN AVEN NNW 1/8 - 1/4 (0.235 mi.) Y270 1014 Facility Id: 41280135 Status: Refer: Other Agency UNION PACIFIC - SITE EAST OF 69 S. LINDEN NNW 1/8 - 1/4 (0.248 mi.) V307 1123 Facility Id: 60001636 Status: Active PHASE II CORP 1229 MONTGOMERY SSW 1/4 - 1/2 (0.254 mi.) AB309 1137 Facility Id: 71002470 Status: Inactive - Needs Evaluation CYCLE SHACK,INC 1104 SAN MATEO S 1/4 - 1/2 (0.407 mi.) AV387 1462 Facility Id: 71002485 Status: Inactive - Needs Evaluation PACIFIC PLASTIC PROD 405 AIRPORT E 1/4 - 1/2 (0.430 mi.) BB413 1569 Facility Id: 41300009 Status: Refer: RWQCB COSTCO WHOLESALE NO 451 SOUTH AIRPORT BO ESE 1/2 - 1 (0.525 mi.) 455 1742 Facility Id: 71003270 Status: Inactive - Needs Evaluation CALTRANS/SSF MAINTEN 166 HARBOR WAY NE 1/2 - 1 (0.814 mi.) 461 1816 Facility Id: 41280108 Status: Inactive - Needs Evaluation EXIDE CORP 286 LAWRENCE AVE ENE 1/2 - 1 (0.912 mi.) BL465 1834 Facility Id: 80001392 Status: No Further Action EXIDE SAN FRANCISCO 286 LAWRENCE AVENUE ENE 1/2 - 1 (0.912 mi.) BL467 1848 Facility Id: 41290004 Status: No Further Action PROJECT 101 ASSOCIAT 608 DUBUQUE AVENUE NNE 1/2 - 1 (0.916 mi.) 468 1849 Facility Id: 60003447 Status: Refer: Local Agency 191 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 25 Lists of state and tribal landfills and solid waste disposal facilities SWF/LF: The Solid Waste Facilities/Landfill Sites records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. The data come from the Integrated Waste Management Board’s Solid Waste Information System (SWIS) database. A review of the SWF/LF list, as provided by EDR, has revealed that there are 2 SWF/LF sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ DOUBLE O SITE SERVIC 114 SOUTH MAPLE NNW 1/4 - 1/2 (0.432 mi.) AY417 1589 Database: SWF/LF (SWIS), Date of Government Version: 02/05/2024 Facility ID: 41-AA-0195 Operational Status: Closed Regulation Status: Notification PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ SAN MATEO COUNTY - E 101 TANFORAN AVE SSW 1/8 - 1/4 (0.214 mi.) Q241 867 Database: SWF/LF (SWIS), Date of Government Version: 02/05/2024 Facility ID: 41-AA-0014 Operational Status: Active Regulation Status: Permitted Lists of state and tribal leaking storage tanks LUST: Leaking Underground Storage Tank (LUST) Sites included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater. A review of the LUST list, as provided by EDR, has revealed that there are 102 LUST sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ GRANITE ROCK CO 1321 LOWRIE WNW 0 - 1/8 (0.018 mi.) A23 84 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Post remedial action monitoring LOWRIE PAVING 1321 LOWRIE AVENUE WNW 0 - 1/8 (0.018 mi.) A24 87 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Status: Completed - Case Closed Facility Id: 550040 Facility Status: 9- Case Closed Global Id: T0608100240 Global ID: T0608100240 ROYAL AUTO LIMO REPA 1331 SAN MATEO AVE S 0 - 1/8 (0.020 mi.) A29 99 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 559003 Facility Status: 9- Case Closed Global ID: T0608117321 BAY CITIES BUILDING 1305 SAN MATEO SSW 0 - 1/8 (0.106 mi.) F56 174 Database: LUST REG 2, Date of Government Version: 09/30/2004 192 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 26 Facility Status: Case Closed date9: 8/27/2001 BAY CITIES BUILDING 1305 SAN MATEO SSW 0 - 1/8 (0.106 mi.) F61 184 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Status: Completed - Case Closed Facility Id: 550160 Facility Status: 9- Case Closed Global Id: T0608191865 Global ID: T0608191865 PIERCE TRUCKING 201 S LINDEN AVE SW 1/8 - 1/4 (0.133 mi.) J92 310 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 559015 Facility Status: 9- Case Closed Global ID: T0608161472 PIERCE TRUCKING 201 SOUTH LINDEN AVE SW 1/8 - 1/4 (0.133 mi.) J93 311 Database: LUST, Date of Government Version: 12/04/2023 Status: Completed - Case Closed Global Id: T0608161472 MARSHAL M MIRZA INC 165 SOUTH LINDEN AVE WSW 1/8 - 1/4 (0.139 mi.) J99 333 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 550030 Facility Status: 9- Case Closed Global ID: T0608100318 MIZRA/SETO PROPERTY 165 LINDEN WSW 1/8 - 1/4 (0.139 mi.) J103 340 Database: LUST, Date of Government Version: 12/04/2023 Status: Completed - Case Closed Global Id: T0608100318 WEST COAST AUTOMOTIV 160 S LINDEN AVE WSW 1/8 - 1/4 (0.165 mi.) P178 618 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 550117 Facility Status: 9- Case Closed Global ID: T0608100658 DUPONT 160 LINDEN WSW 1/8 - 1/4 (0.165 mi.) P179 621 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Post remedial action monitoring Global Id: T0608100658 BACON PROPERTY 220 SHAW ROAD SSE 1/8 - 1/4 (0.181 mi.) N204 724 Database: LUST, Date of Government Version: 12/04/2023 Status: Completed - Case Closed Global Id: T0608192695 BACON PROPERTY 220 SHAW RD SSE 1/8 - 1/4 (0.181 mi.) N206 729 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 550191 Facility Status: 9- Case Closed Global ID: T0608192695 CENTRAL ROOFING, INC 320 VICTORY NW 1/4 - 1/2 (0.273 mi.) AC313 1155 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 193 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 27 Status: Completed - Case Closed Facility Id: 550169 Facility Status: 9- Case Closed Global Id: T0608165551 Global ID: T0608165551 SUPER CROWN CATERING 1381 LOWRIE N 1/4 - 1/2 (0.278 mi.) AD315 1162 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Remediation Plan Global Id: T0608100526 BINKS MANUFACTURING 1459 SAN MATEO NNE 1/4 - 1/2 (0.293 mi.) AF318 1185 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 559009 Facility Status: 9- Case Closed Global ID: T0608148945 EFL TRANSPORTATION 50 TANFORAN SW 1/4 - 1/2 (0.304 mi.) AE322 1202 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Case Closed Facility Id: 550133 Facility Status: 9- Case Closed Global Id: T0608100760 Global ID: T0608100760 date9: 12/3/1996 PELLEGRINI BROS WINE 272 SO MAPLE AVE W 1/4 - 1/2 (0.308 mi.) AH325 1209 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 550144 Facility Status: 9- Case Closed Global ID: T0608100884 PELLEGRINI BROS WINE 272 MAPLE W 1/4 - 1/2 (0.308 mi.) AH327 1211 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Remediation Plan Global Id: T0608100884 DIADOTI CONSTRUCTION 1461 SAN MATEO NNE 1/4 - 1/2 (0.329 mi.) AF332 1244 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Case Closed Facility Id: 550139 Facility Status: 9- Case Closed Global Id: T0608100828 Global ID: T0608100828 date9: 11/10/1998 THE PROPERTY 405 VICTORY NW 1/4 - 1/2 (0.344 mi.) AK337 1260 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed date9: 11/21/2000 THE PROPERTY 405 VICTORY NW 1/4 - 1/2 (0.344 mi.) AK338 1261 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 194 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 28 Status: Completed - Case Closed Facility Id: 550041 Facility Status: 9- Case Closed Global Id: T0608100517 Global ID: T0608100517 GELCO TRUCKING LEASI 1395 LOWRIE AVENUE N 1/4 - 1/2 (0.347 mi.) AL340 1266 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Status: Completed - Case Closed Facility Id: 550013 Facility Status: 9- Case Closed Global Id: T0608100231 Global ID: T0608100231 GELCO TRUCK LEASING 1395 LOWRIE N 1/4 - 1/2 (0.347 mi.) AL342 1272 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed date9: 8/4/1992 MALASPINA PROPERTY 30 TANFORAN AVE SW 1/4 - 1/2 (0.358 mi.) AP354 1335 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 559213 Facility Status: 9- Case Closed Global ID: T10000005669 ALL WEST CONTAINERS 30 TANFORAN SW 1/4 - 1/2 (0.358 mi.) AP355 1335 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Status: Completed - Case Closed Facility Id: 550218 Facility Status: 9- Case Closed Global Id: T10000006543 Global ID: T10000006543 HOFFMAN BROTHERS 306 MAPLE WSW 1/4 - 1/2 (0.359 mi.) AN360 1347 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Case Closed Facility Id: 550071 Facility Status: 9- Case Closed Global Id: T0608100261 Global ID: T0608100261 date9: 4/18/2000 EQUILON ENTERPRISES 140 PRODUCE NNE 1/4 - 1/2 (0.364 mi.) AR361 1352 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Status: Completed - Case Closed Facility Id: 550017 Facility Status: 9- Case Closed Global Id: T0608100465 Global ID: T0608100465 SHELL OIL 140 PRODUCE NNE 1/4 - 1/2 (0.364 mi.) AR363 1358 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Pollution Characterization JMB CONSTRUCTION, IN 132 S MAPLE AVE NW 1/4 - 1/2 (0.368 mi.) AO365 1363 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 195 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 29 Facility Id: 550156 Facility Status: 9- Case Closed Global ID: T0608100779 S F ENGINE RE-MANUFA 132 SOUTH MAPLE AVEN NW 1/4 - 1/2 (0.368 mi.) AO366 1378 Database: LUST, Date of Government Version: 12/04/2023 Status: Completed - Case Closed Global Id: T0608100779 INTERSTATE GRADING 128 MAPLE NNW 1/4 - 1/2 (0.377 mi.) AO369 1383 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Case Closed Global Id: T0608100738 date9: 8/13/1999 INTERSTATE GRADING A 128 SOUTH MAPLE AVEN NNW 1/4 - 1/2 (0.377 mi.) AO370 1388 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 550122 Facility Status: 9- Case Closed Global ID: T0608100738 CALEGARI PROPERTY 40 LINDEN N 1/4 - 1/2 (0.392 mi.) AS375 1400 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Case Closed Facility Id: 550149 Facility Status: 9- Case Closed Global Id: T0608100905 Global ID: T0608100905 date9: 6/29/2000 OLYMPIAN SSF TERMINA 35 SOUTH LINDEN AVEN N 1/4 - 1/2 (0.403 mi.) AS380 1415 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Remediation Plan Global Id: T0608100005 Global Id: T0608106256 SO LINDEN OLYMPIC 35 SO LINDEN AVE N 1/4 - 1/2 (0.403 mi.) AS381 1442 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 550194 Facility Id: 550053 Facility Status: 5C- Pollution Characterization Facility Status: 9- Case Closed Global ID: T0608100005 Global ID: T0608106256 CARLIN CO 120 S MAPLE NNW 1/4 - 1/2 (0.408 mi.) AO388 1469 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 550092 Facility Status: 9- Case Closed Global ID: T0608100105 CARLIN COMPANY 120 MAPLE NNW 1/4 - 1/2 (0.408 mi.) AO389 1470 Database: LUST, Date of Government Version: 12/04/2023 196 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 30 Status: Completed - Case Closed Global Id: T0608100105 COYNE CYLINDER COMPA 224 RYAN WY WNW 1/4 - 1/2 (0.420 mi.) AX399 1512 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Post remedial action monitoring Facility Id: 550056 Facility Status: 9- Case Closed Global Id: T0608100171 Global ID: T0608100171 SIMPSON COATINGS 111 S MAPLE AVE NNW 1/4 - 1/2 (0.421 mi.) AY402 1533 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 559216 Facility Status: 3B- Preliminary Assessment Underway COLOR CRAFT 255 S AIRPORT BLVD NE 1/4 - 1/2 (0.429 mi.) BA406 1538 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 550045 Facility Status: 9- Case Closed Global ID: T0608100411 COLOR CRAFT 255 AIRPORT NE 1/4 - 1/2 (0.429 mi.) BA407 1539 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Case Closed Global Id: T0608100411 date9: 1/2/2001 R.E.H. PROPERTIES 114 SOUTH MAPLE AVEN NNW 1/4 - 1/2 (0.432 mi.) AY415 1572 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Remediation Plan Global Id: T0608100646 ARTHUR BUZZ HASKINS 114 SO MAPLE AVE NNW 1/4 - 1/2 (0.432 mi.) AY416 1587 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 550109 Facility Status: 5R- Remediation Plan Global ID: T0608100646 VALLEY SHEET METAL 161 STARLITE NW 1/4 - 1/2 (0.459 mi.) BE425 1606 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Case Closed Facility Id: 550035 Facility Status: 9- Case Closed Global Id: T0608100602 Global ID: T0608100602 date9: 11/12/1991 LA MARK TRANSPORTATI 26 LINDEN N 1/4 - 1/2 (0.461 mi.) BF426 1614 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 197 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 31 Status: Completed - Case Closed Facility Status: Case Closed Global Id: T0608100300 date9: 1/2/2003 ZARC RECYCLING 26 SOUTH LINDEN AVE N 1/4 - 1/2 (0.461 mi.) BF427 1620 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 550086 Facility Status: 9- Case Closed Global ID: T0608100300 EARLY AMERICAN PAINT 476 VICTORY AVE NW 1/4 - 1/2 (0.469 mi.) BH432 1646 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Case Closed Facility Id: 550060 Facility Status: 9- Case Closed Global Id: T0608100193 Global ID: T0608100193 date9: 5/11/2000 MONROE SCHNEIDER ASS 274 WATTIS ENE 1/4 - 1/2 (0.472 mi.) BG438 1672 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed date9: 5/6/1992 MONROE SCHNEIDER ASS 274 WATTIS ENE 1/4 - 1/2 (0.472 mi.) BG440 1675 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Status: Completed - Case Closed Facility Id: 550077 Facility Status: 9- Case Closed Global Id: T0608100351 Global ID: T0608100351 COULTERS CARPETS 150 STARLITE NW 1/4 - 1/2 (0.482 mi.) BE443 1683 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Case Closed Facility Id: 550099 Facility Status: 9- Case Closed Global Id: T0608100173 Global ID: T0608100173 date9: 11/14/2002 PACIFIC BELL 1465 HUNTINGTON AVEN W 1/4 - 1/2 (0.488 mi.) BJ445 1689 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Remedial action (cleanup) Underway Facility Id: 550031 Facility Status: 9- Case Closed Global Id: T0608100376 Global ID: T0608100376 J.R. FLYNN CO. 138 STARLITE NW 1/4 - 1/2 (0.493 mi.) BE446 1702 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 198 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 32 Status: Completed - Case Closed Facility Status: Case Closed Facility Id: 550096 Facility Status: 9- Case Closed Global Id: T0608100283 Global ID: T0608100283 date9: 7/6/1998 PENINSULA TOW SERVIC 1071 MONTGOMERY S 1/4 - 1/2 (0.498 mi.) BD450 1708 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Case Closed Facility Id: 880009 Facility Status: 9- Case Closed Global Id: T0608100391 Global ID: T0608100391 date9: 6/13/2002 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ LUBRIVAN TRUCK SERVI 1320 SAN MATEO SSE 0 - 1/8 (0.042 mi.) C40 145 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Case Closed Facility Id: 550061 Facility Status: 9- Case Closed Global Id: T0608100312 Global ID: T0608100312 date9: 3/7/2003 OLYMPIAN PRODUCE MKT 131 TERMINAL E 0 - 1/8 (0.120 mi.) G66 192 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Remedial action (cleanup) Underway Facility Id: 550158 Facility Status: 9- Case Closed Global Id: T0608126439 Global ID: T0608126439 PRESSURE GROUT COMPA 125 S LINDEN AVE WNW 1/8 - 1/4 (0.130 mi.) H83 267 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 550066 Facility Status: 9- Case Closed Global ID: T0608100406 PRESSURE GROUT COMPA 125 SOUTH LINDEN AVE WNW 1/8 - 1/4 (0.130 mi.) H86 285 Database: LUST, Date of Government Version: 12/04/2023 Status: Completed - Case Closed Global Id: T0608100406 PEKING HANDICRAFT 1388 SAN MATEO NNE 1/8 - 1/4 (0.132 mi.) E91 306 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 199 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 33 Status: Completed - Case Closed Facility Status: Case Closed Facility Id: 550141 Facility Status: 9- Case Closed Global Id: T0608100837 Global ID: T0608100837 date9: 8/18/1998 PRESSURE GROUT COMPA 119 SOUTH LINDEN AVE NW 1/8 - 1/4 (0.142 mi.) K113 369 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Case Closed Facility Id: 559005 Facility Status: 9- Case Closed Global Id: T0608105263 Global ID: T0608105263 date9: 8/9/1993 FOUR STAR AUTOMOTIVE 1405 SAN MATEO NNE 1/8 - 1/4 (0.161 mi.) M163 583 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Case Closed Facility Id: 550131 Facility Status: 9- Case Closed Global Id: T0608100794 Global ID: T0608100794 date9: 6/12/1995 FOUR STAR AUTOMOTIVE 113 S LINDEN AVE NW 1/8 - 1/4 (0.164 mi.) O164 587 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Case Closed Facility Id: 550049 Facility Status: 9- Case Closed Global Id: T0608100226 Global ID: T0608100226 date9: 6/28/1996 TORRES TEXACO 1299 SAN MATEO AVE SSW 1/8 - 1/4 (0.177 mi.) Q191 664 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Status: Completed - Case Closed Facility Id: 880062 Facility Status: 9- Case Closed Global Id: T10000002006 Global ID: T1000002006 FRIENDSHIP PRINTING 108 S LINDEN AVE NW 1/8 - 1/4 (0.190 mi.) O212 757 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 550168 Facility Status: 9- Case Closed Global ID: T0608194029 U-SAVE PLUMBING HARD 108 SOUTH LINDEN AVE NW 1/8 - 1/4 (0.190 mi.) O214 760 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 200 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 34 Status: Completed - Case Closed Facility Status: Case Closed Global Id: T0608194029 date9: 2/21/2003 SOUTH SAN FRANCISCO 103 S LINDEN AVE NNW 1/8 - 1/4 (0.195 mi.) O218 780 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 559201 Facility Status: 9- Case Closed Global ID: TI0000000968 WILL-STA, INC. 1276 MONTGOMERY SSW 1/8 - 1/4 (0.206 mi.) Q228 825 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Case Closed Facility Id: 880011 Facility Status: 9- Case Closed Global Id: T0608100619 Global ID: T0608100619 date9: 1/17/1996 SAN MATEO COUNTY TRA 196 PRODUCE NE 1/8 - 1/4 (0.221 mi.) W253 947 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed date9: 4/10/2000 SAM TRANS (VACANT) 196 PRODUCE NE 1/8 - 1/4 (0.221 mi.) W254 948 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Status: Completed - Case Closed Facility Id: 550024 Facility Status: 9- Case Closed Global Id: T0608100436 Global ID: T0608100436 SOUTH CITY SCAVENGER 69 SOUTH LINDEN AVEN NNW 1/8 - 1/4 (0.242 mi.) V290 1054 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Pollution Characterization Global Id: T0608100721 SOUTH SAN FRANCISCO 69 S LINDEN AVE NNW 1/8 - 1/4 (0.242 mi.) V293 1071 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 550121 Facility Status: 9- Case Closed Global ID: T0608100721 PARKING CORPORATION 120 TERMINAL NE 1/8 - 1/4 (0.248 mi.) Z306 1121 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 559187 Facility Status: 9- Case Closed Global ID: SL0608187305 1245 MONTGOMERY AVE 1245 MONTGOMERY AVEN SSW 1/4 - 1/2 (0.254 mi.) AB310 1151 Database: LUST, Date of Government Version: 12/04/2023 Status: Completed - Case Closed Global Id: T10000011034 HERTZ-PENSKE TRUCK L 62 S LINDEN AVE NNW 1/4 - 1/2 (0.299 mi.) AG319 1187 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 201 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 35 Facility Id: 550166 Facility Id: 550106 Facility Status: 9- Case Closed Global ID: T0608199177 Global ID: T0608100238 PENSKE TRUCK LEASING 62 LINDEN NNW 1/4 - 1/2 (0.299 mi.) AG320 1188 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Case Closed Global Id: T0608199177 Global Id: T0608100238 date9: 1/17/2003 CHEVRON STATION NO 9 300 S AIRPORT BLVD ENE 1/4 - 1/2 (0.315 mi.) AI328 1223 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 550134 Facility Status: 9- Case Closed Global ID: T0608100864 CHEVRON 9-7875 300 SOUTH AIRPORT BO ENE 1/4 - 1/2 (0.315 mi.) AI329 1237 Database: LUST, Date of Government Version: 12/04/2023 Status: Completed - Case Closed Global Id: T0608100864 CHEVRON 9-7875 300 AIRPORT ENE 1/4 - 1/2 (0.315 mi.) AI330 1241 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed date9: 12/11/2002 SAN BRUNO GLASS CENT 1160 SAN MATEO S 1/4 - 1/2 (0.337 mi.) AJ335 1255 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Status: Completed - Case Closed Facility Id: 550065 Facility Status: 9- Case Closed Global Id: T0608100440 Global ID: T0608100440 GROSVENOR AIRPORT IN 380 AIRPORT E 1/4 - 1/2 (0.348 mi.) AM344 1274 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed date9: 6/26/2001 GROSVENOR AIRPORT AS 380 SO AIRPORT BLVD E 1/4 - 1/2 (0.348 mi.) AM346 1277 Database: LUST, Date of Government Version: 12/04/2023 Status: Completed - Case Closed Global Id: T0608101013 GROSVENOR HOTEL 380 S AIRPORT BLVD E 1/4 - 1/2 (0.348 mi.) AM347 1281 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 550154 Facility Status: 9- Case Closed Global ID: T0608101013 KEN FUNK PROPERTY 264 AIRPORT NE 1/4 - 1/2 (0.359 mi.) AQ356 1340 Database: LUST, Date of Government Version: 12/04/2023 Status: Completed - Case Closed Global Id: T0608100188 GENERAL RENT A CAR ( 264 S AIRPORT BLVD NE 1/4 - 1/2 (0.359 mi.) AQ358 1344 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 202 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 36 Facility Id: 550042 Facility Status: 9- Case Closed Global ID: T0608100188 HAMPTON’S SERVICE, I 248 S AIRPORT BLVD NE 1/4 - 1/2 (0.388 mi.) AQ371 1389 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 550186 Facility Status: 9- Case Closed Global ID: T0608153743 SHELL SERVICE STATIO 248 SOUTH AIRPORT BO NE 1/4 - 1/2 (0.388 mi.) AQ372 1392 Database: LUST, Date of Government Version: 12/04/2023 Status: Completed - Case Closed Global Id: T0608153743 GENERAL RENT A CAR S 410 S AIRPORT BLVD ESE 1/4 - 1/2 (0.396 mi.) AT378 1409 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 550058 Facility Status: 9- Case Closed Global ID: T0608100431 RPM RENT-A-CAR 410 SOUTH AIRPORT BO ESE 1/4 - 1/2 (0.396 mi.) AT379 1410 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Case Closed Global Id: T0608100431 date9: 10/25/1995 GREYHOUND EXPOSITION 100 UTAH AVE ENE 1/4 - 1/2 (0.406 mi.) AU385 1446 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Status: Completed - Case Closed Facility Id: 550090 Facility Status: 9- Case Closed Global Id: T0608100244 Global ID: T0608100244 GREYHOUND DIAL 100 UTAH ENE 1/4 - 1/2 (0.406 mi.) AU386 1462 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed date9: 7/28/2000 CYCLE SHACK,INC 1104 SAN MATEO S 1/4 - 1/2 (0.407 mi.) AV387 1462 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Case Closed Facility Id: 550123 Facility Status: 9- Case Closed Global Id: T0608100727 Global ID: T0608100727 date9: 11/13/2000 AUTO SERVICE PROPERT 1080 SAN MATEO AVENU S 1/4 - 1/2 (0.414 mi.) AV393 1489 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Status: Completed - Case Closed Facility Id: 559013 203 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 37 Facility Status: 9- Case Closed Global Id: T0608165213 Global ID: T0608165213 SBC 1101 SAN MATEO AVE S 1/4 - 1/2 (0.414 mi.) AV395 1493 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Case Closed Facility Id: 880028 Facility Status: 9- Case Closed Global Id: T0608100645 Global ID: T0608100645 date9: 11/13/2000 FEDERAL SUPPLY WAREH 1070 SAN MATEO S 1/4 - 1/2 (0.421 mi.) AV400 1522 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Case Closed Facility Id: 550072 Facility Status: 9- Case Closed Global Id: T0608100214 Global ID: T0608100214 date9: 4/28/1997 GERNERAL RENT A CAR 124 BEACON ESE 1/4 - 1/2 (0.429 mi.) AZ403 1533 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Status: Completed - Case Closed Facility Id: 550084 Facility Status: 9- Case Closed Global Id: T0608100401 Global ID: T0608100401 GENERAL RENT A CAR 124 BEACON ESE 1/4 - 1/2 (0.429 mi.) AZ404 1537 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed date9: 3/19/1998 BOB LEECH’S AUTORENT 435 S AIRPORT BLVD ESE 1/4 - 1/2 (0.447 mi.) AT418 1591 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 550128 Facility Status: 9- Case Closed Global ID: T0608100753 BOB LEECH’S AUTO REN 435 AIRPORT ESE 1/4 - 1/2 (0.447 mi.) AT419 1592 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Case Closed Global Id: T0608100753 date9: 3/15/2001 THOMPSON AIRCRAFT TI 160 BEACON ST SE 1/4 - 1/2 (0.450 mi.) BC422 1597 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 204 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 38 Status: Completed - Case Closed Facility Status: Case Closed Facility Id: 550051 Facility Status: 9- Case Closed Global Id: T0608100541 Global ID: T0608100541 date9: 3/7/2003 HARMON SHRAGGE CO 280 WATTIS ENE 1/4 - 1/2 (0.465 mi.) BG431 1642 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Database: LUST REG 2, Date of Government Version: 09/30/2004 Status: Completed - Case Closed Facility Status: Case Closed Facility Id: 550076 Facility Status: 9- Case Closed Global Id: T0608100252 Global ID: T0608100252 date9: 8/22/1996 U-FREIGHT AMERICA IN 320 COREY E 1/4 - 1/2 (0.470 mi.) BI436 1664 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed date9: 6/26/2001 U-FREIGHT AMERICA IN 320 COREY E 1/4 - 1/2 (0.470 mi.) BI437 1665 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/04/2023 Status: Completed - Case Closed Facility Id: 550094 Facility Status: 9- Case Closed Global Id: T0608100554 Global ID: T0608100554 CPS-SLIC: Cleanup Program Sites (CPS; also known as Site Cleanups [SC] and formerly known as Spills, Leaks, Investigations, and Cleanups [SLIC] sites) included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater. A review of the CPS-SLIC list, as provided by EDR, has revealed that there are 19 CPS-SLIC sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ AMPHLETT PRINTING 1331 SAN MATEO AVENU S 0 - 1/8 (0.020 mi.) A28 95 Database: CPS-SLIC, Date of Government Version: 12/04/2023 Facility Status: Completed - Case Closed Global Id: T0608117321 SF PARKING INC DBA S 54 TANFORAN AVE SW 1/4 - 1/2 (0.284 mi.) AE317 1174 Database: CPS-SLIC, Date of Government Version: 12/04/2023 Facility Status: Open - Site Assessment Global Id: T10000012479 BINKS MANUFACTURING 1459 SAN MATEO NNE 1/4 - 1/2 (0.293 mi.) AF318 1185 Database: CPS-SLIC, Date of Government Version: 12/04/2023 Facility Status: Completed - Case Closed 205 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 39 Global Id: T0608148945 MARYATT INDUSTRIES 290 S NAPLE AVE W 1/4 - 1/2 (0.333 mi.) AH334 1248 Database: CPS-SLIC, Date of Government Version: 12/04/2023 Facility Status: Open - Assessment & Interim Remedial Action Global Id: SL0608175553 POETSCH PETERSON TAN 325 SOUTH MAPLE AVE WSW 1/4 - 1/2 (0.349 mi.) AN349 1286 Database: CPS-SLIC, Date of Government Version: 12/04/2023 Facility Status: Completed - Case Closed Global Id: SLT2O330220 BARBARA BUTLER ARTIS 325 S MAPLE AVE #37 WSW 1/4 - 1/2 (0.349 mi.) AN350 1288 Database: CPS-SLIC, Date of Government Version: 12/04/2023 Facility Status: Completed - Case Closed Global Id: T10000014210 MALASPINA PROPERTY 30 TANFORAN AVENUE SW 1/4 - 1/2 (0.358 mi.) AP352 1333 Database: CPS-SLIC, Date of Government Version: 12/04/2023 Facility Status: Completed - Case Closed Global Id: T10000005669 GOSS-JEWETT COMPANY 416 BROWNING WAY W 1/4 - 1/2 (0.393 mi.) 376 1405 Database: CPS-SLIC, Date of Government Version: 12/04/2023 Facility Status: Open - Assessment & Interim Remedial Action Global Id: SL0608101503 LOPEZ PROPERTY 34-36 SOUTH LINDEN A N 1/4 - 1/2 (0.405 mi.) AS383 1444 Database: CPS-SLIC, Date of Government Version: 12/04/2023 Facility Status: Completed - Case Closed Global Id: T0608110422 COYNE CYLINDER COMPA 224 RYAN WY WNW 1/4 - 1/2 (0.420 mi.) AX398 1510 Database: CPS-SLIC, Date of Government Version: 12/04/2023 Facility Status: Completed - Case Closed Global Id: T0608191592 COYNE CYLINDER COMPA 224 RYAN WY WNW 1/4 - 1/2 (0.420 mi.) AX399 1512 Database: SLIC REG 2, Date of Government Version: 09/30/2004 Facility Id: 41S0048 SIMPSON COATINGS 111 SOUTH MAPLE AVEN NNW 1/4 - 1/2 (0.421 mi.) AY401 1531 Database: CPS-SLIC, Date of Government Version: 12/04/2023 Facility Status: Open - Site Assessment Global Id: T10000006432 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ DELUXE PACKAGES 205 SHAW RD SO S 1/8 - 1/4 (0.130 mi.) I89 292 Database: SLIC REG 2, Date of Government Version: 09/30/2004 Database: CPS-SLIC, Date of Government Version: 12/04/2023 Facility Status: Open - Inactive Facility Id: 41S0024 Global Id: T0608191585 INTERNATIONAL PAINT 220 S LINDEN AVE SSW 1/8 - 1/4 (0.138 mi.) F97 319 Database: SLIC REG 2, Date of Government Version: 09/30/2004 Database: CPS-SLIC, Date of Government Version: 12/04/2023 Facility Status: Completed - Case Closed Facility Id: 41S0030 Global Id: T0608191588 CHEVRON AST FACILITY 103 SOUTH LINDEN STR NNW 1/8 - 1/4 (0.195 mi.) O219 786 Database: CPS-SLIC, Date of Government Version: 12/04/2023 206 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 40 Facility Status: Completed - Case Closed Global Id: T10000000968 UNION PACIFIC ADJACENT 69 SOUTH LI NNW 1/8 - 1/4 (0.219 mi.) V251 945 Database: CPS-SLIC, Date of Government Version: 12/04/2023 Facility Status: Open - Site Assessment Global Id: SL0608137279 PARKING CORPORATION 120 TERMINAL NE 1/8 - 1/4 (0.248 mi.) Z306 1121 Database: CPS-SLIC, Date of Government Version: 12/04/2023 Facility Status: Completed - Case Closed Global Id: SL0608187305 PHASE II CORP 1229 MONTGOMERY SSW 1/4 - 1/2 (0.254 mi.) AB309 1137 Database: CPS-SLIC, Date of Government Version: 12/04/2023 Facility Status: Open - Remediation Global Id: SL0608187730 1245 MONTGOMERY AVE 1245 MONTGOMERY AVEN SSW 1/4 - 1/2 (0.254 mi.) AB312 1155 Database: SLIC REG 2, Date of Government Version: 09/30/2004 Facility Id: 41S0155 Lists of state and tribal registered storage tanks AST: A listing of aboveground storage tank petroleum storage tank locations. A review of the AST list, as provided by EDR, has revealed that there are 5 AST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ GRANITE ROCK CO 1321 LOWRIE WNW 0 - 1/8 (0.018 mi.) A17 54 Database: AST, Date of Government Version: 07/06/2016 GRANITE ROCK CO 1321 LOWRIE AVE WNW 0 - 1/8 (0.018 mi.) A19 80 Database: AST, Date of Government Version: 07/06/2016 AP ENTERPRISE 129 S LINDEN AVE WNW 1/8 - 1/4 (0.127 mi.) H77 231 Database: AST, Date of Government Version: 07/06/2016 SFO AIRPORTER INC 160 S LINDEN AVE WSW 1/8 - 1/4 (0.165 mi.) P169 603 Database: AST, Date of Government Version: 07/06/2016 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ FOUR STAR AUTOMOTIVE 1405 SAN MATEO AVE NNE 1/8 - 1/4 (0.161 mi.) M161 560 Database: AST, Date of Government Version: 07/06/2016 Lists of state and tribal voluntary cleanup sites VCP: Contains low threat level properties with either confirmed or unconfirmed releases and the project proponents have request that DTSC oversee investigation and/or cleanup activities and have agreed to provide coverage for DTSC’s costs. A review of the VCP list, as provided by EDR, and dated 01/22/2024 has revealed that there are 3 VCP 207 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 41 sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ UPRR LINDEN (AKA UNI EAST OF 27 SOUTH LIN N 1/4 - 1/2 (0.413 mi.) AW392 1475 Status: Certified O&M - Land Use Restrictions Only Facility Id: 60001136 BASAPCO, INC. 27-S. LINDEN N 1/4 - 1/2 (0.429 mi.) AW409 1543 Status: Certified / Operation & Maintenance Facility Id: 41360069 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ UNION PACIFIC - SITE EAST OF 69 S. LINDEN NNW 1/8 - 1/4 (0.248 mi.) V307 1123 Status: Active Facility Id: 60001636 ADDITIONAL ENVIRONMENTAL RECORDS Local Lists of Landfill / Solid Waste Disposal Sites WMUDS/SWAT: The Waste Management Unit Database System is used for program tracking and inventory of waste management units. The source is the State Water Resources Control Board. A review of the WMUDS/SWAT list, as provided by EDR, and dated 04/01/2000 has revealed that there is 1 WMUDS/SWAT site within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ VALLEJOS AUTO BODY & 1269 SAN MATEO AVE S 1/8 - 1/4 (0.208 mi.) Q230 831 SWRCY: A listing of recycling facilities in California. A review of the SWRCY list, as provided by EDR, and dated 11/29/2023 has revealed that there is 1 SWRCY site within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ ZARC RECYCLING 26 SOUTH LINDEN AVE N 1/4 - 1/2 (0.461 mi.) BF427 1620 Cert Id: RC14202 Local Lists of Hazardous waste / Contaminated Sites HIST Cal-Sites: Formerly known as ASPIS, this database contains both known and potential hazardous substance sites. The source is the California Department of Toxic Substance Control. No longer updated by the state agency. It has been replaced by ENVIROSTOR. A review of the HIST Cal-Sites list, as provided by EDR, and dated 08/08/2005 has revealed that there are 3 HIST Cal-Sites sites within approximately 1 mile of the target property. 208 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 42 PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ E.I. DUPONT DE NEMOU 160 SOUTH LINDEN AVE WSW 1/8 - 1/4 (0.165 mi.) P170 604 SUN CHEMICAL CORPORA 20 SOUTH LINDEN AVEN N 1/2 - 1 (0.502 mi.) BF453 1723 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ REICHOLD CHEMICALS, 120 SOUTH LINDEN WNW 1/8 - 1/4 (0.154 mi.) K147 505 CERS HAZ WASTE: List of sites in the California Environmental Protection Agency (CalEPA) Regulated Site Portal which fall under the Hazardous Chemical Management, Hazardous Waste Onsite Treatment, Household Hazardous Waste Collection, Hazardous Waste Generator, and RCRA LQ HW Generator programs. A review of the CERS HAZ WASTE list, as provided by EDR, and dated 01/16/2024 has revealed that there are 33 CERS HAZ WASTE sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ CORPORATE IDENTITY S 1342 SAN MATEO AVE E 0 - 1/8 (0.017 mi.) A15 36 SOUTH SAN FRANCISCO 1321 LOWRIE AVE WNW 0 - 1/8 (0.018 mi.) A18 55 ROYAL AUTO REPAIR 1331 SAN MATEO AVE S 0 - 1/8 (0.020 mi.) A30 102 OGDEN AVIATION SERVI 129 S LINDEN AVE WNW 1/8 - 1/4 (0.127 mi.) H76 213 PRESTIGE AUTO BODY 143 S LINDEN AVE W 1/8 - 1/4 (0.129 mi.) H80 256 SILVESTRI 149 S LINDEN W 1/8 - 1/4 (0.139 mi.) L110 355 S & W AUTOWORKS 130 S LINDEN AVE A WNW 1/8 - 1/4 (0.147 mi.) H119 384 CLASSIC SHUTTLE SERV 130 S LINDEN AVE F WNW 1/8 - 1/4 (0.147 mi.) H124 422 MASON’S AUTO COLLISI 136 S LINDEN STE B WNW 1/8 - 1/4 (0.148 mi.) H128 440 SSF AUTO CENTER 140 S LINDEN AVE D W 1/8 - 1/4 (0.150 mi.) H138 464 AT&T CALIFORNIA - P2 150 S LINDEN AVE W 1/8 - 1/4 (0.157 mi.) L156 545 GIANNINI GARDEN ORNA 225 SHAW RD SE 1/8 - 1/4 (0.178 mi.) N197 682 SYLVANIA LIGHTING SE 263 S MAPLE AVE W 1/8 - 1/4 (0.216 mi.) U249 938 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ SB GARAGE LLC 1350 SAN MATEO AVE ENE 0 - 1/8 (0.024 mi.) A33 117 DJ & J AUTO CARE 1383 SAN MATEO AVE NNE 0 - 1/8 (0.103 mi.) E54 166 BLUE SKY AUTO BODY I 125 S LINDEN AVE WNW 1/8 - 1/4 (0.130 mi.) H84 267 EURO AUTOBODY 119 S LINDEN AVE NW 1/8 - 1/4 (0.142 mi.) K114 373 CATALENT WELLNESS CA 228 SHAW RD SSE 1/8 - 1/4 (0.157 mi.) I151 513 FOUR STAR AUTOMOTIVE 1405 SAN MATEO AVE NNE 1/8 - 1/4 (0.161 mi.) M161 560 UCS AUTO REPAIRS INC 1299 SAN MATEO AVE SSW 1/8 - 1/4 (0.177 mi.) Q192 670 AUTOTECH, INC 112 SO LINDEN AVENUE NW 1/8 - 1/4 (0.181 mi.) O202 704 LEGACY AUTO TECH 161 TANFORAN AVE SSW 1/8 - 1/4 (0.186 mi.) Q210 738 UNITED PERFORMANCE C 108 S LINDEN NW 1/8 - 1/4 (0.190 mi.) O217 767 HARRIS BROTHERS AUTO 104 S LINDEN AVE NW 1/8 - 1/4 (0.198 mi.) O221 790 RALPH KING FURNITURE 100 S LINDEN AVE NNW 1/8 - 1/4 (0.209 mi.) O233 847 UTAP PRINTING CO., I 1423 SAN MATEO AVE NNE 1/8 - 1/4 (0.210 mi.) R235 853 SAN MATEO COUNTY - E 101 TANFORAN AVE SSW 1/8 - 1/4 (0.214 mi.) Q241 867 O’REILLY AUTO PARTS 88 S LINDEN AVE NNW 1/8 - 1/4 (0.228 mi.) Y262 960 BUDS AUTO CLINIC 1254 MONTGOMERY ST SSW 1/8 - 1/4 (0.229 mi.) Q265 976 SUPERIOR AUTO REPAIR 1253 SAN MATEO AVE S 1/8 - 1/4 (0.231 mi.) X269 1000 CRESCO EQUIPMENT REN 1431 SAN MATEO AVE NNE 1/8 - 1/4 (0.239 mi.) S284 1035 SOUTH CITY AUTO CENT 69 S LINDEN NNW 1/8 - 1/4 (0.242 mi.) V294 1074 PENINSULA AUTO BODY 1430 SAN MATEO AVE NNE 1/8 - 1/4 (0.246 mi.) AA302 1104 209 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 43 Local Lists of Registered Storage Tanks SWEEPS UST: Statewide Environmental Evaluation and Planning System. This underground storage tank listing was updated and maintained by a company contacted by the SWRCB in the early 1990’s. The listing is no longer updated or maintained. The local agency is the contact for more information on a site on the SWEEPS list. A review of the SWEEPS UST list, as provided by EDR, and dated 06/01/1994 has revealed that there are 11 SWEEPS UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ GRANITE ROCK CO 1321 LOWRIE WNW 0 - 1/8 (0.018 mi.) A23 84 Comp Number: 550120 BAY CITIES BUILDING 1305 SAN MATEO AVE SSW 0 - 1/8 (0.106 mi.) F57 177 Status: A Tank Status: A Comp Number: 550070 BAY CITIES BUILDING 150 S LINDEN AVE W 1/8 - 1/4 (0.157 mi.) L155 545 Comp Number: 2543 E I DUPONT DE NEMONE 160 S LINDEN AVE WSW 1/8 - 1/4 (0.165 mi.) P168 599 Status: A Tank Status: A Comp Number: 550146 SYLVANIA LIGHTING SE 263 S MAPLE AVE W 1/8 - 1/4 (0.216 mi.) U249 938 Comp Number: 550047 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ OLYMPIAN PRODUCE MKT 131 TERMINAL E 0 - 1/8 (0.120 mi.) G66 192 Status: A Tank Status: A Comp Number: 550045 FOUR STAR AUTOMOTIVE 1405 SAN MATEO AVE NNE 1/8 - 1/4 (0.161 mi.) M161 560 Status: A Comp Number: 550086 FOUR STAR AUTOMOTIVE 113 S LINDEN AVE NW 1/8 - 1/4 (0.164 mi.) O166 596 Comp Number: 550085 SAN BRUNO GARBAGE CO 101 TANFORAN AVE SSW 1/8 - 1/4 (0.214 mi.) Q242 925 Status: A Tank Status: A Comp Number: 880009 PARK’N FLY OF SAN FR 101 TERMINAL CT NE 1/8 - 1/4 (0.238 mi.) Z282 1034 Status: A Tank Status: A Comp Number: 550017 BAYSIDE COLLISION CE 69 S LINDEN AVE NNW 1/8 - 1/4 (0.242 mi.) V288 1050 Status: A Comp Number: 550039 210 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 44 HIST UST: Historical UST Registered Database. A review of the HIST UST list, as provided by EDR, and dated 10/15/1990 has revealed that there are 20 HIST UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ LOWRIE PAVING 1321 LOWRIE AVE WNW 0 - 1/8 (0.018 mi.) A21 83 Facility Id: 00000001266 LOWRIE PAVING 1321 LOWRIE AVENUE WNW 0 - 1/8 (0.018 mi.) A24 87 KOLVI DEVELOPMENT CO 1361 SAN MATEO AVE NNE 0 - 1/8 (0.048 mi.) B43 150 Facility Id: 00000014513 BAY CITIES BUILDING 1305 SAN MATEO SSW 0 - 1/8 (0.106 mi.) F56 174 Facility Id: 00000034889 MARSHAL M MIRZA INC 165 SOUTH LINDEN AVE WSW 1/8 - 1/4 (0.139 mi.) J99 333 Facility Id: 00000008961 E.I. DUPONT DE NEMOU 160 S LINDEN AVE WSW 1/8 - 1/4 (0.165 mi.) P167 597 Facility Id: 00000063422 E I DUPONT DE NEMONE 160 S LINDEN AVE WSW 1/8 - 1/4 (0.165 mi.) P168 599 Facility Id: 00000016634 WEST COAST AUTOMOTIV 160 S LINDEN AVE WSW 1/8 - 1/4 (0.165 mi.) P173 611 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ PRODUCE MARKET KEYLO 131 TERMINAL CT E 0 - 1/8 (0.120 mi.) G72 205 Facility Id: 00000058727 DELUXE PACKAGES 205 SHAW RD SO S 1/8 - 1/4 (0.130 mi.) I89 292 Facility Id: 00000000895 REICHHOLD 120 SO LINDEN AVE WNW 1/8 - 1/4 (0.154 mi.) K148 510 Facility Id: 00000009127 FOUR STAR AUTOMOTIVE 1405 SAN MATEO AVE NNE 1/8 - 1/4 (0.161 mi.) M161 560 Facility Id: 00000066546 Facility Id: 00000018460 FOUR STAR AUTOMOTIVE 113 S LINDEN AVE NW 1/8 - 1/4 (0.164 mi.) O164 587 Facility Id: 00000043078 TORRES TEXACO 1299 SAN MATEO AVE SSW 1/8 - 1/4 (0.177 mi.) Q191 664 Facility Id: 00000009897 SAN BRUNO GARBAGE CO 101 TANFORAN AVE SSW 1/8 - 1/4 (0.214 mi.) Q244 929 Facility Id: 00000009738 PARK N FLY OF SAN FR 101 TERMINAL CT NE 1/8 - 1/4 (0.238 mi.) Z283 1035 Facility Id: 00000066059 MCLELLAN 257 SHAW RD SE 1/8 - 1/4 (0.240 mi.) T287 1047 Facility Id: 00000008484 SOUTH SAN FRANCISCO 69 S LINDEN AVE NNW 1/8 - 1/4 (0.242 mi.) V293 1071 Facility Id: 00000013290 SOUTH SAN FRANCISCO 69 SOUTH LINDEN AVEN NNW 1/8 - 1/4 (0.242 mi.) V296 1096 HOOKER-KOLB MEAT CO 1247 MONTGOMERY AVE SSW 1/8 - 1/4 (0.245 mi.) X300 1100 Facility Id: 00000008811 211 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 45 CERS TANKS: List of sites in the California Environmental Protection Agency (CalEPA) Regulated Site Portal which fall under the Aboveground Petroleum Storage and Underground Storage Tank regulatory programs. A review of the CERS TANKS list, as provided by EDR, and dated 01/16/2024 has revealed that there are 2 CERS TANKS sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ SOUTH SAN FRANCISCO 1321 LOWRIE AVE WNW 0 - 1/8 (0.018 mi.) A18 55 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ FOUR STAR AUTOMOTIVE 1405 SAN MATEO AVE NNE 1/8 - 1/4 (0.161 mi.) M161 560 CA FID UST: The Facility Inventory Database contains active and inactive underground storage tank locations. The source is the State Water Resource Control Board. A review of the CA FID UST list, as provided by EDR, and dated 10/31/1994 has revealed that there are 10 CA FID UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ BAY CITIES BUILDING 1305 SAN MATEO AVE SSW 0 - 1/8 (0.106 mi.) F57 177 Facility Id: 41004917 Status: A BAY CITIES BUILDING 150 S LINDEN AVE W 1/8 - 1/4 (0.157 mi.) L153 519 Facility Id: 41004756 Status: A E I DUPONT AUTO SERV 160 S LINDEN AVE WSW 1/8 - 1/4 (0.165 mi.) P182 650 Facility Id: 41000627 Status: A SYLVANIA LIGHTING SE 263 S MAPLE AVE W 1/8 - 1/4 (0.216 mi.) U250 944 Facility Id: 41000791 Status: A PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ PRODUCE MARKET KEYLO 131 TERMINAL CT E 0 - 1/8 (0.120 mi.) G71 205 Facility Id: 41004915 Status: A FOUR STAR AUTOMOTIVE 1405 SAN MATEO AVE NNE 1/8 - 1/4 (0.161 mi.) M161 560 Facility Id: 41004919 Status: A FOUR STAR AUTOMOTIVE 113 S LINDEN AVE NW 1/8 - 1/4 (0.164 mi.) O164 587 Facility Id: 41000248 Status: A SAN BRUNO GARBAGE CO 101 TANFORAN AVE SSW 1/8 - 1/4 (0.214 mi.) Q242 925 Facility Id: 41004977 Status: A PARK’N FLY OF SAN FR 101 TERMINAL CT NE 1/8 - 1/4 (0.238 mi.) Z281 1034 Facility Id: 41003537 Status: A SOUTH SAN FRANCISCO 69 SOUTH LINDEN AVEN NNW 1/8 - 1/4 (0.242 mi.) V296 1096 212 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 46 Facility Id: 41004913 Status: A Local Land Records DEED: The use of recorded land use restrictions is one of the methods the DTSC uses to protect the public from unsafe exposures to hazardous substances and wastes . A review of the DEED list, as provided by EDR, and dated 11/22/2023 has revealed that there are 3 DEED sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ UPRR LINDEN (AKA UNI EAST OF 27 SOUTH LIN N 1/4 - 1/2 (0.413 mi.) AW392 1475 Status: CERTIFIED O&M - LAND USE RESTRICTIONS ONLY Envirostor ID: 60001136 BASAPCO, INC. 27-S. LINDEN N 1/4 - 1/2 (0.429 mi.) AW409 1543 Status: CERTIFIED / OPERATION & MAINTENANCE Envirostor ID: 41360069 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ U-SAVE PLUMBING HARD 108 SOUTH LINDEN AVE NW 1/8 - 1/4 (0.190 mi.) O213 759 Status: COMPLETED - CASE CLOSED Envirostor ID: T0608194029 Other Ascertainable Records RCRA NonGen / NLR: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste. A review of the RCRA NonGen / NLR list, as provided by EDR, and dated 12/04/2023 has revealed that there are 85 RCRA NonGen / NLR sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ KK GRAPHICS INC 1336 SAN MATEO AVE SE 0 - 1/8 (0.014 mi.) A9 17 EPA ID:: CAL000443784 GIANT HORSE PRINTING 1336 SAN MATEO AVE SE 0 - 1/8 (0.014 mi.) A11 20 EPA ID:: CAL920394965 GRANITE ROCK COMPANY 1321 LOWRIE AVE WNW 0 - 1/8 (0.018 mi.) A20 80 EPA ID:: CAL000047959 ROYAL AUTO LIMO REPA 1331 SAN MATEO AVE S 0 - 1/8 (0.020 mi.) A31 114 EPA ID:: CAL000314661 KAG SPECIALTY PRODUC 1305 SAN MATEO AVE SSW 0 - 1/8 (0.106 mi.) F59 179 EPA ID:: CAC003244100 KENAN ADVANTAGE GROU 1305 SAN MATEO AVE SSW 0 - 1/8 (0.106 mi.) F60 182 213 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 47 EPA ID:: CAC003042804 EPA ID:: CAC003209078 PRIMEFLIGHT AVIATION 129 S LINDEN AVE WNW 1/8 - 1/4 (0.127 mi.) H74 209 EPA ID:: CAL000446494 MASTERTEC INC DBA AP 129 S LINDEN AVE WNW 1/8 - 1/4 (0.127 mi.) H75 211 EPA ID:: CAL000354310 PRESTIGE AUTO BODY A 143 SO LINDEN AVE W 1/8 - 1/4 (0.129 mi.) H81 262 EPA ID:: CAL000433273 CLS GLOBAL TRANSPORT 165 S LINDEN AVE WSW 1/8 - 1/4 (0.139 mi.) J100 334 EPA ID:: CAC003225526 EPA ID:: CAL000461831 PACIFIC COAST CAPITA 165 S LINDEN AVE WSW 1/8 - 1/4 (0.139 mi.) J101 337 EPA ID:: CAC003047401 A SILVESTRI CORPORAT 149 SOUTH LINDEN AVE W 1/8 - 1/4 (0.139 mi.) L109 353 EPA ID:: CAL000116138 UNLIMITED TOOL REPAI 130 S LINDEN AVE STE WNW 1/8 - 1/4 (0.147 mi.) H120 413 EPA ID:: CAL000337402 G&O AUTO BODY & REPA 130 S LINDEN AVE STE WNW 1/8 - 1/4 (0.147 mi.) H121 416 EPA ID:: CAL000406711 CLASSIC SHUTTLE SERV 130 S LINDEN AVE STE WNW 1/8 - 1/4 (0.147 mi.) H122 418 EPA ID:: CAL000374088 S&W AUTO WORKS 130 S LINDEN AVE STE WNW 1/8 - 1/4 (0.147 mi.) H123 420 EPA ID:: CAL000214706 BODY WORKZ AUTO COLL 136 S LINDEN AVE #E WNW 1/8 - 1/4 (0.148 mi.) H125 433 EPA ID:: CAL000449933 SIGNATURE BODY SHOP 136 S LINDEN AVE STE WNW 1/8 - 1/4 (0.148 mi.) H126 435 EPA ID:: CAL000291236 MASON’S AUTO COLLISI 136 S LINDEN AVE STE WNW 1/8 - 1/4 (0.148 mi.) H127 437 EPA ID:: CAL000469441 WU’S AUTO CENTER 136 S LINDEN AVE STE WNW 1/8 - 1/4 (0.148 mi.) H129 444 EPA ID:: CAL000040155 AUTO PRECISION REPAI 140 S LINDEN AVE STE W 1/8 - 1/4 (0.150 mi.) H134 455 EPA ID:: CAL000403460 JIN’S AUTO REPAIR IN 140 S LINDEN AVE STE W 1/8 - 1/4 (0.150 mi.) H135 457 EPA ID:: CAL000472984 SSF AUTO CENTER INC 140 S LINDEN AVE STE W 1/8 - 1/4 (0.150 mi.) H140 485 EPA ID:: CAL000401286 AT&T 150 S LINDEN AVE W 1/8 - 1/4 (0.157 mi.) L154 542 EPA ID:: CAL000402816 CENTRAL CONCRETE SUP 150 S LINDEN AVE W 1/8 - 1/4 (0.157 mi.) L157 553 EPA ID:: CAL000329366 MERCURY TOURS 180 S LINDEN AVE WSW 1/8 - 1/4 (0.159 mi.) J158 555 EPA ID:: CAL000009145 SOUTHLINE PROJECT 180 SOUTH LINDEN AVE WSW 1/8 - 1/4 (0.159 mi.) J159 558 EPA ID:: CAC003189474 GRANITE EXCAVATION & 160 S LINDEN AVE STE WSW 1/8 - 1/4 (0.165 mi.) P171 607 EPA ID:: CAL000385009 GRANITE EXCAVATION A 160 S. LINDEN AVE, S WSW 1/8 - 1/4 (0.165 mi.) P172 609 214 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 48 EPA ID:: CAC002970972 SFO AIRPORTER INC DB 160 S LINDEN AVE STE WSW 1/8 - 1/4 (0.165 mi.) P174 612 EPA ID:: CAL000374091 ACCURATE PRINTING 160 S LINDEN AVE #12 WSW 1/8 - 1/4 (0.165 mi.) P176 615 EPA ID:: CAL000440861 AUTOMOTIVE SERVICE C 160 S. LINDEN AVE. WSW 1/8 - 1/4 (0.165 mi.) P180 641 EPA ID:: CAD009206855 DC3 THERAPEUTICS LLC 160 S LINDEN AVE STE WSW 1/8 - 1/4 (0.165 mi.) P181 648 EPA ID:: CAL000408582 BENNY NG 240 DOLLAR AVENUE SW 1/8 - 1/4 (0.171 mi.) J184 652 EPA ID:: CAC003184787 READYSPACES 240 DOLLAR AVE SW 1/8 - 1/4 (0.171 mi.) J187 657 EPA ID:: CAC003184270 GIANNINI GARDEN ORNA 225 SHAW RD SE 1/8 - 1/4 (0.178 mi.) N196 679 EPA ID:: CAL000269373 ALVAH CONTRACTORS IN 263 S MAPLE AVE W 1/8 - 1/4 (0.216 mi.) U247 934 EPA ID:: CAL000459738 UTILITY CONSTRUCTION 263 S MAPLE AVE W 1/8 - 1/4 (0.216 mi.) U248 936 EPA ID:: CAL000473819 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ SBGARAGE LLC 1350 SAN MATEO AVE ENE 0 - 1/8 (0.024 mi.) A34 123 EPA ID:: CAL000404469 GRACE BODY SHOP 1379 SAN MATEO AVE NNE 0 - 1/8 (0.082 mi.) B50 161 EPA ID:: CAL000311796 D J & J AUTO CARE 1383 SAN MATEO AVE NNE 0 - 1/8 (0.103 mi.) E53 164 EPA ID:: CAL000267421 PACIFIC BELL 1384 SAN MATEO AVE NNE 0 - 1/8 (0.108 mi.) E62 188 EPA ID:: CAD981162209 BLUE SKY AUTO BODY 125 SOUTH LINDEN AVE WNW 1/8 - 1/4 (0.130 mi.) H82 264 EPA ID:: CAC003226537 BLUE SKY AUTO BODY 125 S LINDEN WNW 1/8 - 1/4 (0.130 mi.) H87 289 EPA ID:: CAL000403568 JP AUTO BODY 2ND 123 S LINDEN AVE NW 1/8 - 1/4 (0.135 mi.) K95 314 EPA ID:: CAL000473883 L & D EQUIPMENT INC 220 S LINDEN AVE SSW 1/8 - 1/4 (0.138 mi.) F96 317 EPA ID:: CAL000191395 OUTPUT ENABLERS LLC 220 S LINDEN AVE STE SSW 1/8 - 1/4 (0.138 mi.) F98 331 EPA ID:: CAL000433081 JCW 218 W. SHAW RD. SUIT S 1/8 - 1/4 (0.139 mi.) F104 343 EPA ID:: CAC003066506 JCW 218 SHAW RD, STE 8 S 1/8 - 1/4 (0.139 mi.) F105 345 EPA ID:: CAC003047013 JCW 218 SHAW ROAD #8 S 1/8 - 1/4 (0.139 mi.) F106 347 EPA ID:: CAC003024892 HARVEST VACATION TOU 218 SHAW RD S 1/8 - 1/4 (0.139 mi.) F108 350 215 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 49 EPA ID:: CAC002985779 EURO AUTOBODY 119 SOUTH LINDEN AVE NW 1/8 - 1/4 (0.142 mi.) K112 367 EPA ID:: CAL000429225 NORTH STATE ENVIRONM 214 SHAW ROAD S 1/8 - 1/4 (0.153 mi.) I143 489 EPA ID:: CAC002970757 NORTH STATE ENV 90 S SPRUCE AVE S 1/8 - 1/4 (0.153 mi.) I144 491 EPA ID:: CAD000603738 CATALENT 228 SHAW RD SSE 1/8 - 1/4 (0.157 mi.) I152 517 EPA ID:: CAL000468879 ALL PETROLEUM RECOVE 114 SO LINDEN AVE NW 1/8 - 1/4 (0.170 mi.) K183 650 EPA ID:: CAR000053454 PODIUM AUTO CENTER 1299 SAN MATEO AVE SSW 1/8 - 1/4 (0.177 mi.) Q189 660 EPA ID:: CAL000443423 EPA ID:: CAL000463802 UCS AUTO REPAIRS INC 1299 SAN MATEO AVE SSW 1/8 - 1/4 (0.177 mi.) Q190 662 EPA ID:: CAL000481246 B & B TRANSMISSIONS 1299 SAN MATEO AVE SSW 1/8 - 1/4 (0.177 mi.) Q193 676 EPA ID:: CAL000112702 SHERWIN WILLIAMS CO 112 S LINDEN AVE NW 1/8 - 1/4 (0.181 mi.) O200 699 EPA ID:: CAT000619296 JP AUTO BODY 112 S LINDEN AVE NW 1/8 - 1/4 (0.181 mi.) O201 702 EPA ID:: CAL000372689 OSCAR M VASQUEZ LEGA 161 TANFORAN AVE SSW 1/8 - 1/4 (0.186 mi.) Q211 755 EPA ID:: CAL000410887 UNITED PERFORMANCE C 108 SOUTH LINDEN AVE NW 1/8 - 1/4 (0.190 mi.) O216 765 EPA ID:: CAL000290633 HARRIS BROS AUTO BOD 104 S LINDEN AVE NW 1/8 - 1/4 (0.198 mi.) O222 807 EPA ID:: CAL000467741 EPA ID:: CAL000321676 DR AUTO BODY 1273 SAN MATEO AVE SSW 1/8 - 1/4 (0.199 mi.) Q223 809 EPA ID:: CAL000430635 A&F AUTO BODY 1265 SAN MATEO AVE S 1/8 - 1/4 (0.206 mi.) Q227 823 EPA ID:: CAL000315763 VALLEJO’S AUTO BODY 1269 SAN MATEO AVE S 1/8 - 1/4 (0.208 mi.) Q232 845 EPA ID:: CAL000443209 RALPH KING FURNITURE 100 S LINDEN AVE NNW 1/8 - 1/4 (0.209 mi.) O234 850 EPA ID:: CAL000440673 RECOLOGY SAN BRUNO D 101 TANFORAN AVE SSW 1/8 - 1/4 (0.214 mi.) Q245 930 EPA ID:: CAL000129333 LERA GLASS INC 1245 SAN MATEO AVE S 1/8 - 1/4 (0.224 mi.) Q257 952 EPA ID:: CAL000404787 SEGOVIA AUTO BODY IN 1249 SAN MATEO AVE S 1/8 - 1/4 (0.227 mi.) X259 956 EPA ID:: CAL000316530 SOUTH LINDEN, LLC 88 S LINDEN AVE NNW 1/8 - 1/4 (0.228 mi.) Y263 973 EPA ID:: CAC003043267 BUDS AUTO CLINIC 1254 MONTGOMERY AVE SSW 1/8 - 1/4 (0.229 mi.) Q266 988 EPA ID:: CAL000070873 SUPERIOR AUTO REPAIR 1253 SAN MATEO AVE S 1/8 - 1/4 (0.231 mi.) X267 990 216 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 50 EPA ID:: CAL000340967 AMAZON COLLISION CEN 1255 MONTGOMERY AVE SSW 1/8 - 1/4 (0.237 mi.) X273 1018 EPA ID:: CAL000475040 AMAZON AUTO BODY 1255 MONTGOMERY AVE SSW 1/8 - 1/4 (0.237 mi.) X274 1020 EPA ID:: CAC003167731 EPA ID:: CAL000364546 AMAZON AUTOBODY 1255 MONTGOMERY AVE SSW 1/8 - 1/4 (0.237 mi.) X275 1022 EPA ID:: CAC002971376 GEORGE ABRAHAMSOHN 1240 MONTGOMERY AVE SSW 1/8 - 1/4 (0.238 mi.) X276 1025 EPA ID:: CAC003108462 PARK ’N FLY OF SAN F 101 TERMINAL CT NE 1/8 - 1/4 (0.238 mi.) Z279 1029 EPA ID:: CAL000010754 CLS GLOBAL TRANSPORT 101 TERMINAL CT ISLE NE 1/8 - 1/4 (0.238 mi.) Z280 1032 EPA ID:: CAL000472068 NORCAL RENTAL GROUP 1431 SAN MATEO AVE NNE 1/8 - 1/4 (0.239 mi.) S285 1044 EPA ID:: CAL000310069 BAYSIDE COLLISION CE 69 S LINDEN AVE NNW 1/8 - 1/4 (0.242 mi.) V289 1052 EPA ID:: CAL000441272 SOUTH SAN FRANCISCO 69 S LINDEN AVE NNW 1/8 - 1/4 (0.242 mi.) V292 1068 EPA ID:: CAP000174946 SOUTH CITY AUTO CENT 69 S LINDEN AVE NNW 1/8 - 1/4 (0.242 mi.) V295 1093 EPA ID:: CAL000328578 PENINSULA AUTO BODY 1430 SAN MATEO AVE NNE 1/8 - 1/4 (0.246 mi.) AA301 1101 EPA ID:: CAL000250728 FUDS: The Listing includes locations of Formerly Used Defense Sites Properties where the US Army Corps Of Engineers is actively working or will take necessary cleanup actions. A review of the FUDS list, as provided by EDR, and dated 01/30/2024 has revealed that there is 1 FUDS site within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ CAMP TANFORAN WSW 1/2 - 1 (0.564 mi.) BK457 1810 PFAS ECHO: Regulators and the public have expressed interest in knowing which regulated entities may be using PFAS. EPA has developed a dataset from various sources that show which industries may be handling PFAS. Approximately 120,000 facilities subject to federal environmental programs have operated or currently operate in industry sectors with processes that may involve handling and/or release of PFAS. A review of the PFAS ECHO list, as provided by EDR, and dated 12/28/2023 has revealed that there are 4 PFAS ECHO sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ DUPONT KANSAI WSW 1/8 - 1/4 (0.145 mi.) J116 382 READYSPACES 240 DOLLAR AVE SW 1/8 - 1/4 (0.171 mi.) J185 655 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ SAN BRUNO INVESTMENT WNW 1/8 - 1/4 (0.143 mi.) H115 381 217 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 51 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ MCLELLAN INDUSTRIES, SE 1/8 - 1/4 (0.216 mi.) T246 932 CA BOND EXP. PLAN: Department of Health Services developed a site-specific expenditure plan as the basis for an appropriation of Hazardous Substance Cleanup Bond Act funds. It is not updated. A review of the CA BOND EXP. PLAN list, as provided by EDR, and dated 01/01/1989 has revealed that there is 1 CA BOND EXP. PLAN site within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ SUN CHEMICAL CORPORA 20 SOUTH LINDEN AVEN N 1/2 - 1 (0.502 mi.) BF451 1714 Hazardous Materials Business Plan, Hazardous Waste Generator, Underground Storage tanks A review of the San Mateo Co. BI list, as provided by EDR, and dated 02/20/2020 has revealed that there are 79 San Mateo Co. BI sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ GIANT HORSE PRINTING 1336 SAN MATEO SE 0 - 1/8 (0.014 mi.) A10 20 Facility Id: FA0014013 KK GRAPHICS INC 1336 SAN MATEO SE 0 - 1/8 (0.014 mi.) A12 22 Facility Id: FA0066238 CORPORATE IDENTITY S 1342 SAN MATEO E 0 - 1/8 (0.017 mi.) A13 23 Facility Id: FA0012010 GRANITE ROCK CO 1321 LOWRIE WNW 0 - 1/8 (0.018 mi.) A23 84 Facility Id: FA0017889 Facility Id: FA0009127 TAYLORMADE AUTOMOTIV 1357 SAN MATEO NNE 0 - 1/8 (0.019 mi.) A26 94 Facility Id: FA0011777 ROYAL AUTO REPAIR 1331 SAN MATEO S 0 - 1/8 (0.020 mi.) A27 94 Facility Id: FA0033252 GREENSTAR LAUNDRY & 1352 SAN MATEO NE 0 - 1/8 (0.027 mi.) A36 127 Facility Id: FA0052614 ARCOS AUTO BODY & DE 1359-61 SAN MATEO NNE 0 - 1/8 (0.036 mi.) A37 127 Facility Id: FA0023980 ARCOS AUTO BODY & DE 1361 SAN MATEO NNE 0 - 1/8 (0.048 mi.) B42 150 Facility Id: FA0023979 BAY CITIES BUILDING 1305 SAN MATEO SSW 0 - 1/8 (0.106 mi.) F56 174 Facility Id: FA0017731 H.G. MAKELIM CO. 219 SHAW SSE 1/8 - 1/4 (0.149 mi.) N132 454 Facility Id: FA0024703 SSF SEWAGE PUMP STAT 235 SHAW SSE 1/8 - 1/4 (0.156 mi.) N150 512 Facility Id: FA0008509 DUPONT 160 LINDEN WSW 1/8 - 1/4 (0.165 mi.) P179 621 Facility Id: FA0017794 Facility Id: FA0051800 218 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 52 Facility Id: FA0053669 Facility Id: FA0054621 Facility Id: FA0027588 WINGFOOT 240 DOLLAR SW 1/8 - 1/4 (0.171 mi.) J186 656 Facility Id: FA0017872 HEAT & CONTROL INC 225 SHAW SE 1/8 - 1/4 (0.178 mi.) N198 698 Facility Id: FA0017903 Facility Id: FA0027612 PREMIER MOUNTING & D 220 SHAW SSE 1/8 - 1/4 (0.181 mi.) N205 728 Facility Id: FA0011703 Facility Id: FA0053757 Facility Id: FA0029395 CALS 1368 LOWRIE N 1/8 - 1/4 (0.212 mi.) S240 866 Facility Id: FA0016559 UNIVERSAL FLEET SUPP 1376 LOWRIE N 1/8 - 1/4 (0.245 mi.) S297 1097 Facility Id: FA0011896 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ SB GARAGE LLC 1350 SAN MATEO ENE 0 - 1/8 (0.024 mi.) A32 117 Facility Id: FA0063377 STATIC NINE GARAGE 1350 SAN MATEO ENE 0 - 1/8 (0.024 mi.) A35 126 Facility Id: FA0052615 Facility Id: FA0057517 RC & A PRINTING & PU 1364 SAN MATEO NE 0 - 1/8 (0.061 mi.) B44 152 Facility Id: FA0011778 Facility Id: FA0037710 BAYSHORE TRUCK EQUIP 1367 SAN MATEO NNE 0 - 1/8 (0.065 mi.) B46 156 Facility Id: FA0017884 EURO AUTOBODY 1334 LOWRIE N 0 - 1/8 (0.071 mi.) D47 157 Facility Id: FA0016569 GRACE BODY SHOP 1379 SAN MATEO NNE 0 - 1/8 (0.082 mi.) B49 160 Facility Id: FA0017799 CRANKSHAFT CORP 1381 SAN MATEO NNE 0 - 1/8 (0.099 mi.) D51 163 Facility Id: FA0011782 Facility Id: FA0011845 PRINOVA CO INC 1345 LOWRIE N 0 - 1/8 (0.102 mi.) D52 164 Facility Id: FA0005586 E & J AUTO REPAIR 1383 SAN MATEO NNE 0 - 1/8 (0.103 mi.) E55 173 Facility Id: FA0018307 Facility Id: FA0027655 CARCIONE FRESH PRODU 131 TERMINAL E 0 - 1/8 (0.120 mi.) G63 191 Facility Id: FA0037681 PRODUCE MARKET KEYLO 131 TERMINAL E 0 - 1/8 (0.120 mi.) G64 191 Facility Id: FA0017708 FRANZELLA PRODUCE IN 131 TERMINAL E 0 - 1/8 (0.120 mi.) G65 192 Facility Id: FA0037683 CARCIONE FRESH PROD 131 TERMINAL E 0 - 1/8 (0.120 mi.) G67 203 219 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 53 Facility Id: FA0037682 CARCIONE FRESH PRODU 131 TERMINAL E 0 - 1/8 (0.120 mi.) G68 203 Facility Id: FA0037680 FRESH POINT 131 TERMINAL E 0 - 1/8 (0.120 mi.) G70 204 Facility Id: FA0037697 GRACE BODY SHOP 1387 SAN MATEO NNE 1/8 - 1/4 (0.127 mi.) E79 234 Facility Id: FA0029699 VALLEY AUTOMOTIVE 205 SHAW S 1/8 - 1/4 (0.130 mi.) I88 291 Facility Id: FA0011776 Facility Id: FA0038092 Facility Id: FA0028183 INTERNATIONAL PAINT 220 S LINDEN AVE SSW 1/8 - 1/4 (0.138 mi.) F97 319 Facility Id: FA0045102 AHERN RENTALS SFO-15 218 SHAW S 1/8 - 1/4 (0.139 mi.) F107 350 Facility Id: FA0058226 KARTWERKS INC 1352 LOWRIE N 1/8 - 1/4 (0.145 mi.) M117 383 Facility Id: FA0024377 NATIONWIDE LIMOUSINE 1397 SAN MATEO NNE 1/8 - 1/4 (0.146 mi.) E118 384 Facility Id: FA0011783 SAN FRANCISCO DIFFER 214 SHAW RD BLDG 8 # S 1/8 - 1/4 (0.148 mi.) I130 447 Facility Id: FA0025544 UMILI AMERICA 200 SHAW S 1/8 - 1/4 (0.152 mi.) I141 488 Facility Id: FA0011767 UNITED KITCHEN EQUIP 206 SHAW S 1/8 - 1/4 (0.152 mi.) I142 488 Facility Id: FA0011766 NORTH STATE ENVIRONM 214 SHAW S 1/8 - 1/4 (0.153 mi.) I145 494 Facility Id: FA0024550 Facility Id: FA0024551 Facility Id: FA0025543 Facility Id: FA0011768 Facility Id: FA0038741 *Additional key fields are available in the Map Findings section ANCHOR FENCE CO 212 SHAW S 1/8 - 1/4 (0.155 mi.) I149 511 Facility Id: FA0011704 Facility Id: FA0011888 Facility Id: FA0029637 Facility Id: FA0038090 Facility Id: FA0026161 *Additional key fields are available in the Map Findings section CERES 1353 LOWRIE N 1/8 - 1/4 (0.160 mi.) M160 560 Facility Id: FA0023239 FOUR STAR AUTOMOTIVE 1405 SAN MATEO NNE 1/8 - 1/4 (0.161 mi.) M163 583 Facility Id: FA0017745 FOUR STAR AUTOMOTIVE 113 S LINDEN AVE NW 1/8 - 1/4 (0.164 mi.) O164 587 Facility Id: FA0017744 Facility Id: FA0017812 PODIUM AUTO CENTER 1299 SAN MATEO SSW 1/8 - 1/4 (0.177 mi.) Q194 678 Facility Id: FA0065681 B & B TRANSMISSIONS 1299 SAN MATEO SSW 1/8 - 1/4 (0.177 mi.) Q195 679 220 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 54 Facility Id: FA0011133 DYNASTY CUSTOMS BROK 1409 SAN MATEO NNE 1/8 - 1/4 (0.178 mi.) R199 699 Facility Id: FA0029700 LC AUTO ELECTRIC 161 TANFORAN CENTER SSW 1/8 - 1/4 (0.186 mi.) Q209 736 Facility Id: FA0022533 Facility Id: FA0037630 Facility Id: FA0040220 Facility Id: FA0046058 U-SAVE PLUMBING HARD 108 SOUTH LINDEN AVE NW 1/8 - 1/4 (0.190 mi.) O214 760 Facility Id: FA0027540 Facility Id: FA0029163 JOSELITOS AUTOMOTIVE 1273 SAN MATEO SSW 1/8 - 1/4 (0.199 mi.) Q224 812 Facility Id: FA0024578 Facility Id: FA0049173 Facility Id: FA0052653 Facility Id: FA0054726 Facility Id: FA0047878 DR AUTO BODY SHOP 1273 SAN MATEO SSW 1/8 - 1/4 (0.199 mi.) Q225 814 Facility Id: FA0062384 JIM GRIFFIN & SONS A 1265 SAN MATEO AVENU S 1/8 - 1/4 (0.206 mi.) Q226 814 Facility Id: FA0024755 WILL-STA, INC. 1276 MONTGOMERY SSW 1/8 - 1/4 (0.206 mi.) Q228 825 Facility Id: FA0029457 VALLEJOS AUTO BODY & 1269 SAN MATEO AVE S 1/8 - 1/4 (0.208 mi.) Q230 831 Facility Id: FA0011553 UTAP PRINTING CO., I 1423 SAN MATEO NNE 1/8 - 1/4 (0.210 mi.) R237 865 Facility Id: FA0026154 JIM GRIFFIN & SON BR 1261 SAN MATEO S 1/8 - 1/4 (0.210 mi.) Q238 865 Facility Id: FA0024754 A & F AUTO BODY REPA 1261-65 SAN MATEO S 1/8 - 1/4 (0.210 mi.) Q239 866 Facility Id: FA0045227 SAN BRUNO GARBAGE 101 TANFORAN SSW 1/8 - 1/4 (0.214 mi.) Q243 926 Facility Id: FA0018213 Facility Id: FA0046855 Facility Id: FA0046856 Facility Id: FA0029028 SAN MATEO COUNTY TRA 196 PRODUCE NE 1/8 - 1/4 (0.221 mi.) W253 947 Facility Id: FA0023211 DY DEE WASH CORP 1369 LOWRIE N 1/8 - 1/4 (0.223 mi.) S255 951 Facility Id: FA0011886 SHASTA PRODUCE 155 TERMINAL NE 1/8 - 1/4 (0.224 mi.) W256 952 Facility Id: FA0037696 GRAFEN MACHINE WORKS 1245 SAN MATEO S 1/8 - 1/4 (0.224 mi.) Q258 954 Facility Id: FA0018313 Facility Id: FA0045226 JAPAN AUTO SERVICE 1249 SAN MATEO S 1/8 - 1/4 (0.227 mi.) X260 958 Facility Id: FA0022523 Facility Id: FA0037330 ALI BABA 1429 SAN MATEO NNE 1/8 - 1/4 (0.227 mi.) R261 959 221 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 55 Facility Id: FA0046183 BUDS AUTO CLINIC 1254 MONTGOMERY SSW 1/8 - 1/4 (0.229 mi.) Q264 975 Facility Id: FA0018253 SAN BRUNO AUTO KRAFT 1253 SAN MATEO AVE S 1/8 - 1/4 (0.231 mi.) X268 992 Facility Id: FA0011552 Facility Id: FA0045145 Facility Id: FA0028821 PRO TECH 1255 MONTGOMERY SSW 1/8 - 1/4 (0.237 mi.) X272 1017 Facility Id: FA0025945 Facility Id: FA0048165 Facility Id: FA0047431 CASTILLOS AUTO REPAI 1240 MONTGOMERY SSW 1/8 - 1/4 (0.238 mi.) X277 1027 Facility Id: FA0053025 Facility Id: FA0032031 Facility Id: FA0045273 PARK N FLY INC 101 TERMINAL NE 1/8 - 1/4 (0.238 mi.) Z278 1029 Facility Id: FA0017684 CRESCO EQUIPMENT REN 1431 SAN MATEO NNE 1/8 - 1/4 (0.239 mi.) S286 1046 Facility Id: FA0015278 SOUTH CITY SCAVENGER 69 SOUTH LINDEN AVEN NNW 1/8 - 1/4 (0.242 mi.) V290 1054 Facility Id: FA0017702 Facility Id: FA0040167 Facility Id: FA0044795 Facility Id: FA0027476 CRANKSHAFT CORPORATI 1247 MONTGOMERY SSW 1/8 - 1/4 (0.245 mi.) X299 1100 Facility Id: FA0029735 HOOKER-KOLB MEAT CO 1247 MONTGOMERY AVE SSW 1/8 - 1/4 (0.245 mi.) X300 1100 Facility Id: FA0059775 W W GRAINGER 1430 SAN MATEO NNE 1/8 - 1/4 (0.246 mi.) AA303 1118 Facility Id: FA0011846 Facility Id: FA0027270 SEGOVIA AUTO REPAIR 1229 SAN MATEO S 1/8 - 1/4 (0.247 mi.) X304 1119 Facility Id: FA0050860 Facility Id: FA0058095 Facility Id: FA0037328 Facility Id: FA0048029 Facility Id: FA0028770 MIKES MOBIL TRUCK SE 110 TERMINAL NE 1/8 - 1/4 (0.248 mi.) Z305 1121 Facility Id: FA0037558 Cortese: The sites for the list are designated by the State Water Resource Control Board (LUST), the Integrated Waste Board (SWF/LS), and the Department of Toxic Substances Control (Cal-Sites). A review of the Cortese list, as provided by EDR, and dated 12/13/2023 has revealed that there are 63 Cortese sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ LOWRIE PAVING 1321 LOWRIE AVENUE WNW 0 - 1/8 (0.018 mi.) A24 87 222 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 56 Cleanup Status: COMPLETED - CASE CLOSED BAY CITIES BUILDING 1305 SAN MATEO SSW 0 - 1/8 (0.106 mi.) F61 184 Cleanup Status: COMPLETED - CASE CLOSED PIERCE TRUCKING 201 SOUTH LINDEN AVE SW 1/8 - 1/4 (0.133 mi.) J93 311 Cleanup Status: COMPLETED - CASE CLOSED MIZRA/SETO PROPERTY 165 LINDEN WSW 1/8 - 1/4 (0.139 mi.) J103 340 Cleanup Status: COMPLETED - CASE CLOSED DUPONT 160 LINDEN WSW 1/8 - 1/4 (0.165 mi.) P179 621 Cleanup Status: COMPLETED - CASE CLOSED BACON PROPERTY 220 SHAW ROAD SSE 1/8 - 1/4 (0.181 mi.) N204 724 Cleanup Status: COMPLETED - CASE CLOSED CENTRAL ROOFING, INC 320 VICTORY NW 1/4 - 1/2 (0.273 mi.) AC313 1155 Cleanup Status: COMPLETED - CASE CLOSED SUPER CROWN CATERING 1381 LOWRIE N 1/4 - 1/2 (0.278 mi.) AD315 1162 Cleanup Status: COMPLETED - CASE CLOSED EFL TRANSPORTATION 50 TANFORAN SW 1/4 - 1/2 (0.304 mi.) AE322 1202 Cleanup Status: COMPLETED - CASE CLOSED PELLEGRINI BROS WINE 272 MAPLE W 1/4 - 1/2 (0.308 mi.) AH327 1211 Cleanup Status: COMPLETED - CASE CLOSED DIADOTI CONSTRUCTION 1461 SAN MATEO NNE 1/4 - 1/2 (0.329 mi.) AF332 1244 Cleanup Status: COMPLETED - CASE CLOSED THE PROPERTY 405 VICTORY NW 1/4 - 1/2 (0.344 mi.) AK338 1261 Cleanup Status: COMPLETED - CASE CLOSED GELCO TRUCKING LEASI 1395 LOWRIE AVENUE N 1/4 - 1/2 (0.347 mi.) AL340 1266 Cleanup Status: COMPLETED - CASE CLOSED ALL WEST CONTAINERS 30 TANFORAN SW 1/4 - 1/2 (0.358 mi.) AP355 1335 Cleanup Status: COMPLETED - CASE CLOSED HOFFMAN BROTHERS 306 MAPLE WSW 1/4 - 1/2 (0.359 mi.) AN360 1347 Cleanup Status: COMPLETED - CASE CLOSED EQUILON ENTERPRISES 140 PRODUCE NNE 1/4 - 1/2 (0.364 mi.) AR361 1352 Cleanup Status: COMPLETED - CASE CLOSED S F ENGINE RE-MANUFA 132 SOUTH MAPLE AVEN NW 1/4 - 1/2 (0.368 mi.) AO366 1378 Cleanup Status: COMPLETED - CASE CLOSED INTERSTATE GRADING 128 MAPLE NNW 1/4 - 1/2 (0.377 mi.) AO369 1383 Cleanup Status: COMPLETED - CASE CLOSED CALEGARI PROPERTY 40 LINDEN N 1/4 - 1/2 (0.392 mi.) AS375 1400 Cleanup Status: COMPLETED - CASE CLOSED OLYMPIAN SSF TERMINA 35 SOUTH LINDEN AVEN N 1/4 - 1/2 (0.403 mi.) AS380 1415 Cleanup Status: COMPLETED - CASE CLOSED CARLIN COMPANY 120 MAPLE NNW 1/4 - 1/2 (0.408 mi.) AO389 1470 Cleanup Status: COMPLETED - CASE CLOSED COYNE CYLINDER COMPA 224 RYAN WY WNW 1/4 - 1/2 (0.420 mi.) AX399 1512 Cleanup Status: COMPLETED - CASE CLOSED COLOR CRAFT 255 AIRPORT NE 1/4 - 1/2 (0.429 mi.) BA407 1539 Cleanup Status: COMPLETED - CASE CLOSED UNION PACIFIC RAILRO 27 S LINDEN AVE N 1/4 - 1/2 (0.429 mi.) AW410 1558 223 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 57 Cleanup Status: ACTIVE Envirostor Id: 60003650 R.E.H. PROPERTIES 114 SOUTH MAPLE AVEN NNW 1/4 - 1/2 (0.432 mi.) AY415 1572 Cleanup Status: COMPLETED - CASE CLOSED VALLEY SHEET METAL 161 STARLITE NW 1/4 - 1/2 (0.459 mi.) BE425 1606 Cleanup Status: COMPLETED - CASE CLOSED LA MARK TRANSPORTATI 26 LINDEN N 1/4 - 1/2 (0.461 mi.) BF426 1614 Cleanup Status: COMPLETED - CASE CLOSED EARLY AMERICAN PAINT 476 VICTORY AVE NW 1/4 - 1/2 (0.469 mi.) BH432 1646 Cleanup Status: COMPLETED - CASE CLOSED MONROE SCHNEIDER ASS 274 WATTIS ENE 1/4 - 1/2 (0.472 mi.) BG440 1675 Cleanup Status: COMPLETED - CASE CLOSED COULTERS CARPETS 150 STARLITE NW 1/4 - 1/2 (0.482 mi.) BE443 1683 Cleanup Status: COMPLETED - CASE CLOSED PACIFIC BELL 1465 HUNTINGTON AVEN W 1/4 - 1/2 (0.488 mi.) BJ445 1689 Cleanup Status: COMPLETED - CASE CLOSED J.R. FLYNN CO. 138 STARLITE NW 1/4 - 1/2 (0.493 mi.) BE446 1702 Cleanup Status: COMPLETED - CASE CLOSED PENINSULA TOW SERVIC 1071 MONTGOMERY S 1/4 - 1/2 (0.498 mi.) BD450 1708 Cleanup Status: COMPLETED - CASE CLOSED PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ LUBRIVAN TRUCK SERVI 1320 SAN MATEO SSE 0 - 1/8 (0.042 mi.) C40 145 Cleanup Status: COMPLETED - CASE CLOSED OLYMPIAN PRODUCE MKT 131 TERMINAL E 0 - 1/8 (0.120 mi.) G66 192 Cleanup Status: COMPLETED - CASE CLOSED PRESSURE GROUT COMPA 125 SOUTH LINDEN AVE WNW 1/8 - 1/4 (0.130 mi.) H86 285 Cleanup Status: COMPLETED - CASE CLOSED PEKING HANDICRAFT 1388 SAN MATEO NNE 1/8 - 1/4 (0.132 mi.) E91 306 Cleanup Status: COMPLETED - CASE CLOSED PRESSURE GROUT COMPA 119 SOUTH LINDEN AVE NW 1/8 - 1/4 (0.142 mi.) K113 369 Cleanup Status: COMPLETED - CASE CLOSED FOUR STAR AUTOMOTIVE 1405 SAN MATEO NNE 1/8 - 1/4 (0.161 mi.) M163 583 Cleanup Status: COMPLETED - CASE CLOSED FOUR STAR AUTOMOTIVE 113 S LINDEN AVE NW 1/8 - 1/4 (0.164 mi.) O164 587 Cleanup Status: COMPLETED - CASE CLOSED TORRES TEXACO 1299 SAN MATEO AVE SSW 1/8 - 1/4 (0.177 mi.) Q191 664 Cleanup Status: COMPLETED - CASE CLOSED U-SAVE PLUMBING HARD 108 SOUTH LINDEN AVE NW 1/8 - 1/4 (0.190 mi.) O214 760 Cleanup Status: COMPLETED - CASE CLOSED WILL-STA, INC. 1276 MONTGOMERY SSW 1/8 - 1/4 (0.206 mi.) Q228 825 Cleanup Status: COMPLETED - CASE CLOSED SAM TRANS (VACANT) 196 PRODUCE NE 1/8 - 1/4 (0.221 mi.) W254 948 Cleanup Status: COMPLETED - CASE CLOSED SOUTH CITY SCAVENGER 69 SOUTH LINDEN AVEN NNW 1/8 - 1/4 (0.242 mi.) V290 1054 Cleanup Status: COMPLETED - CASE CLOSED 1245 MONTGOMERY AVE 1245 MONTGOMERY AVEN SSW 1/4 - 1/2 (0.254 mi.) AB310 1151 224 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 58 Cleanup Status: COMPLETED - CASE CLOSED PENSKE TRUCK LEASING 62 LINDEN NNW 1/4 - 1/2 (0.299 mi.) AG320 1188 Cleanup Status: COMPLETED - CASE CLOSED CHEVRON 9-7875 300 SOUTH AIRPORT BO ENE 1/4 - 1/2 (0.315 mi.) AI329 1237 Cleanup Status: COMPLETED - CASE CLOSED SAN BRUNO GLASS CENT 1160 SAN MATEO S 1/4 - 1/2 (0.337 mi.) AJ335 1255 Cleanup Status: COMPLETED - CASE CLOSED GROSVENOR AIRPORT AS 380 SO AIRPORT BLVD E 1/4 - 1/2 (0.348 mi.) AM346 1277 Cleanup Status: COMPLETED - CASE CLOSED KEN FUNK PROPERTY 264 AIRPORT NE 1/4 - 1/2 (0.359 mi.) AQ356 1340 Cleanup Status: COMPLETED - CASE CLOSED SHELL SERVICE STATIO 248 SOUTH AIRPORT BO NE 1/4 - 1/2 (0.388 mi.) AQ372 1392 Cleanup Status: COMPLETED - CASE CLOSED RPM RENT-A-CAR 410 SOUTH AIRPORT BO ESE 1/4 - 1/2 (0.396 mi.) AT379 1410 Cleanup Status: COMPLETED - CASE CLOSED GREYHOUND EXPOSITION 100 UTAH AVE ENE 1/4 - 1/2 (0.406 mi.) AU385 1446 Cleanup Status: COMPLETED - CASE CLOSED CYCLE SHACK,INC 1104 SAN MATEO S 1/4 - 1/2 (0.407 mi.) AV387 1462 Cleanup Status: COMPLETED - CASE CLOSED AUTO SERVICE PROPERT 1080 SAN MATEO AVENU S 1/4 - 1/2 (0.414 mi.) AV393 1489 Cleanup Status: COMPLETED - CASE CLOSED SBC 1101 SAN MATEO AVE S 1/4 - 1/2 (0.414 mi.) AV395 1493 Cleanup Status: COMPLETED - CASE CLOSED FEDERAL SUPPLY WAREH 1070 SAN MATEO S 1/4 - 1/2 (0.421 mi.) AV400 1522 Cleanup Status: COMPLETED - CASE CLOSED GERNERAL RENT A CAR 124 BEACON ESE 1/4 - 1/2 (0.429 mi.) AZ403 1533 Cleanup Status: COMPLETED - CASE CLOSED BOB LEECH’S AUTO REN 435 AIRPORT ESE 1/4 - 1/2 (0.447 mi.) AT419 1592 Cleanup Status: COMPLETED - CASE CLOSED THOMPSON AIRCRAFT TI 160 BEACON ST SE 1/4 - 1/2 (0.450 mi.) BC422 1597 Cleanup Status: COMPLETED - CASE CLOSED HARMON SHRAGGE CO 280 WATTIS ENE 1/4 - 1/2 (0.465 mi.) BG431 1642 Cleanup Status: COMPLETED - CASE CLOSED U-FREIGHT AMERICA IN 320 COREY E 1/4 - 1/2 (0.470 mi.) BI437 1665 Cleanup Status: COMPLETED - CASE CLOSED HIST CORTESE: The sites for the list are designated by the State Water Resource Control Board [LUST], the Integrated Waste Board [SWF/LS], and the Department of Toxic Substances Control [CALSITES]. This listing is no longer updated by the state agency. A review of the HIST CORTESE list, as provided by EDR, and dated 04/01/2001 has revealed that there are 56 HIST CORTESE sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ LOWRIE PAVING 1321 LOWRIE AVENUE WNW 0 - 1/8 (0.018 mi.) A24 87 Reg Id: 41-0252 MIZRA/SETO PROPERTY 165 LINDEN WSW 1/8 - 1/4 (0.139 mi.) J103 340 225 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 59 Reg Id: 41-0333 DUPONT 160 LINDEN WSW 1/8 - 1/4 (0.165 mi.) P179 621 Reg Id: 41-0692 SUPER CROWN CATERING 1381 LOWRIE N 1/4 - 1/2 (0.278 mi.) AD315 1162 Reg Id: 41-0551 EFL TRANSPORTATION 50 TANFORAN SW 1/4 - 1/2 (0.304 mi.) AE322 1202 Reg Id: 41-0806 PELLEGRINI BROS WINE 272 MAPLE W 1/4 - 1/2 (0.308 mi.) AH327 1211 Reg Id: 41-0964 DIADOTI CONSTRUCTION 1461 SAN MATEO NNE 1/4 - 1/2 (0.329 mi.) AF332 1244 Reg Id: 41-0891 THE PROPERTY 405 VICTORY NW 1/4 - 1/2 (0.344 mi.) AK338 1261 Reg Id: 41-0541 GELCO TRUCKING LEASI 1395 LOWRIE AVENUE N 1/4 - 1/2 (0.347 mi.) AL340 1266 Reg Id: 41-0243 HOFFMAN BROTHERS 306 MAPLE WSW 1/4 - 1/2 (0.359 mi.) AN360 1347 Reg Id: 41-0274 SHELL OIL CO 140 PRODUCE NNE 1/4 - 1/2 (0.364 mi.) AR364 1360 Reg Id: 41-0489 S F ENGINE RE-MANUFA 132 SOUTH MAPLE AVEN NW 1/4 - 1/2 (0.368 mi.) AO366 1378 Reg Id: 41-0832 INTERSTATE GRADING 128 MAPLE NNW 1/4 - 1/2 (0.377 mi.) AO369 1383 Reg Id: 41-0782 CALEGARI PROPERTY 40 LINDEN N 1/4 - 1/2 (0.392 mi.) AS375 1400 Reg Id: 41-0990 OLYMPIAN SSF TERMINA 35 SOUTH LINDEN AVEN N 1/4 - 1/2 (0.403 mi.) AS380 1415 Reg Id: 41-0004 CARLIN COMPANY 120 MAPLE NNW 1/4 - 1/2 (0.408 mi.) AO389 1470 Reg Id: 41-0111 COYNE CYLINDER COMPA 224 RYAN WY WNW 1/4 - 1/2 (0.420 mi.) AX399 1512 Reg Id: 41-0180 COLOR CRAFT 255 AIRPORT NE 1/4 - 1/2 (0.429 mi.) BA407 1539 Reg Id: 41-0432 R.E.H. PROPERTIES 114 SOUTH MAPLE AVEN NNW 1/4 - 1/2 (0.432 mi.) AY415 1572 Reg Id: 41-0680 LA MARK TRANSPORTATI 26 LINDEN N 1/4 - 1/2 (0.461 mi.) BF426 1614 Reg Id: 41-0315 BOOTH, MARTIN F 161 STARLIGHT NW 1/4 - 1/2 (0.465 mi.) BE429 1641 Reg Id: 41-0630 EARLY AMERICAN PAINT 476 VICTORY AVE NW 1/4 - 1/2 (0.469 mi.) BH432 1646 Reg Id: 41-0203 MONROE SCHNEIDER ASS 274 WATTIS ENE 1/4 - 1/2 (0.472 mi.) BG440 1675 Reg Id: 41-0369 COULTERS CARPETS 150 STARLITE NW 1/4 - 1/2 (0.482 mi.) BE443 1683 Reg Id: 41-0182 PACIFIC BELL 1465 HUNTINGTON AVEN W 1/4 - 1/2 (0.488 mi.) BJ445 1689 226 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 60 Reg Id: 41-0395 J.R. FLYNN CO. 138 STARLITE NW 1/4 - 1/2 (0.493 mi.) BE446 1702 Reg Id: 41-0297 PENINSULA TOW SERVIC 1071 MONTGOMERY S 1/4 - 1/2 (0.498 mi.) BD448 1707 Reg Id: 41-0410 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ LUBRIVAN TRUCK SERVI 1320 SAN MATEO SSE 0 - 1/8 (0.042 mi.) C40 145 Reg Id: 41-0327 PRESSURE GROUT COMPA 125 SOUTH LINDEN AVE WNW 1/8 - 1/4 (0.130 mi.) H86 285 Reg Id: 41-0427 PEKING HANDICRAFT 1388 SAN MATEO NNE 1/8 - 1/4 (0.132 mi.) E91 306 Reg Id: 41-0908 INTERNATIONAL PAINT 220 S LINDEN AVE SSW 1/8 - 1/4 (0.138 mi.) F97 319 Reg Id: 41-0875 PRESSURE GROUT COMPA 119 SOUTH LINDEN AVE NW 1/8 - 1/4 (0.142 mi.) K113 369 Reg Id: 41-0426 SOUTH SAN FRANCISCO UNKNOWN SHAW RD & SA SSW 1/8 - 1/4 (0.150 mi.) F133 455 Reg Id: 41-0169 FOUR STAR AUTOMOTIVE 1405 SAN MATEO NNE 1/8 - 1/4 (0.161 mi.) M163 583 Reg Id: 41-0848 FOUR STAR AUTOMOTIVE 113 S LINDEN AVE NW 1/8 - 1/4 (0.164 mi.) O164 587 Reg Id: 41-0237 WILL-STA, INC. 1276 MONTGOMERY SSW 1/8 - 1/4 (0.206 mi.) Q228 825 Reg Id: 41-0650 SAM TRANS (VACANT) 196 PRODUCE NE 1/8 - 1/4 (0.221 mi.) W254 948 Reg Id: 41-0460 SOUTH CITY SCAVENGER 69 SOUTH LINDEN AVEN NNW 1/8 - 1/4 (0.242 mi.) V290 1054 Reg Id: 41-0762 STURDY OIL 251 SHAW SE 1/4 - 1/2 (0.251 mi.) T308 1136 Reg Id: 2699 PENSKE TRUCK LEASING 62 LINDEN NNW 1/4 - 1/2 (0.299 mi.) AG320 1188 Reg Id: 41-0250 CHEVRON 9-7875 300 SOUTH AIRPORT BO ENE 1/4 - 1/2 (0.315 mi.) AI329 1237 Reg Id: 41-0939 SAN BRUNO GLASS CENT 1160 SAN MATEO S 1/4 - 1/2 (0.337 mi.) AJ335 1255 Reg Id: 41-0464 GROSVENOR AIRPORT AS 380 SO AIRPORT BLVD E 1/4 - 1/2 (0.348 mi.) AM346 1277 Reg Id: 41-1103 KEN FUNK PROPERTY 264 AIRPORT NE 1/4 - 1/2 (0.359 mi.) AQ356 1340 Reg Id: 41-0197 RPM RENT-A-CAR 410 SOUTH AIRPORT BO ESE 1/4 - 1/2 (0.396 mi.) AT379 1410 Reg Id: 41-0455 GREYHOUND EXPOSITION 100 UTAH AVE ENE 1/4 - 1/2 (0.406 mi.) AU385 1446 Reg Id: 41-0256 CYCLE SHACK,INC 1104 SAN MATEO S 1/4 - 1/2 (0.407 mi.) AV387 1462 227 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 61 Reg Id: 41-0768 AUTO SERVICE PROPERT 1080 SAN MATEO AVENU S 1/4 - 1/2 (0.414 mi.) AV393 1489 Reg Id: 41-1146 SBC 1101 SAN MATEO AVE S 1/4 - 1/2 (0.414 mi.) AV395 1493 Reg Id: 41-0679 FEDERAL SUPPLY WAREH 1070 SAN MATEO S 1/4 - 1/2 (0.421 mi.) AV400 1522 Reg Id: 41-0225 GERNERAL RENT A CAR 124 BEACON ESE 1/4 - 1/2 (0.429 mi.) AZ403 1533 Reg Id: 41-0422 PACIFIC PLASTIC PROD 405 AIRPORT E 1/4 - 1/2 (0.430 mi.) BB413 1569 Reg Id: 41300009 BOB LEECH’S AUTO REN 435 AIRPORT ESE 1/4 - 1/2 (0.447 mi.) AT419 1592 Reg Id: 41-0797 THOMPSON AIRCRAFT TI 160 BEACON ST SE 1/4 - 1/2 (0.450 mi.) BC422 1597 Reg Id: 41-0567 HARMON SHRAGGE CO 280 WATTIS ENE 1/4 - 1/2 (0.465 mi.) BG431 1642 Reg Id: 41-0264 U-FREIGHT AMERICA IN 320 COREY E 1/4 - 1/2 (0.470 mi.) BI437 1665 Reg Id: 41-0580 HWP: Detailed information on permitted hazardous waste facilities and corrective action ("cleanups") tracked in EnviroStor. A review of the HWP list, as provided by EDR, and dated 02/07/2024 has revealed that there are 4 HWP sites within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ WEST COAST AUTOMOTIV 160 S LINDEN AVE WSW 1/8 - 1/4 (0.165 mi.) P178 618 EPA ID: CAD009206855 Cleanup Status: CLOSED MERRY X RAY CHEMICAL 131 S MAPLE AVE UNIT NNW 1/4 - 1/2 (0.358 mi.) AO351 1298 EPA ID: CAL000051065 Cleanup Status: CLOSED PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ INTERNATIONAL PAINT 220 S LINDEN AVE SSW 1/8 - 1/4 (0.138 mi.) F97 319 EPA ID: CAD009114240 Cleanup Status: PROTECTIVE FILER EXIDE CORP 286 LAWRENCE AVE ENE 1/2 - 1 (0.912 mi.) BL465 1834 EPA ID: CAD046000931 Cleanup Status: CLOSED 228 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 62 Notify 65: Listings of all Proposition 65 incidents reported to counties by the State Water Resources Control Board and the Regional Water Quality Control Board. This database is no longer updated by the reporting agency. A review of the Notify 65 list, as provided by EDR, and dated 12/06/2023 has revealed that there are 5 Notify 65 sites within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ GRANITE ROCK COMPANY 1321 LOWRIE AVENUE WNW 0 - 1/8 (0.018 mi.) A16 41 GELCO TRUCK LEASING 1395 LOWRIE AVENUE N 1/4 - 1/2 (0.347 mi.) AL341 1272 VACENT LOT 108 SYLVESTER ROAD NNE 1/2 - 1 (0.701 mi.) 458 1811 FLAT RATE RENT A CAR 830 HUNTINGTON AVENU S 1/2 - 1 (0.829 mi.) 462 1820 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ AUTOHAUS SAN BRUNO 675 EAST SAN BRUNO SSE 1/2 - 1 (0.862 mi.) 464 1829 UST FINDER RELEASE: US EPA’s UST Finder data is a national composite of leaking underground storage tanks. This data contains information about, and locations of, leaking underground storage tanks. Data was collected from state sources and standardized into a national profile by EPA’s Office of Underground Storage Tanks, Office of Research and Development, and the Association of State and Territorial Solid Waste Management Officials. A review of the UST FINDER RELEASE list, as provided by EDR, and dated 06/08/2023 has revealed that there are 62 UST FINDER RELEASE sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ GRANITE ROCK CO 1321 LOWRIE WNW 0 - 1/8 (0.018 mi.) A22 84 BAY CITIES BUILDING 1305 SAN MATEO SSW 0 - 1/8 (0.106 mi.) F58 179 PIERCE TRUCKING 201 SOUTH LINDEN AVE SW 1/8 - 1/4 (0.133 mi.) J94 314 MIZRA/SETO PROPERTY 165 SOUTH LINDEN AVE WSW 1/8 - 1/4 (0.139 mi.) J102 339 DUPONT 160 SOUTH LINDEN AVE WSW 1/8 - 1/4 (0.165 mi.) P175 614 BACON PROPERTY 220 SHAW ROAD SSE 1/8 - 1/4 (0.181 mi.) N203 723 BARBER-GREENE CO. 320 VICTORY AVENUE NW 1/4 - 1/2 (0.273 mi.) AC314 1161 SUPER CROWN CATERING 1381 LOWRIE N 1/4 - 1/2 (0.278 mi.) AD316 1173 EFL TRANSPORTATION 50 TANFORAN SW 1/4 - 1/2 (0.304 mi.) AE323 1208 PELLEGRINI BROS WINE 272 SOUTH MAPLE AVEN W 1/4 - 1/2 (0.308 mi.) AH326 1210 DIADOTI CONSTRUCTION 1461 SAN MATEO NNE 1/4 - 1/2 (0.329 mi.) AF333 1247 THE PROPERTY 405 VICTORY NW 1/4 - 1/2 (0.344 mi.) AK339 1265 GELCO TRUCK LEASING 1395 LOWRIE N 1/4 - 1/2 (0.347 mi.) AL343 1273 MALASPINA PROPERTY ( 30 TANFORAN AVENUE SW 1/4 - 1/2 (0.358 mi.) AP353 1334 HOFFMAN BROTHERS 306 SOUTH MAPLE AVEN WSW 1/4 - 1/2 (0.359 mi.) AN359 1346 SHELL OIL 140 PRODUCE NNE 1/4 - 1/2 (0.364 mi.) AR362 1357 S F ENGINE RE-MANUFA 132 SOUTH MAPLE AVEN NW 1/4 - 1/2 (0.368 mi.) AO367 1382 INTERSTATE GRADING 128 SOUTH MAPLE AVEN NNW 1/4 - 1/2 (0.377 mi.) AO368 1382 CALEGARI PROPERTY 40 SOUTH LINDEN AVEN N 1/4 - 1/2 (0.392 mi.) AS374 1399 OLYMPIAN SSF TERMINA 35 SOUTH LINDEN AVEN N 1/4 - 1/2 (0.403 mi.) AS382 1443 CARLIN CO 120 SOUTH MAPLE AVEN NNW 1/4 - 1/2 (0.408 mi.) AO390 1474 COYNE CYLINDER CO 224 RYAN WNW 1/4 - 1/2 (0.420 mi.) AX397 1509 COLOR CRAFT 255 SOUTH AIRPORT BO NE 1/4 - 1/2 (0.429 mi.) BA408 1542 R.E.H. PROPERTIES 114 SOUTH MAPLE AVEN NNW 1/4 - 1/2 (0.432 mi.) AY414 1571 VALLEY SHEET METAL 161 STARLITE NW 1/4 - 1/2 (0.459 mi.) BE424 1606 LA MARK TRANSPORTATI 26 SOUTH LINDEN AVEN N 1/4 - 1/2 (0.461 mi.) BF428 1640 EARLY AMERICAN PAINT 476 VICTORY NW 1/4 - 1/2 (0.469 mi.) BH433 1662 MONROE SCHNEIDER ASS 274 WATTIS ENE 1/4 - 1/2 (0.472 mi.) BG439 1674 COULTERS CARPETS 150 STARLITE NW 1/4 - 1/2 (0.482 mi.) BE442 1683 229 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 63 PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ PACIFIC BELL 1465 HUNTINGTON W 1/4 - 1/2 (0.488 mi.) BJ444 1688 J.R. FLYNN CO. 138 STARLITE NW 1/4 - 1/2 (0.493 mi.) BE447 1707 PENINSULA TOW SERVIC 1071 MONTGOMERY S 1/4 - 1/2 (0.498 mi.) BD449 1708 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ LUBRIVAN TRUCK SERVI 1320 SAN MATEO SSE 0 - 1/8 (0.042 mi.) C41 149 OLYMPIAN PRODUCE MKT 131 TERMINAL E 0 - 1/8 (0.120 mi.) G69 204 PRESSURE GROUT COMPA 125 SOUTH LINDEN AVE WNW 1/8 - 1/4 (0.130 mi.) H85 284 PEKING HANDICRAFT 1388 SAN MATEO NNE 1/8 - 1/4 (0.132 mi.) E90 306 PRESSURE GROUT COMPA 119 SOUTH LINDEN AVE NW 1/8 - 1/4 (0.142 mi.) K111 366 FOUR STAR AUTOMOTIVE 1405 SAN MATEO NNE 1/8 - 1/4 (0.161 mi.) M162 582 FOUR STAR AUTOMOTIVE 113 SOUTH LINDEN AVE NW 1/8 - 1/4 (0.164 mi.) O165 596 B AND B TRANSMISSION 1299 SAN MATEO AVENU SSW 1/8 - 1/4 (0.177 mi.) Q188 659 U-SAVE PLUMBING HARD 108 SOUTH LINDEN AVE NW 1/8 - 1/4 (0.190 mi.) O215 764 WILL-STA, INC. 1276 MONTGOMERY SSW 1/8 - 1/4 (0.206 mi.) Q229 830 SAM TRANS (VACANT) 196 PRODUCE NE 1/8 - 1/4 (0.221 mi.) W252 946 SOUTH CITY SCAVENGER 69 SOUTH LINDEN AVEN NNW 1/8 - 1/4 (0.242 mi.) V291 1067 1245 MONTGOMERY AVE 1245 MONTGOMERY AVEN SSW 1/4 - 1/2 (0.254 mi.) AB311 1154 PENSKE TRUCK LEASING 62 SOUTH LINDEN AVEN NNW 1/4 - 1/2 (0.299 mi.) AG321 1201 CHEVRON 9-7875 300 SOUTH AIRPORT BO ENE 1/4 - 1/2 (0.315 mi.) AI331 1243 SAN BRUNO GLASS CENT 1160 SAN MATEO S 1/4 - 1/2 (0.340 mi.) AJ336 1259 GROSVENOR AIRPORT IN 380 SOUTH AIRPORT BO E 1/4 - 1/2 (0.348 mi.) AM345 1276 KEN FUNK PROPERTY 264 SOUTH AIRPORT BO NE 1/4 - 1/2 (0.359 mi.) AQ357 1344 SHELL SERVICE STATIO 248 SOUTH AIRPORT BO NE 1/4 - 1/2 (0.388 mi.) AQ373 1398 RPM RENT-A-CAR 410 SOUTH AIRPORT BO ESE 1/4 - 1/2 (0.396 mi.) AT377 1409 GREYHOUND EXPOSITION 100 UTAH ENE 1/4 - 1/2 (0.406 mi.) AU384 1446 CYCLE SHACK,INC 1104 SAN MATEO S 1/4 - 1/2 (0.413 mi.) AV391 1475 PACIFIC BELL 1101 SAN MATEO S 1/4 - 1/2 (0.414 mi.) AV394 1492 FEDERAL SUPPLY WAREH 1070 SAN MATEO S 1/4 - 1/2 (0.418 mi.) AV396 1509 GENERAL RENT-A-CAR 124 BEACON ESE 1/4 - 1/2 (0.429 mi.) AZ405 1538 BOB LEECH’S AUTO REN 435 SOUTH AIRPORT BO ESE 1/4 - 1/2 (0.447 mi.) AT420 1595 THOMPSON AIR CRAFT T 160 BEACON SE 1/4 - 1/2 (0.450 mi.) BC421 1596 HARMON SHRAGGE CO 280 WATTIS ENE 1/4 - 1/2 (0.465 mi.) BG430 1641 AUTO SERVICE PROPERT 1080 SAN MATEO AVENU S 1/4 - 1/2 (0.469 mi.) 434 1663 U-FREIGHT AMERICA IN 320 COREY E 1/4 - 1/2 (0.470 mi.) BI435 1664 EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR Hist Auto: EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. A review of the EDR Hist Auto list, as provided by EDR, has revealed that there is 1 EDR Hist Auto 230 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 64 site within approximately 0.125 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ TAYLOR MADE AUTOMOTI 1357 SAN MATEO AVE NNE 0 - 1/8 (0.019 mi.) A25 93 231 EXECUTIVE SUMMARY TC7650797.2s EXECUTIVE SUMMARY 65 Due to poor or inadequate address information, the following sites were not mapped. Count: 42 records. Site Name Database(s)____________ ____________ 1070 SAN MATEO AVE CERS HAZ WASTE, CIWQS 1090 SAN MATEO AVE SAMPLING POINT SAN MATEO MARTIN 115 CIWQS SAN MATEO CITY - AQUATIC PESTICIDE CIWQS MARINA LAGOON STORM RETENTION BASI CIWQS FAA LUST, HIST CORTESE SAN MATEO AVENUE SEWAGE/PUMP STATI SWEEPS UST TEXACO INC SEMS-ARCHIVE, RCRA NonGen / NLR ROD MC LELLAN CO. SWF/LF UNOCAL #3857 LUST LABAGH PROPERTY LUST AUTOMOTION LUST, San Mateo Co. BI UNION PACIFIC PROPERTY ENVIROSTOR, VCP SAN MATEO AVENUE SEWAGE CA FID UST 1070 SAN MATEO AVE. HMIRS 1070 SAN MATEO AVE HMIRS 1070 SAN MATEO AVE HMIRS 1070 SAN MATEO AVE HMIRS 1070 SAN MATEO AVE. HMIRS 1070 SAN MATEO AVE HMIRS 1070 SAN MATEO AVE. HMIRS 1070 SAN MATEO AVE. HMIRS 1070 SAN MATEO AVE. HMIRS 1070 SAN MATEO HMIRS 1070 SAN MATEO AVE HMIRS 1070 SAN MATEO AVE. HMIRS 1070 SAN MATEO AVE. HMIRS 1070 SAN MATEO AVE. HMIRS 1070 SAN MATEO AVE. HMIRS 1070 SAN MATEO AVE. HMIRS 1070 SAN MATEO AVE. HMIRS 1070 SAN MATEO AVE. HMIRS 1070 SAN MATEO AVE. HMIRS 1070 SAN MATEO AVE HMIRS 1070 SAN MATEO AVE HMIRS 1070 SAN MATEO AVE. HMIRS 1070 SAN MATEO AVE. HMIRS 1070 SAN MATEO AVE. HMIRS 1070 SAN MATEO AVE HMIRS BLUEPRINT STUDIOS TRENDS, INC. CPS-SLIC SAN FRANCISCO INTERNATIONAL AIRPOR CPS-SLIC SOUTH SAN FRANCISCO RECYCLING CENT ENVIROSTOR 232 EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 70 - 1 3 8 k V 0- 6 9 k V 4 0 1 6 0 1 2 0 120 1 2 0 80 80 80 80 80 4 0 4 0 4 0 40 40 40 233 EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 234 APPENDIX C ENVIRONMENTAL DATA RESOURCES, INC. Historical Topographic Map Report 235 EDR Historical Topo Map Report Inquiry Number: 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com with QuadMatch™ 1341 San Mateo Avenue 1341 San Mateo Avenue South San Francisco, CA 94080 May 14, 2024 7650797.4 236 EDR Historical Topo Map Report EDR Inquiry # Search Results: P.O.# Project: Maps Provided: Disclaimer - Copyright and Trademark Notice EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, LLC or its affiliates. All other trademarks used herein are the property of their respective owners. page- Coordinates: Latitude: Longitude: UTM Zone: UTM X Meters: UTM Y Meters: Elevation: Contact: Site Name: Client Name: 2022, 2021 2018 2015 2012 1996 1995 1980 1973 1968 1956 1950 1947, 1949 1939 1915 1899 1896 05/14/24 1341 San Mateo Avenue Engeo 1341 San Mateo Avenue 6399 San Ignacio Avenue South San Francisco, CA 94080 San Jose, CA 95119 7650797.4 Miles Hawkins EDR Topographic Map Library has been searched by EDR and maps covering the target property location as provided by Engeo were identified for the years listed below. EDR’s Historical Topo Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topo Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the late 1800s. 25924.000.001 37.643672 37° 38' 37" North 1341 San Mateo Avenue -122.410998 -122° 24' 40" West Zone 10 North 551962.25 4166444.01 22.00' above sea level This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, LLC. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. This Report is provided on an “AS IS”, “AS AVAILABLE” basis. NO WARRANTY EXPRESS OR IMPLIED IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, LLC AND ITS SUBSIDIARIES, AFFILIATES AND THIRD PARTY SUPPLIERS DISCLAIM ALL WARRANTIES, OF ANY KIND OR NATURE, EXPRESS OR IMPLIED, ARISING OUT OF OR RELATED TO THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN THIS REPORT, INCLUDING WITHOUT LIMITATION, ANY WARRANTIES REGARDING ACCURACY, QUALITY, CORRECTNESS, COMPLETENESS, COMPREHENSIVENESS, SUITABILITY, MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, TITLE, NON-INFRINGEMENT, MISAPPROPRIATION, OR OTHERWISE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, LLC OR ITS SUBSIDIARIES, AFFILIATES OR THIRD PARTY SUPPLIERS BE LIABLE TO ANYONE FOR ANY DIRECT, INCIDENTAL, INDIRECT, SPECIAL, CONSEQUENTIAL OR OTHER DAMAGES OF ANY TYPE OR KIND (INCLUDING BUT NOT LIMITED TO LOSS OF PROFITS, LOSS OF USE, OR LOSS OF DATA), ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN THIS REPORT. Any analyses, estimates, ratings, environmental risk levels, or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only an assessment performed by a qualified environmental professional can provide findings, opinions or conclusions regarding the environmental risk or conditions in, on or at any property. Copyright 2024 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. 7650797 4 2237 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 2022, 2021 0 Miles 0.25 0.5 1 1.5 1341 San Mateo Avenue 1341 San Mateo Avenue South San Francisco, CA 94080 Engeo TP, San Francisco South, 2021, 7.5-minute S, Montara Mountain, 2022, 7.5-minute 7650797 4 7238 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 2018 0 Miles 0.25 0.5 1 1.5 1341 San Mateo Avenue 1341 San Mateo Avenue South San Francisco, CA 94080 Engeo TP, San Francisco South, 2018, 7.5-minute S, Montara Mountain, 2018, 7.5-minute 7650797 4 8239 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 2015 0 Miles 0.25 0.5 1 1.5 1341 San Mateo Avenue 1341 San Mateo Avenue South San Francisco, CA 94080 Engeo TP, San Francisco South, 2015, 7.5-minute S, Montara Mountain, 2015, 7.5-minute 7650797 4 9240 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 2012 0 Miles 0.25 0.5 1 1.5 1341 San Mateo Avenue 1341 San Mateo Avenue South San Francisco, CA 94080 Engeo TP, San Francisco South, 2012, 7.5-minute S, Montara Mountain, 2012, 7.5-minute 7650797 4 10241 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1996 0 Miles 0.25 0.5 1 1.5 1341 San Mateo Avenue 1341 San Mateo Avenue South San Francisco, CA 94080 Engeo TP, San Francisco South, 1996, 7.5-minute S, Montara Mountain, 1996, 7.5-minute 7650797 4 11242 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1995 0 Miles 0.25 0.5 1 1.5 1341 San Mateo Avenue 1341 San Mateo Avenue South San Francisco, CA 94080 Engeo TP, San Francisco South, 1995, 7.5-minute 7650797 4 12243 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1980 0 Miles 0.25 0.5 1 1.5 1341 San Mateo Avenue 1341 San Mateo Avenue South San Francisco, CA 94080 Engeo TP, San Francisco South, 1980, 7.5-minute S, Montara Mountain, 1980, 7.5-minute 7650797 4 13244 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1973 0 Miles 0.25 0.5 1 1.5 1341 San Mateo Avenue 1341 San Mateo Avenue South San Francisco, CA 94080 Engeo TP, San Francisco South, 1973, 7.5-minute 7650797 4 14245 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1968 0 Miles 0.25 0.5 1 1.5 1341 San Mateo Avenue 1341 San Mateo Avenue South San Francisco, CA 94080 Engeo TP, San Francisco South, 1968, 7.5-minute S, Montara Mountain, 1968, 7.5-minute 7650797 4 15246 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1956 0 Miles 0.25 0.5 1 1.5 1341 San Mateo Avenue 1341 San Mateo Avenue South San Francisco, CA 94080 Engeo TP, San Francisco South, 1956, 7.5-minute S, Montara Mountain, 1956, 7.5-minute 7650797 4 16247 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1950 0 Miles 0.25 0.5 1 1.5 1341 San Mateo Avenue 1341 San Mateo Avenue South San Francisco, CA 94080 Engeo TP, San Francisco South, 1950, 7.5-minute 7650797 4 17248 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1947, 1949 0 Miles 0.25 0.5 1 1.5 1341 San Mateo Avenue 1341 San Mateo Avenue South San Francisco, CA 94080 Engeo TP, San Francisco South, 1947, 7.5-minute S, Montara Mountain, 1949, 7.5-minute 7650797 4 18249 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1939 0 Miles 0.25 0.5 1 1.5 1341 San Mateo Avenue 1341 San Mateo Avenue South San Francisco, CA 94080 Engeo TP, San Mateo, 1939, 15-minute 7650797 4 19250 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1915 0 Miles 0.25 0.5 1 1.5 1341 San Mateo Avenue 1341 San Mateo Avenue South San Francisco, CA 94080 Engeo TP, San Mateo, 1915, 15-minute 7650797 4 20251 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1899 0 Miles 0.25 0.5 1 1.5 1341 San Mateo Avenue 1341 San Mateo Avenue South San Francisco, CA 94080 Engeo TP, San Mateo, 1899, 15-minute 7650797 4 21252 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1896 0 Miles 0.25 0.5 1 1.5 1341 San Mateo Avenue 1341 San Mateo Avenue South San Francisco, CA 94080 Engeo TP, San Mateo, 1896, 15-minute 7650797 4 22253 APPENDIX D ENVIRONMENTAL DATA RESOURCES, INC. Aerial Photo Decade Package 254 The EDR Aerial Photo Decade Package 1341 San Mateo Avenue 1341 San Mateo Avenue South San Francisco, CA 94080 Inquiry Number: May 13, 2024 7650797.8 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com 255 2020 1"=500'Flight Year: 2020 USDA/NAIP 2016 1"=500'Flight Year: 2016 USDA/NAIP 2012 1"=500'Flight Year: 2012 USDA/NAIP 2009 1"=500'Flight Year: 2009 USDA/NAIP 2006 1"=500'Flight Year: 2006 USDA/NAIP 1998 1"=500'Flight Date: September 06, 1998 USDA 1993 1"=500'Acquisition Date: July 10, 1993 USGS/DOQQ 1982 1"=500'Flight Date: August 16, 1982 USDA 1974 1"=500'Flight Date: June 26, 1974 USGS 1968 1"=500'Flight Date: April 18, 1968 USGS 1963 1"=500'Flight Date: June 24, 1963 EDR Proprietary Aerial Viewpoint 1956 1"=500'Flight Date: September 08, 1956 USGS 1946 1"=500'Flight Date: July 29, 1946 USGS 1943 1"=500'Flight Date: October 11, 1943 USDA EDR Aerial Photo Decade Package 05/13/24 1341 San Mateo Avenue Site Name:Client Name: Engeo 1341 San Mateo Avenue 6399 San Ignacio Avenue South San Francisco, CA 94080 San Jose, CA 95119 EDR Inquiry #7650797.8 Contact:Miles Hawkins Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo per decade. Search Results: Year Scale Details Source When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more information contact your EDR Account Executive. Disclaimer - Copyright and Trademark Notice Copyright 2024 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, LLC or its affiliates. All other trademarks used herein are the property of their respective owners. 7650797 8-page 2 This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, LLC. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. This Report is provided on an “AS IS”, “AS AVAILABLE” basis. NO WARRANTY EXPRESS OR IMPLIED IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, LLC AND ITS SUBSIDIARIES, AFFILIATES AND THIRD PARTY SUPPLIERS DISCLAIM ALL WARRANTIES, OF ANY KIND OR NATURE, EXPRESS OR IMPLIED, ARISING OUT OF OR RELATED TO THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN THIS REPORT, INCLUDING WITHOUT LIMITATION, ANY WARRANTIES REGARDING ACCURACY, QUALITY, CORRECTNESS, COMPLETENESS, COMPREHENSIVENESS, SUITABILITY, MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, TITLE, NON-INFRINGEMENT, MISAPPROPRIATION, OR OTHERWISE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, LLC OR ITS SUBSIDIARIES, AFFILIATES OR THIRD PARTY SUPPLIERS BE LIABLE TO ANYONE FOR ANY DIRECT, INCIDENTAL, INDIRECT, SPECIAL, CONSEQUENTIAL OR OTHER DAMAGES OF ANY TYPE OR KIND (INCLUDING BUT NOT LIMITED TO LOSS OF PROFITS, LOSS OF USE, OR LOSS OF DATA), ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN THIS REPORT. Any analyses, estimates, ratings, environmental risk levels, or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only an assessment performed by a qualified environmental professional can provide findings, opinions or conclusions regarding the environmental risk or conditions in, on or at any property. 256 7650797.8 2020 = 500'257 7650797.8 2016 = 500'258 7650797.8 2012 = 500'259 7650797.8 2009 = 500'260 7650797.8 2006 = 500'261 7650797.8 1998 = 500'262 7650797.8 1993 = 500'263 7650797.8 1982 = 500'264 7650797.8 1974 = 500'265 7650797.8 1968 = 500'266 7650797.8 1963 = 500'267 7650797.8 1956 = 500'268 7650797.8 1946 = 500'269 7650797.8 1943 = 500'270 APPENDIX G ENVIRONMENTAL SITE ASSESSMENT QUESTIONNAIRES (2) 271 Page 1 of 2 Project Name: Project No. ENVIRONMENTAL SITE ASSESSMENT QUESTIONNAIRE FOR CLIENT To evaluate the potential for possible environmentally related impacts and site contamination the following information is requested. This questionnaire is to be completed by the user of the phase one environmental site assessment, or their authorized representative. PART I 1. Property address and Assessor’s Parcel Number (APN): 2. Current property owner (name, address, voice/fax number): 3. Date current property owner assumed title of property: 4. Current property development/improvements: 5. Past property use, development/improvements: 6. Neighboring property uses: South San Francisco Self Storage - 1341 San Mateo Avenue 1341 San Mateo Avenue, South SF, CA 015-112-400 and 015-412-760 Ownership name: JOHN JAGAZEEL RAJASEKARAN He lives at: 2020? Not sure 27,000 SF office/warehouse/flex for Biotech America (wellness labs) Described in Seller provided Phase I auto mechanic to the south, self storage to the north 272 Page 2 of 2 3$57,, $UH\RXDZDUHRIDQ\HQYLURQPHQWDOFOHDQXSOLHQVDJDLQVWWKH property WKDWDUHILOHGXQGHUIHGHUDOWULEDOORFDORUVWDWHODZ"<HV1R $UH\RXDZDUHRIDQ\DFWLYLW\DQGODQGXVHOLPLWDWLRQVVXFKDVHQJLQHHULQJFRQWUROVODQG XVHUHVWULFWLRQVRULQVWLWXWLRQDOFRQWUROVWKDWDUHLQSODFHDWWKHSURSHUW\DQGRUKDYHEHHQ ILOHGRUUHFRUGHGLQDUHJLVWU\XQGHUIHGHUDOWULEDOVWDWHRUORFDOODZ"<HV1R 'R\RXKDYHDQ\VSHFLDOL]HGNQRZOHGJHRUH[SHULHQFHUHODWHGWRWKHpropertyRUQHDUE\SURSHUWLHV")RUH[DPSOHDUH\RXLQYROYHGLQWKHVDPHOLQHRIEXVLQHVVDVWKHFXUUHQWRUIRUPHU RFFXSDQWV RI WKHproperty RU DQ DGMRLQLQJ SURSHUW\ VR WKDW \RX ZRXOG KDYHVSHFLDOL]HGNQRZOHGJHRIWKHFKHPLFDOVDQGSURFHVVHVXVHGE\WKLVW\SHRIEXVLQHVV"<HV1R ,IDSURSHUW\WUDQVDFWLRQLVRFFXUULQJLQFRQMXQFWLRQZLWKWKLVHQYLURQPHQWDODVVHVVPHQW GRHVWKHSXUFKDVHSULFHRIWKLVpropertyUHDVRQDEO\UHIOHFWWKHIDLUPDUNHWYDOXHRIWKH property"<HV 1R ,I\RXFRQFOXGHWKDWWKHUHLVDGLIIHUHQFHKDYH\RXFRQVLGHUHGZKHWKHUWKHORZHUSXUFKDVHSULFHLVEHFDXVHFRQWDPLQDWLRQLVNQRZQRUEHOLHYHGWREHSUHVHQWDWWKHproperty?<HV1R1$ $UH\RXDZDUHRIDQ\FRPPRQO\NQRZQRUUHDVRQDEO\DVFHUWDLQDEOHLQIRUPDWLRQDERXWWKH SURSHUW\WKDWZRXOGKHOSWKHHQYLURQPHQWDOSURIHVVLRQDOWRLGHQWLI\FRQGLWLRQVLQGLFDWLYHRI UHOHDVHVRUWKUHDWHQHGUHOHDVHV")RUH[DPSOH D GR\RXNQRZRIVSHFLILFFKHPLFDOVWKDWDUHSUHVHQWRURQFHZHUHSUHVHQWDWWKHproperty" E GR\RXNQRZRIVSLOOVRURWKHUFKHPLFDOUHOHDVHVWKDWKDYHWDNHQSODFHDWWKHproperty" F GR\RXNQRZRIDQ\HQYLURQPHQWDOFOHDQXSVWKDWKDYHWDNHQSODFHDWWKHproperty" <HV1R %DVHGRQ\RXUNQRZOHGJHDQGH[SHULHQFHUHODWHGWRWKHpropertyDUHWKHUHDQ\REYLRXV LQGLFDWRUVWKDWSRLQWWRWKHSUHVHQFHRUOLNHO\SUHVHQFHRIFRQWDPLQDWLRQDWWKHproperty"<HV1R ,ID<HVUHVSRQVHZDVSURYLGHGWRDQ\RIWKHDERYHTXHVWLRQVSOHDVHSURYLGHGHWDLOVEHORZ ,FHUWLI\WKDWWKHLQIRUPDWLRQKHUHLQLVWUXHDQGFRUUHFWWRWKHEHVWRIP\NQRZOHGJHDVRIWKHGDWHVLJQHGEHORZ 1DPH 3ULQWHG7\SHG 6LJQDWXUH 'DWH G7\SHG 1$ ✔ ✔ ✔ ✔ ✔ ✔ ✔ See comments on the side, Seller provided Phase I is helpful. Jon C Suddarth May 20, 2024 ✔ 273 Page 1 of 3 Project Name: Project No. ENVIRONMENTAL SITE ASSESSMENT QUESTIONNAIRE FOR KEY SITE MANAGER To evaluate the potential for possible environmentally related impacts and site contamination the following information is requested. This questionnaire is to be preferably completed by the current property owner, or owner representative, leasing agent, or other person having good knowledge of the uses and physical characteristics of the property (Key Site Manager). PART I 1. Property Address/Location and Assessor’s Parcel Number (APN): 2. Current property owner (name, address, voice/fax number): 3. Date current property owner assumed title of property: 4. Current property development/improvements: 5. Past property use, development/improvements: 6. Neighboring property uses: 1341 San Mateo Avenue, South San Francisco, CA 94080 015-112-400 John Jagazeel Rajasekaran 200 TOBIN CLARK DRIVE HILLSBOROUGH, CA 94010 2/24/2022 27,008 SF Freestanding Office/Lab/Warehouse Building Warehouse, distribution, office, R&D for life science company, previously optical business. Auto body and self storage. DocuSign Envelope ID: 56BAA3B5-4315-4F7E-8462-92162ADB2214 274 Page 2 of 3 PART II - The following questions should be answered to the best of your knowledge. 1. Is/has the property or any adjoining property used/been used for industrial purposes? Yes No 2. Has the property or any adjoining property been used as a gasoline station, motor repair facility, commercial printing facility, dry cleaners, photo developing laboratory, junkyard or landfill, or as a waste treatment, storage, disposal, processing, or recycling facility? Yes No 3. Are there currently, or have there been previously, any damaged or discarded automotive or industrial batteries, or pesticides, paints, or other chemicals in individual containers of greater than 5 gal in volume or 50 gal in the aggregate, stored on or used at the property or at the facility? Yes No 4. Has undocumented soil been brought onto the property at any time? If yes, estimated quantity is ____________ cubic yards. Yes No 5. Has soil been brought onto the property that originated from a contaminated site or that is of an unknown origin? Yes No 6. Are there currently, or have there been previously, any pits, ponds, or lagoons located on the property in connection with waste treatment or waste disposal? Yes No 7. Is there currently, or has there been previously, any stained soil on the property? Yes No 8. Are there currently, or have there been previously, any registered or unregistered storage tanks (above or underground) located on the property? Yes No 9. Are there currently, or have there been previously, any vent pipes, fill pipes, or access ways indicating a fill pipe protruding from the ground on the property or adjacent to any structure located on the property? Yes No 10. Are there currently, or have there been previously, any flooring, drains, or walls located within the facility that are stained by substances other than water or are emitting foul odors? Yes No 11. Are there any domestic, irrigation or monitoring wells on the property? Yes No 12. If the property is served by a private well or non-public water system, have contaminants been identified in the well or system that exceed guidelines applicable to the water system or has the well been designated as contaminated by any government environmental/health agency? Yes No 13. Have you been informed of the past or current existence of hazardous substances or petroleum products or environmental violations with respect to the property or any facility located on the property? Yes No 14. Have there been any environmental site assessments of the property or facility that indicated the presence of hazardous substances or petroleum products on, or contamination of, the property or recommended further assessment of the property? Yes No 15. Have there been any past, threatened, or pending lawsuits or administrative proceedings concerning a release or threatened release of any hazardous substance or petroleum products involving the property? Yes No 16. Has there been any past agricultural use of the property, such as orchards or seed crop cultivation? Yes No 17. Have any hazardous substances or petroleum products, unidentified waste materials, tires, automotive or industrial batteries or any other waste materials been dumped above grade, buried and/or burned on the property? Yes No 18. Is there a transformer, capacitor, or any hydraulic equipment for which there are any records indicating the presence of PCBs? Yes No 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 DocuSign Envelope ID: 56BAA3B5-4315-4F7E-8462-92162ADB2214 275 Page 3 of 3 If a "Yes" response was provided to any of the above questions, please provide details below: I certify that the information herein is true and correct to the best of my knowledge as of the date signed below. Name (Printed/Typed): Signature: Date: DocuSign Envelope ID: 56BAA3B5-4315-4F7E-8462-92162ADB2214 Hari Krishnamurthy 5/28/2024 276 City of South San Francisco Legislation Text P.O. Box 711 (City Hall, 400 Grand Avenue) South San Francisco, CA File #:25-120 Agenda Date:2/20/2025 Version:1 Item #:2b Resolution making findings and approving entitlements for Design Review and a Conditional Use Permit to construct a three-story personal storage building located at 1341 San Mateo Avenue in the Mixed Industrial High (MIH) Zoning District. WHEREAS,Buchanan Street Partners,LP (“applicant”)has proposed to construct a three-story personal storage building at 1341 San Mateo Avenue at 1341 San Mateo Avenue and, WHEREAS,the applicant seeks entitlement approval for the self-storage building including the following: Design Review (DR24-0026) and Conditional Use Permit (UP24-0004); and, WHEREAS,approval of the applicant’s proposal is considered a “Project”for purposes of the California Environmental Quality Act, Pub. Resources Code §21000, et seq. (“CEQA”); and, WHEREAS,the Design Review Board for the City of South San Francisco considered the Project,and recommended approval to the Planning Commission on October 15, 2024; and WHEREAS,on February 20,2025 the Planning Commission for the City of South San Francisco held a lawfully noticed public hearing to solicit public comment and consider the Infill Checklist and the proposed entitlements and environmental effects of the Project and take public testimony; and WHEREAS,the Planning Commission for the City of South San Francisco reviewed and carefully considered the information in the Infill Checklist,and by separate resolution determined that the Infill Checklist is an objective and accurate document that reflects the independent judgement and analysis of the City in relation to the Project’s environmental impacts and find that the Infill Checklist satisfies the requirements of CEQA.The Project is consistent with the certified 2040 General Plan Environmental Impact Report (EIR)and no subsequent EIR is required pursuant to CEQA Guidelines Sections 15162 and 15168,subject to streamlining per CEQA Guidelines Section 15183,and categorically exempt under the provision of CEQA,Class 32,Section 15332; and WHEREAS,on February 20,2025,the Planning Commission for the City of South San Francisco held a lawfully noticed public hearing to solicit public comment and consider Design Review (DR24-0026)and Conditional Use Permit (UP24-0004) and related evidence and testimony. NOW,THEREFORE,BE IT RESOLVED that based on the entirety of the record before it,which includes without limitation,the California Environmental Quality Act,Public Resources Code §21000,et seq. (“CEQA”)and the CEQA Guidelines,14 California Code of Regulations §15000,et seq.;the South San Francisco General Plan;the South San Francisco Municipal Code;the 2040 General Plan EIR and Statement of Overriding Considerations;the Project Plans,as prepared by KSP Studio,dated November 8,2024;the Infill Checklist,prepared by Lamphier-Gregory,dated November 25,2024,including all appendices thereto;Design Review Board recommendations dated October 23,2024;all reports,minutes,and public testimony submitted as part of the Planning Commission’s duly noticed February 20,2025 meeting;all reports,minutes,and public testimony submitted as part of the Planning Commission’s duly noticed February 20,2025 meeting;and anyCity of South San Francisco Printed on 2/13/2025Page 1 of 3 powered by Legistar™277 File #:25-120 Agenda Date:2/20/2025 Version:1 Item #:2b testimony submitted as part of the Planning Commission’s duly noticed February 20,2025 meeting;and any other evidence (within the meaning of Public Resources Code Sections 21080(e)and 21082.2),the Planning Commission of the City of South San Francisco hereby finds as follows: SECTION 1 FINDINGS A.General 1.The foregoing recitals are true and correct and made a part of this Resolution. 2.The Exhibits attached to this Resolution,including Conditions of Project Approval (Exhibit 1), Buchanan Street LP Plan Set (Exhibit 2),and Aerial Photographs (Exhibit 3)are each incorporated by reference and made a part of this Resolution, as if set forth fully herein. 3.The documents and other material constituting the record for these proceedings are located at the Planning Division for the City of South San Francisco,315 Maple Avenue,South San Francisco,CA 94080, and in the custody of the Chief Planner. 4.The proposed Project is consistent and compatible with all elements in the City of South San Francisco General Plan,as it is consistent with the Mixed Industrial High land use designation,and will help the City implement several broad General Plan goals,including but not limited to:high-density industrial lands for a wide range of uses that supports the industrial uses and jobs and allows more flexible creative uses to adapt modern industrial spaces under the Lindenville Specific Plan standards. 5.The proposed Project is consistent with the standards and requirements of the City's Zoning Ordinance. The development of the subject site would result in the construction of a self-storage building in the Lindenville Sub-Area. 6.The site is physically suitable for the type of development and density proposed,as an existing underutilized site will be developed as a personal storage building that meets the City’s land use and zoning standards. B.Conditional Use Permit 1.The Project site is located within the Mixed Industrial High (MIH)Zoning District.Pursuant to the land use regulations in Sections 20.100.002,the personal storage is permitted in Mixed Industrial High (MIH) Zoning Districts with a Conditional Use Permit. 2.The Project is consistent with the General Plan which designates the site as Mixed Industrial High land use, and the proposed personal storage use meets the intent of the adopted General Plan Designation. 3.The Project will not adversely impact the public health,safety,or general welfare of the community,or detrimental to surrounding properties or improvements. 4.The Project complies with design and development standards applicable to the MIH Zoning District and use, and with the standards for personal storage included in SSFMC Section 20.350.035. 5.The design,location,size,and operating characteristics of the project would be compatible with the City of South San Francisco Printed on 2/13/2025Page 2 of 3 powered by Legistar™278 File #:25-120 Agenda Date:2/20/2025 Version:1 Item #:2b 5.The design,location,size,and operating characteristics of the project would be compatible with the existing and reasonably foreseeable future land uses in the vicinity. 6.The site is physically suitable for the type,density,and intensity of the project use,including access, utilities,and the absence of physical constraints.The access to the project site would remain,from San Mateo Avenue and Lowrie Avenue. 7.An Infill Checklist,which serves as an environmental consistency checklist,has been prepared for the Project per CEQA Guidelines and has determined that the Project is consistent with the certified 2040 General Plan EIR and no subsequent EIR is required pursuant to CEQA Guidelines Sections 15162 and 15168,subject to streamlining per CEQA Guidelines Section 15183,and categorically exempt under the provision of CEQA, Class 32, Section 15332. C.Design Review 1.The Project,including Design Review,is consistent with Title 20 of the South San Francisco Municipal Code because the Project has been designed as a personal storage building which will support the existing industrial neighborhood and provide additional storage spaces for the growing residential, office and retail sales uses in the Lindenville area. 2.The Project,including Design Review,is consistent with the General Plan because the proposed personal storage building is consistent with the policies and design direction provided in the South San Francisco General Plan for the Mixed Industrial High land use designation. 3.The Project,including Design Review,is consistent with the applicable design guidelines adopted by the City Council in that the proposed Project is consistent with the MIH Zoning District development standards,and the Citywide development standards,as evaluated in the Zoning Ordinance Compliance analysis for the Project. 4.The Project is consistent with the Conditional Use Permit requirements for this project,and with the personal storage standards included in SSFMC Section 20.350.035. SECTION 2 DETERMINATION NOW,THEREFORE,BE IT FURTHER RESOLVED that the Planning Commission of the City of South San Francisco hereby makes the findings contained in this Resolution to approve the entitlements request for 1341 San Mateo Avenue subject to the attached Conditions of Approval. BE IT FURTHER RESOLVED that this Resolution shall become effective immediately upon its passage and adoption. City of South San Francisco Printed on 2/13/2025Page 3 of 3 powered by Legistar™279 Page 1 of 28 CONDITIONS OF APPROVAL P24-0065: DR24-0026 and UP24-0004 1341 San Mateo Avenue (As recommended by City Staff on February 20, 2025) PLANNING DIVISION CONDITIONS Introduction The term “applicant”, “developer”, “project owner” or “project sponsor” used hereinafter shall have the same meaning – the applicant for the 1341 San Mateo Avenue Project or the property/project owner if different from applicant. GENERAL 1. The Project shall be constructed and operated substantially as indicated on the plan set prepared by KSP Studio, dated November 8, 2024, and considered by the Planning Commission in association with P24-0065, as amended by the conditions of approval. The final plans shall be subject to the review and approval of the City’s Chief Planner. 2. The construction drawings shall comply with the Planning Commission approved plans, as amended by these conditions of approval, including the plans prepared by KSP Studio, dated November 8, 2024. 3. Applicant shall submit a checklist showing compliance with Conditions of Approval and any required mitigation measures with building permit submittal. 4. Prior to issuance of any building or construction permits for the construction of public improvements, the final design for all public improvements shall be reviewed and approved by the City Engineer, Fire Marshal, and Chief Planner. 5. Prior to issuance of any building or construction permits for grading improvements, the applicant shall submit final grading plans for review and approval by the City Engineer and Chief Planner. 6. Any modification to the approved plans shall be subject to SSFMC Section 20.450.012 (“Modification”), whereby the Chief Planner may approve minor changes. All exterior design modifications, including any and all utilities, shall be presented to the Chief Planner for a determination. 7. Unless the use has commenced or related building permits have been issued within two (2) years of the date this permit is granted, this permit will automatically expire on that date, subject to any extensions provided under the Subdivision Map Act or other applicable law. A one-year permit extension may be granted in accordance with provisions of the SSFMC Chapter 20.450 (Common Procedures). 280 1341 San Mateo Avenue Conditions of Approval Page 2 of 28 8. The permit shall not be effective for any purpose until the property owner or a duly authorized representative files a signed acceptance form, prior to the issuance of the building permit, stating that the property owner is aware of, and accepts, all of the conditions of the permit. 9. The permit shall be subject to revocation if the project is not operated in compliance with the conditions of approval 10. Neither the granting of this permit nor any conditions attached thereto shall authorize, require or permit anything contrary to, or in conflict with any ordinances specifically named therein. 11. Prior to construction, all required building permits shall be obtained from the City’s Building Division. 12. Demolition of any existing structure on site will require demolition permits. 13. All conditions of the permit shall be completely fulfilled to the satisfaction of the affected City Departments and Planning and Building Divisions prior to occupancy of any building. Any request for temporary power for testing equipment will be issued only upon substantial completion of the development. CONSTRUCTION 14. The applicant is responsible for maintaining site security prior to, and throughout the construction process. This includes installation of appropriate fencing, lighting, remote monitors, or on-site security personnel as needed. 15. The applicant is responsible for providing site signage during construction, which contains contact information for questions regarding the construction. 16. During construction, the applicant shall provide parking on-site, or shall arrange for off- site parking, for construction workers when the Chief Building Official and Fire Marshal provide written approval. 17. Prior to proceeding with exterior construction, the applicant shall provide a full-scale mockup of a section of exterior wall that shows the cladding materials and finishes, windows, trim, and any other architectural features of the building to fully illustrate building fenestration, subject to site inspection and approval by Planning Division staff. 18. After the building permits are approved, but before beginning construction, the owner/applicant shall hold a preconstruction conference with City Planning, Building, and Engineering staff and other interested parties. The developer shall arrange for the attendance of the construction manager, contractor, and all relevant subcontractors DESIGN REVIEW / SITE PLANNING 281 1341 San Mateo Avenue Conditions of Approval Page 3 of 28 19. All equipment (either roof, building, or ground-mounted) shall be screened from view through the use of integral architectural elements, such as enclosures or roof screens, and landscape screening or shall be incorporated inside the exterior building wall. Equipment enclosures and/or roof screens shall be painted to match the building. Prior to issuance of a building permit the applicant shall submit plans showing utility locations, stand-pipes, equipment enclosures, landscape screens, and/or roof screens for review and approval by the Chief Planner or designee. 20. Prior to issuance of any building or construction permits for landscaping improvements, the applicant shall submit final landscaping and irrigation plans for review and approval by the City’s Chief Planner. The plans shall include documentation of compliance with SSFMC Section 20.300.007, Landscaping. 21. Plant materials shall be replaced when necessary with the same species originally specified unless otherwise approved by the Chief Planner. 22. All landscape areas shall be watered via an automatic irrigation system which shall be maintained in fully operable condition at all times, and which complies with SSFMC Chapter 20.300 (Lot and Development Standards). 23. All planting areas shall be maintained by a qualified professional; the landscape shall be kept on a regular fertilization and maintenance program and shall be maintained weed free. 24. Plant materials shall be selectively pruned by a qualified arborist; no topping or excessive cutting-back shall be permitted. Tree pruning shall allow the natural branching structure to develop. 25. All landscaping installed within the public right-of-way shall be maintained by the property owner. 26. Prior to issuance of certificate of occupancy, the applicant shall submit final landscaping and irrigation plans demonstrating compliance with the State’s Model Water Efficiency Landscaping Ordinance (MWELO), if applicable (See SSFMC Section 20.300.008, and the City’s WELO Document Verification package). a) Projects with a new aggregate landscape of 2,500 sq. ft. or greater must comply with the performance measures required by the MWELO. b) For all projects subject to the provisions of the MWELO, the applicant shall submit a Certificate of Completion to the City, upon completion of the installation of the landscaping and irrigation system. 27. The applicant shall contact the South San Francisco Scavenger Company to properly size any required trash enclosures and work with staff to locate and design the trash enclosure in accordance with the SSFMC Section 20.300.014, Trash and Refuse Collection Areas. Applicant shall submit an approval letter from South San Francisco Scavenger to the Chief Planner prior to the issuance of building permits. 282 1341 San Mateo Avenue Conditions of Approval Page 4 of 28 28. The applicant shall incorporate the recommendations of the Design Review Board from their meeting of 10/15/2024. 29. Landscaped areas in the project area may contain trees defined as protected by the South San Francisco Tree Preservation Ordinance, Title 13, Chapter 13.30. Any removal or pruning of protected trees shall comply with the Tree Preservation Ordinance, and applicant shall obtain a permit for any tree removals or alterations of protected trees, and avoid tree roots during trenching for utilities. 30. The applicant shall install three-inch diameter, PVC conduit along the project frontage, in the right-of-way, if any trenching is to take place, for the purpose of future fiber installation. Conduit shall have a pull rope or tape. A #8 stranded trace wire will be installed in the conduit or other trace wire system approved by the City. 31. Permanent project signage is not included in project entitlements. Prior to installation of any project signage, the applicant shall submit an appropriate sign application per SSFMC Chapter 20.360, Signs, for review and approval. 32. The Personal Storage use shall be conducted per the requirements of SSFMC Section 20.350.35 (A), Personal Storage Business Activity: a) All personal storage facilities shall be limited to storage only. No retail, repair, or other commercial use shall be conducted out of the individual rental storage units. No activities other than rental of storage units and pick-up and deposit of storage shall be allowed on the premises. Examples of activities prohibited in said facilities include, but are not limited to, the following: i. Auctions, commercial wholesale or retail sales, or miscellaneous garage sales. Excepting auctions required by law to comply with lien sale requirements. During the course of said lien sales, customer vehicles shall not be allowed to obstruct travelways within the self-service storage facility. ii. The servicing, repair, or fabrication of motor vehicles, boats, trailers, lawn mowers, appliances, or other similar equipment. iii. The operation of power tools, spray-painting equipment, table saws, lathes, compressors, welding equipment, kilns, or other similar equipment. iv. The establishment of a transfer and storage business. v. Any use that is noxious or offensive because of odors, dust, noise, fumes, or vibrations. 33. Per SSFMC Section 20.350.135 (B), Notice to Tenants, as part of the rental process, the facility manager shall inform all tenants of conditions restricting storage of hazardous materials and limitation on the use of the storage units. These restrictions shall be included in rental contracts and posted at a conspicuous location within the front of each rental unit. TRANSPORTATION / PARKING 283 1341 San Mateo Avenue Conditions of Approval Page 5 of 28 34. A Parking and Traffic Control Plan for the construction of the Project shall be submitted with the application for Building Permit, for review and approval by the Chief Planner, or designee, and City Engineer, or designee. ENVIRONMENTAL MITIGATION MEASURES / CEQA 35. The applicant shall comply with all applicable mitigation measures outlined in the 1341 San Mateo Self-Storage Project Infill Environmental Checklist (Associated CEQA Resolution, Exhibit 2). IMPACT / DEVELOPMENT FEES **Fees are subject to annual adjustment and will be calculated based on the fee in effect at the time that the payment of the fee is due. The fees included in these Conditions of Approval are estimates, based on the fees in place at the time of Project approval. If applicable, credits for existing uses will be calculated and applied to fees.** 36. PARK AND RECREATION FEES: Prior to final inspection, the applicant shall pay the Parkland Acquisition Fee and Parkland Construction Fee in accordance with South San Francisco Municipal Code Chapter 8.67. The fee is subject to annual adjustment. Based on the plans reviewed by the Planning Commission on February 20, 2025, the park and recreation impact fee estimate for the Project is: Proposed self-storage Building: 68,893 SF Industrial: $1.69/SF x 68,893 = $116,429 Administration Fee: $700 37. CHILDCARE FEE: Prior to final inspection, the applicant shall pay any applicable childcare fees in accordance with South San Francisco Municipal Code Chapter 8.77. This fee is subject to annual adjustment. Based on the plans reviewed by the Planning Commission on February 20, 2025, the childcare impact fee estimate for the Project is: Proposed self-storage Building: 68,893 SF Industrial: $0.60/SF x 68,893 SF = $41,336 38. LIBRARY IMPACT FEE: Prior to issuance of the first building permit, the applicant shall pay applicable library impact fees in accordance with South San Francisco Municipal Code Chapter 8.74. Based on the plans reviewed by the Planning Commission on February 20, 2025, the library impact fee estimate for the Project is: Proposed self-storage Building: 68,893 SF Industrial $0.05/SF x 68,893 SF = $3,445 39. PUBLIC SAFETY IMPACT FEE: Prior to issuance of the first building permit, the applicant shall pay applicable public safety impact fees in accordance with South San Francisco Municipal Code Chapter 8.75. Based on the plans reviewed by the Planning Commission on February 20, 2025, the public safety impact fee estimate for the Project is: 284 1341 San Mateo Avenue Conditions of Approval Page 6 of 28 Proposed self-storage Building: 68,893 SF Industrial: $0.48/SF x 68,893 SF = $33,069 40. CITYWIDE TRANSPORTATION FEE: Prior to issuance of the first building permit, the applicant shall pay applicable citywide transportation fees in accordance with South San Francisco Municipal Code Chapter 8.73. Based on the plans reviewed by the Planning Commission on February 20, 2025, the citywide transportation fee estimate for the Project is: Proposed self-storage Building: 68,893 SF Industrial: $15.82/SF x 68,893 SF = $1,089,887 41. PUBLIC ART REQUIREMENT: Development projects shall provide qualifying public art with a value equal to not less than 1% of construction costs for acquisition and installation of public art on the development site. Otherwise, prior to issuance of the first building permit, the applicant shall pay applicable public art requirement fees in accordance with South San Francisco Municipal Code Chapter 8.76. Based on the plans reviewed by the Planning Commission on February 20, 2025, the public art requirement fee estimate for the Project is: Provide qualifying public art with a value equal to not less than 1% of construction costs for acquisition and installation of public art on the development site. In-lieu fee option: public art contribution payment in an amount not less than 0.5% of construction costs into the public art fund. 42. SEWER CAPACITY CHARGE FEE: Prior to issuance of the first building permit, the applicant shall pay applicable sewer capacity charge fees in accordance with South San Francisco Municipal Code Section 14.08.300. Based on the plans reviewed by the Planning Commission on February 20, 2025, this fee requires specialized calculations per project: The estimated Sewer Capacity Fee will be $4,694.00 Please contact the Water Quality Control Plant for information on calculating the Sewer Capacity Fee: (650) 877-8555. 43. SCHOOL DISTRICT FEE: Prior to issuance of the first building permit, the applicant shall pay applicable school district fees in accordance with South San Francisco Unified School District (SSFUSD). Based on the plans reviewed by the Planning Commission on February 20, 2025, the school district fee estimate for the Project is: Proposed self-storage Building: 68,893 SF Industrial: $0.61/SF x 68,893 SF = $42,025 285 1341 San Mateo Avenue Conditions of Approval Page 7 of 28 For questions regarding Planning Division COAs, please contact Victoria Kim at Victoria.kim@ssf.net or (650) 877-8535. 286 1341 San Mateo Avenue Conditions of Approval Page 8 of 28 BUILDING DIVISION CONDITIONS GENERAL This project is being returned as approved with condition – The following items may have influences on the project. 1. Provide separate Demo permit and J permit from Bay Area Air Management District for demo existing building. 2. Provide new commercial building to comply with 2022 California Building Code Chapter 11B. 3. Provide the underground potion of building to be Type I construction with automatic Fire sprinkler per 2022 California Building Code 405.2. (Plan do not show basement.) For questions regarding Building Division COAs, please contact Gary Lam at Gary.Lam@ssf.net or (650) 829-6670 option 1. 287 1341 San Mateo Avenue Conditions of Approval Page 9 of 28 ENGINEERING DIVISION CONDITIONS Below are the special conditions that may apply to the subject permit, which may overlap with any standard development conditions – these conditions are subject to change. Permits 1. At the time of each permit submittal, the Applicant shall submit a deposit for each of the following permit reviews and processing: a. Building Permit plan check and civil review. Provide an engineer’s estimate or opinion of probable cost of on-site improvements for deposit amount calculation. b. Hauling/Grading plan check and permit processing. Provide Cubic Yards for deposit amount calculation. c. Public Improvement plan check and permit processing. Provide an engineer’s estimate or opinion of probable cost of ROW improvements for deposit amount calculation. 2. A Grading Permit is required for grading over 50 cubic yards and if 50 cubic yards or more of soil is exported and/or imported. The Applicant shall pay all permit and inspection fees, as well as any deposits and/or bonds required to obtain said permits. The Grading Permit requires several documents to be submitted for the City’s review and approval. The Grading Permit Application, Checklist and Requirements may be found on the City website at http://www.ssf.net/departments/public-works/engineering-division. 3. A Hauling Permit shall be required for excavations and off-haul or on-haul, per Engineering requirements; should hauling of earth occur prior to grading. Otherwise, hauling conditions would be included with the grading permit. Hauling Permit may be found on the City website at: http://www.ssf.net/departments/public-works/engineering- division. 4. The City of South San Francisco is mandated by the State of California to divert sixty-five percent (65%) of all solid waste from landfills either by reusing or recycling. To help meet this goal, a city ordinance requires completion of a Waste Management Plan (“WMP”) for covered building projects identifying how at least sixty-five percent (65%) of non-inert project waste materials and one hundred percent (100%) of inert materials (“65/100”) will be diverted from the landfill through recycling and salvage. The Contractor shall submit a WMP application and fee payment prior to the issuance of a building or grading permit. 5. An Encroachment Permit is required for any work proposed within the public right-of-way. The Applicant shall pay all permit, plan check, and inspection fees, as well as, any deposits and/or bonds required to obtain said permits. 288 1341 San Mateo Avenue Conditions of Approval Page 10 of 28 6. Prior to the issuance of a building permit, the Applicant shall submit written evidence from the County or State Regulators in charge, indicating that the site is cleared of hazardous materials and hazardous groundwater to a level that poses no impacts to human health. The Applicant shall also confirm that any existing groundwater monitoring wells on the project site have been properly closed and/or relocated as necessary as approved by the County or State Regulators in charge. Plan Submittal 7. The Applicant shall submit detailed plans printed to PDF and combined into a single electronic file, with each being stamped and digitally signed by a Professional Engineer registered in the State of California, along with three printed copies. Incorporated within the construction plans shall be applicable franchise utility installation plans, stamped and signed and prepared by the proper authority. Plans shall include the following sheets; Cover, Separate Note Sheet, Existing Conditions, Demolition Plan, Grading Plan, Horizontal Plan, Striping and Signage Plan, Utility Plan(s), Detail Sheet(s), Erosion Control Plan, and Landscape Plans, (grading, storm drain, erosion control, and landscape plans are for reference only and shall not be reviewed during this submittal). 8. Prior to building permit issuance, the Applicant shall obtain a grading permit with the Engineering Division and shall submit an application, all documentation, fees, deposits, bonds and all necessary paperwork needed for the grading permit. The Applicant shall submit a grading plan that clearly states the amount of cut and fill required to grade the project. The Grading Plans shall include the following plans: Cover, Notes, Existing Conditions, Grading Plans, Storm Drain Plans, Stormwater Control Plan, and Erosion Control Plan. 9. Prior to building permit issuance, the Applicant shall obtain an Encroachment Permit for all proposed work within the City ROW and shall submit an application, all documentation, fees, deposits, bonds and all necessary paperwork needed for the Encroachment Permit. Applicant shall prepare and submit a separate Public Improvement Plan set that shall include only the scope of work within the City ROW (with reference to the on-site plans) consisting of the following plans: Civil Plans, Landscape Plans, and Joint Trench Plans. An engineer’s cost estimate for the scope of work shown on the approved Public Improvement Plans is required to determine the performance and payment bond amount. The submittal of the bonds is required prior to the execution of the Subdivision Improvement Agreement. 10. All improvements shall be designed by a registered civil engineer and approved by the Engineering Division. 289 1341 San Mateo Avenue Conditions of Approval Page 11 of 28 11. The design for all proposed gravity line utilities or for utility vaults or pole foundations shall include the potholing of existing utilities where there may be vertical grade or horizontal clearance conflicts. Said potholing information shall be shown on the plans. If potholing work is required within the public right-of-way, a separate Encroachment Permit is required for said work. 12. The Engineering Division reserves the right to include additional conditions during review of the building permit, grading permit, or encroachment permit. Mapping and Agreements 13. All required public easement dedications to the City on the project site shall be accepted by the City and recorded with the San Mateo County Recorder’s Office prior to the issuance of a Building Permit. 14. The Applicant shall dedicate to the City of South San Francisco a public access easement along the San Mateo Avenue frontage of the project site as necessary to enable an ADA accessible pedestrian path of travel along the public sidewalk. 15. Applicant shall submit all documents required for review of any mapping or agreement application as a separate application from the improvement plans. 16. Prior to the approval of any Permits, the Applicant shall enter into an Improvement Agreement and Encroachment and Maintenance Agreement with the City. These agreements shall be approved by the City Attorney and City Engineer prior to execution. a. The Improvement Agreement shall require the Applicant to ensure the faithful performance of the design, construction, installation and inspection of all public improvements as reviewed and approved by the Engineering Division at no cost to the City and shall be secured by good and sufficient payment, performance, and one (1) year warranty bonds or cash deposit adequate to cover all of the costs, inspections and administrative expenses of completing such improvements in the event of a default. The value of the bonds or cash deposit shall include 110% of the cost of construction based on prevailing wage rates. The value of the warranty bond or cash deposit shall be equivalent to 10% of the value of the performance security. b. The Encroachment and Maintenance Agreement shall require the Applicant to maintain any street furniture that serves the property and all landscape within the project frontage at no cost to the City. The Encroachment and Maintenance Agreement shall be recorded with the San Mateo County Recorder and may be transferred to the property owner 17. Applicant shall pay for all Engineering Division deposits and fees required for any mapping application prior to review. 290 1341 San Mateo Avenue Conditions of Approval Page 12 of 28 Right-of-Way 18. Prior to building permit issuance and prior to any work within the City Right-of-Way, the Applicant shall obtain an Encroachment Permit from the Engineering Division. All new public improvements required to accommodate the development shall be installed at no cost to the City and shall be approved by the City Engineer and constructed to City Standards. All new public improvements shall be completed prior to Final Occupancy of the project or prior to any Temporary Occupancy as approved by the City Engineer. 19. Prior to Building Permit issuance, the Applicant shall submit a video survey of the adjacent streets (perimeter of proposed property location) to determine the pre-construction condition of the streets at no cost to the City. The Applicant will be responsible to ensure that the condition of the streets and striping is in at least existing condition or better after construction is completed. 20. The Applicant shall reconstruct the curb, gutter and sidewalk along the San Mateo Avenue and Lowrie Avenue frontages of the project site. 21. The Applicant shall meet MMRP 3.0 stormwater treatment requirements for all reconstructed public sidewalk along the project frontages. 22. The Applicant shall install street trees on San Mateo Avenue and on Lowrie Avenue frontages of the project site as shown on the entitlement plans. Said street trees shall include an irrigation system with water service provided by the Applicant. 23. The Applicant shall install new detectable warnings at each end of the driveways along San Mateo Avenue and Lowrie Avenue. 24. The Applicant shall install a stop sign for vehicles exiting the project driveways on San Mateo Avenue and Lowrie Avenue. 25. The Applicant shall perform a 2” grind and asphalt concrete overlay (curb to curb) on Lowry Avenue and on San Mateo Avenue along the project frontages. 26. Upon completion of construction and landscape work at the site, the Applicant shall clean, repair or reconstruct, at their expense, as required to conform to City Standards, all public improvements including driveways, curbs, gutters, sidewalks and street pavements along the street frontages of the subdivision to the satisfaction of the City Engineer. 27. The Applicant shall be responsible for maintaining all street trees and landscaped irrigation systems installed within the Public right-of-way. 28. Prior to the issuance of an Encroachment Permit, the Applicant shall provide an engineer’s estimate for all work performed with in the public right-of-way and submit a bond equal to 110% of the estimate. 291 1341 San Mateo Avenue Conditions of Approval Page 13 of 28 29. Prior to the issuance of an Encroachment Permit, the Applicant shall submit Traffic and Pedestrian Control Plans for proposed work on San Mateo Avenue, Lowrie Avenue, and/or any area of work that will obstruct the existing pedestrian walkways. 30. No private foundation or private retaining wall support shall extend into the City Right-of- Way without express approval from the Engineering Department. Applicant shall design any bioretention area or flow-through planters adjacent to the property line such that the facility and all foundations do not encroach within the City Right-of-Way or into an adjacent parcel. 31. Applicant shall ensure that any pavement markings impacted during construction are restored and upgraded to meet City standards current to the time of Encroachment Permit approval. 32. The project shall not include any permanent structural supports (retaining walls, tiebacks, etc.) within the ROW. City Engineer approval is required for any temporary structural supports within the ROW. Any temporary structural supports shall be removed after construction. 33. Any work within the public sidewalk and/or obstructing pedestrian routes shall require pedestrian routing plans along with traffic control plans. Temporary lane or sidewalk closures shall be approved by the City Engineer and by the Construction Coordination Committee (if within the CCC influence area). For any work affecting the sidewalks or pedestrian routes greater than 2 days in duration, the adjacent parking lane or adjacent travel lane shall be closed and temporary vehicle barriers placed to provide a protected pedestrian corridor. Temporary ramps shall be constructed to connect the pedestrian route from the sidewalk to the street if no ramp or driveway is available to serve that purpose. 34. Prior to the issuance of a building permit, the Applicant shall coordinate with Scavenger and submit all garbage related plans. Stormwater 35. The Development Site lies within the boundary of the City’s Sea Level Rise Overlay District. The Applicant shall comply with Chapter 20.180 Sea Level Rise Overlay District of the City of South San Francisco’s Municipal Code. 36. The Applicant shall submit to the City Engineer a storm drainage and hydraulic study for the fully improved development analyzing existing conditions and post-development conditions. The study shall confirm that the proposed development will meet the goal of reducing peak runoff by 15% based on a 25-year, 10-minute design storm for each drainage basin or subwatershed within the project site. Methods for reducing stormwater flow shall include stormwater storage on-site if necessary. The study shall also evaluate the capacity of each new storm drain installed as part of the development. Precipitation shall be based on NOAA Atlas 14 data for the site. The study shall be submitted to the City Engineer for review and approval. 292 1341 San Mateo Avenue Conditions of Approval Page 14 of 28 37. On-site storm drainage conveyance systems shall be designed to accommodate the 10-year design storm. Precipitation used for the hydraulic analysis shall be based on NOAA Atlas 14 data for the project site. Storm duration shall be equal to the time of concentration with an initial minimum of 10 minutes. 38. Hydraulic Grade lines shall not be less than 1 foot from the ground surface. 39. Runoff Coefficients used for hydraulic calculations shall be as follows: a. Pervious areas—0.35 b. Impervious areas—0.95 40. Drainage runoff shall not be allowed to flow across lot lines or across subdivision boundaries onto adjacent private property without an appropriate recorded easement being provided for this purpose. 41. All building downspouts shall be connected to rigid pipe roof leaders which shall discharge into an approved drainage device or facility that meets the C3 stormwater treatment requirements of Municipal Regional Permit. 42. All storm drainage runoff shall be discharged into a pipe system or concrete gutter. Runoff shall not be surface drained into surrounding private property or public streets. 43. Existing on-site drains that are not adequately sized to accommodate run-off from the fully developed property and upstream drainage basin shall be improved as required by the Applicant’s civil engineering consultant’s plans and specifications as approved by the City Engineer. These on-site improvements shall be installed at no cost to the City. 44. The on-site storm drainage system shall not be dedicated to the City for ownership or maintenance. The storm drainage system and any storm water pollutions control devices within the subdivision shall be owned, repaired, and maintained by the property owner or Homeowner’s Association. Sanitary Sewer 45. Applicant shall video inspect the sanitary sewer mains along the project frontage to the nearest manholes upstream and downstream of the project point of connection both prior to construction and post construction. The video must be submitted to City Engineering for review as part of the improvement plans submittal and shall confirm the number of existing sewer laterals serving the site that must be abandoned. 46. The Applicant shall abandon all existing private sewer laterals from the project site connected to the sanitary sewer system. The number of sewer laterals to be abandoned shall be shown on the plans and shall be confirmed by the review of a video inspection of the private sanitary sewer main. 47. The Applicant shall install a new sewer lateral to City Standards. 293 1341 San Mateo Avenue Conditions of Approval Page 15 of 28 48. The Applicant shall install a limit of one building sanitary sewer lateral per lot unless specifically waived by a Subdivision Improvement per the requirements of the City’s Municipal Code section 14.14.040 (b). 49. Sanitary Sewer plan shall show all existing and proposed utilities. Be sure to provide minimum horizontal and vertical clearances for all existing and proposed utilities. Also include all existing and proposed manhole, catch basin and pipe invert elevations. 50. All utility crossings shall be potholed, verified and shown on the plans prior to the building permit submittal. 51. The on-site sanitary sewer system/plumbing shall be designed and installed in accordance with the Uniform Plumbing Code, as amended and adopted by the City, and in accordance with the requirements of the South San Francisco Building Division. 52. Each on-site sanitary sewer manhole and cleanout shall be accessible to maintenance personnel and equipment via pathway or driveways as appropriate. Each maintenance structure shall be surrounded by a level pad of sufficient size to provide a safe work area. 53. The on-site sanitary sewer system up to the public sanitary sewer manhole connection shall not be dedicated to the City for maintenance. The sanitary sewer facilities within the subdivision shall be repaired and maintained by the property owner Homeowner’s Association. Dry Utilities 54. All new electrical and communication lines serving the property shall be placed underground within the property being developed and to the nearest overhead facility or underground utility vault. Pull boxes, junction structures, vaults, valves, and similar devices shall not be installed within pedestrian walkway areas. Domestic Water 55. The Applicant shall be responsible to coordinate with California Water Service (Calwater) do determine if their existing public water distribution system has the capacity to serve the development. Any off-site water system improvements that may be needed, as determined by Calwater, will be the responsibility of the Applicant at the Applicant’s expense. 56. The Applicant shall coordinate with the California Water Service (Calwater) for all water- related issues. All on-site private water mains and services shall be installed to the standards of Calwater at the expense of the applicant. 57. The Applicant shall install fire hydrants at the locations specified by the Fire Marshal. Installation shall be in accordance with City Standards as administered by the Fire Marshal. 294 1341 San Mateo Avenue Conditions of Approval Page 16 of 28 On-site Improvements 58. Internal driveways shall be a minimum of 15-feet wide for one-way travel and 25-feet wide for areas subject to two-way travel. One-way travel lanes within the site shall be clearly posted and marked appropriately. 59. Staging or storing of trash bins shall not be permitted on Public right-of-way. 60. The Applicant shall submit a construction access plan that clearly identifies all areas of proposed access during the proposed development. 61. Prior to receiving a Certificate of Occupancy form the Building Division, the Applicant shall require its Civil Engineer to inspect the finished grading surrounding the building and to certify that it conforms to the approved site plan and that there is positive drainage away from the exterior of the building. The Applicant shall make any modifications to the grading, drainage, or other improvements required by the project engineer to conform to intent of his plans. 62. The Applicant shall submit a proposed workplan and intended methodologies to ensure any existing structures on or along the development’s property line are protected during proposed activities. 63. All common areas are to be landscaped and irrigated and shall meet the requirements of the City’s Water Efficiency Landscape Ordinance (WELO). Submit landscape, drainage and grading plans for review and approval by the Engineering Division. 64. Any monument signs to be installed for the project shall be located completely on private property and shall not encroach into the City’s right-of-way. The Developer shall ensure that placement of the monument signs do not obstruct clear lines of sight for vehicles entering or exiting the site. Grading 65. The recommendations contained within the geotechnical report shall be included in the Site Grading and Drainage Plan. The Site Grading and Drainage Plan shall be prepared by the developer’s civil engineer and approved by the project geotechnical engineer. 66. During grading operations, the entire project site shall be adequately sprinkled with water to prevent dust or sprayed with an effect dust palliative to prevent dust from being blown into the air and carried onto adjacent private and public property. Dust control shall be for seven days a week and 24 hours a day. Should any problems arise from dust, the developer shall hire an environmental inspector at his/her expense to ensure compliance with the grading permit. 295 1341 San Mateo Avenue Conditions of Approval Page 17 of 28 67. Haul roads within the City of South San Francisco shall be cleaned daily, or more often, as required by the City Engineer, of all dirt and debris spilled or tracked onto City streets or private driveways. 68. The Applicant shall submit a winterization plan for all undeveloped areas within the site to control silt and stormwater runoff from entering adjacent public or private property. This plan shall be submitted to the City Engineer for review and approval prior to September 1 of each year. The approved plan shall be implemented prior to November 1 of each year. 69. Prior to placing any foundation concrete, the Applicant shall hire a licensed land surveyor or civil engineer authorized to practice land surveying to certify that the new foundation forms conform with all setbacks from confirmed property lines as shown on the Plans. A letter certifying the foundation forms shall be submitted to the Engineering Division for approval. 70. The applicant is required by ordinance to provide for public safety and the protection of public and private property in the vicinity of the land to be graded from the impacts of the proposed grading work. 71. All hauling and grading operations are restricted to between the hours of 8:00 a.m. to 6:00 p.m. for residential areas and 7:00 a.m. to 6:00 p.m. for industrial/commercial areas, Monday through Friday, excluding holidays. 72. Unless approved in writing by the City Engineer, no grading in excess of 200 cubic yards shall be accomplished between November 1 and May 1 of each year. Engineering Impact Fees 73. The Applicant shall pay the following Fees prior to receiving a Building Permit for the subject project: a. The Citywide Transportation Impact Fee per the formula established by Resolution 120-2020. For questions regarding Engineering Division COAs, please contact Maurice Kaufman at Mauricek@wc-3.com or (650) 754-6353. 296 1341 San Mateo Avenue Conditions of Approval Page 18 of 28 POLICE DEPARTMENT CONDITIONS All construction must conform to South San Francisco Municipal Code Chapter 15.48.070 Minimum security standards for non-residential buildings, (Ord. 1477 § 1C, 2013; Ord. 1166 § 1, 1995) 15.48.085 Additional Security Measures May Be Required Per South San Francisco Municipal Code 15.48.085 - Additional Security Measures, the following conditions will also be required: 1. The applicant shall install and maintain a system allowing first responders to enter the building(s) by means of a code to be entered into a keypad or similar input device. A permanent code shall be issued to the Police Department. Physical keys or electronic access cards will not satisfy this requirement. Please note this is separate from the Fire Department's "Knoxbox" requirement. This access must be provided at two entry points, each on a different side of the building to allow first responders a tactical advantage when entering. 2. Any exterior double door entrances shall only have one exterior handle, which should be on the right door (from a person's perspective from the outside). This is to prevent the malicious locking/chaining of the doors from the outside. This requirement shall also apply to interior double doors to shared common areas. 3. The hardware design of any double doorways shall prevent any doors from being secured in a closed position to either another door or a fixed object within four feet of any door by means of a rope, cable, chain, or similar item. This is to prevent malicious prevention of egress and/or ingress by building occupants or first responders. Pay particular attention to all glass doorways. See possible samples below. Acceptable: Unacceptable: 297 1341 San Mateo Avenue Conditions of Approval Page 19 of 28 4. All exterior doorways shall be illuminated during darkness by a white light source that has full cut-off and is of pedestrian scale. 5. All interior common and service areas, such as the garage, bicycle storage area, fire escapes, etc., shall be always illuminated with a white light source that is controlled by a tamperproof switch, or a switch located in an inaccessible location to passers-by. 6. The landing at the lowest level of service staircases, such as those in the garage area or fire escapes, shall have some mechanism, such as fencing and/or a gate, to prevent access to those areas where a person could conceal themselves and/or loiter in said area. The fencing and/or gate shall be at least six feet tall and constructed in a manner that makes it difficult to climb. The fencing and/or gate shall be roughly flush with the lowest step to provide maximum access restriction to the area to the side or underneath the stairs. Please see below examples. 7. Any exterior bicycle racks installed shall be of an inverted "U" design, or other design that allows two different locking points on each bicycle. 8. Any publicly accessible benches shall be of a design that prevents persons from lying on them, such as a center railing. 9. Any publicly accessible power outlets shall be of a design that prevents their access or use during those hours the business is normally closed. If physical locking covers are used, they must be made of metal, not plastic, and locks must be installed prior to inspection. 10. Any publicly accessible raised edge surfaces, such as retaining walls, concrete benches, handrails, or railings, shall be of a design that prevents or discourages skateboard use on those surfaces. 11. The mature height of all shrubbery shall be no higher than three feet, if so, it shall be maintained at a maximum height of three feet, and tree canopies shall be no lower than six feet above grade. 12. The applicant shall install and maintain a camera surveillance system that conforms to the minimum technical specifications of South San Francisco Municipal Code Chapter 8.66.050 Minimum technological standards, (Ord. 1515, 2016). The video surveillance cameras will be used as a crime deterrent and assist with the identification and apprehension of criminals if a crime is committed on the property. Enough cameras shall 298 1341 San Mateo Avenue Conditions of Approval Page 20 of 28 be installed to provide adequate coverage for the intended space. Cameras shall be placed minimally in the following locations: All exterior entrances/exits Garage area (providing coverage to the entire parking area) Bicycle storage area Main lobby of the building/sales office Loading docks Hallways/corridors 13. Any leasing of sales offices within the building shall be alarmed with a central station monitored silent intruder alarm system. 14. The Police Department requires acknowledgment of these comments to include specific locations in the plans where the applicable change requests have been made. 15. The Police Department reserves the right to review and comment upon the submission of revised and updated plans. For questions regarding Police Department COAs, please contact Sean Curmi at planningsergeant@ssf.net or (650) 77-8927. 299 1341 San Mateo Avenue Conditions of Approval Page 21 of 28 WATER QUALITY CONTROL DIVISION CONDITIONS The following items must be included in the plans or are requirements of the Water Quality Control Stormwater and/or Pretreatment Programs and must be completed prior to the issuance of a building permit: 1. Storm drains must be protected during construction. Discharge of any demolition/construction debris or water to the storm drain system is prohibited. 2. Do not use gravel bags for erosion control in the street or drive aisles. Drains in street must have inlet and throat protection of a material that is not susceptible to breakage from vehicular traffic. 3. No floatable bark shall be used in landscaping. Only fibrous mulch or pea gravel is allowed. 4. After 7/1/19, Demolition Projects must complete a PCBs Screening Assessment Form (attached and available in Building Division). If screening determines the building is an applicable structure, the Protocol for Evaluating PCBs-Containing Materials before Building Demolition shall be followed. Submit a PCB screening package for each address/building containing: a. PCBs Screening Form b. QAQC checklist c. Contractor’s Report d. Analytical Results (if applicable) 5. As the project site falls in a High Trash Generation area per South San Francisco’s Trash Generation Map (http://www.flowstobay.org/content/municipal-trash-generation- maps), determined by the Water Quality Control Division: Regional Water Quality Control Board-approved full trash capture devices must be installed to treat the stormwater drainage from the site. At a minimum, a device must be installed before the onsite drainage enters the City’s public stormwater system (i.e. trash capture must take place no farther downstream than the last private stormwater drainage structure on the site). An Operation & Maintenance Agreement will be required to be recorded with San Mateo County, ensuring the device(s) will be properly maintained. A full trash capture system is any single device or series of devices that traps all particles retained by a 5 mm mesh screen and has a design treatment capacity of not less than the peak flow rate resulting from a one-year, one-hour storm in the sub- drainage area or designed to carry at least the same flow as the storm drain connected to the inlet. 6. Roof leaders/gutters must NOT be plumbed directly to storm drains; they shall discharge to stormwater treatment devices or landscaping first. 300 1341 San Mateo Avenue Conditions of Approval Page 22 of 28 7. Fire sprinkler test drainage must be plumbed to sanitary sewer and be clearly shown on plans. 8. Trash enclosure shall be covered (roof, canopy) and contained (wall/fence). Floor shall slope to a central drain that discharges to the sanitary sewer system. If food prep to be involved, the central drain shall first discharge to a grease trap/interceptor and then connect to the sanitary sewer. Details of trash enclosure shall be clearly provided on plans. 9. If located exterior of building, trash enclosure/room shall be covered, contained and the floor shall slope to a central drain that discharges to the sanitary sewer. Details of trash enclosure/room shall be clearly provided on plans. 10. Install a condensate drain line connected to the sanitary sewer for rooftop equipment and clearly show on plans. 11. Applicant will be required to pay a Sewer Capacity Fee (connection fee) based on SSF City Council-approved EDU calculation (involving anticipated flow, BOD and TSS calculations and including credits for previous site use). Based on the information received, the estimated Sewer Capacity Fee will be $4,694.00, payable with the Building Permit. 12. Elevator sump drainage (if applicable) shall be connected to an oil/water separator prior to connection to the sanitary sewer. 13. Wherever feasible, install landscaping that minimizes irrigation runoff, promotes surface infiltration, minimizes use of pesticides and fertilizers and incorporates appropriate sustainable landscaping programs (such as Bay-Friendly Landscaping). 14. Site is subject to C.3 requirements of the Municipal Regional Stormwater Permit (please see SMCWPPP C.3 Regulated Projects Guide at https://www.flowstobay.org/newdevelopment for guidance). The following items will be required; 15. Applicant shall provide 100% Low-Impact Development for C.3 stormwater treatment for all of the Project’s impervious areas per MRP Section C.3.b. In-lieu of feasible on-site treatment, qualifying applicants may apply for the Special Project Status exemption per Provision C.3.e.ii to Low Impact Development for C.3 treatment. However, the applicant must provide a complete Infeasibility Narrative establishing all of the following (while still treating as much of the runoff via LID onsite as possible): a. Infeasibility of treating 100% of the amount of runoff identified in Provision C.3.d for the project’s drainage area with LID treatment measures onsite; b. Infeasibility of treating 100% of the amount of runoff identified in Provision C.3.d for the project’s drainage area with LID treatment measures offsite within South San Francisco, providing LID treatment of an equivalent amount of runoff either at a: 301 1341 San Mateo Avenue Conditions of Approval Page 23 of 28 i. Available Regional Stormwater Project in same watershed ; ii. Property owned by the project proponent in the same watershed; or iii. Planned South San Francisco Green Infrastructure (GI) Stormwater Project. 1. Project options to be made available by City Engineering staff upon request c. Infeasibility of treating 100% of the amount of runoff identified in Provision C.3.d for the project’s drainage area with some combination of LID treatment measures onsite, offsite or at a Regional Project in the same watershed; d. Infeasibility of installing LID treatment within the Right-of-Way. If Applicant chooses to treat any of their Project’s impervious areas within the ROW, Applicant shall size the treatment measures to treat both the Project’s impervious areas and the ROW. The ROW area to be treated shall be from the property line to the street centerline or crown whichever is a greater distance along the entire project frontage. Sizing and design shall conform to the San Mateo Countywide Water Pollution Prevention Program design templates and technical guidance and be approved by the Water Quality Control Plant and the Engineering Division. Applicant shall maintain all treatment measures required by the project and enter into a Stormwater Treatment Measure Maintenance Agreement with the City. 16. Completed forms for Low Impact Development (C3-C6 Project Checklist). Forms must be on 8.5in X 11in paper and signed and wet stamped by a professional engineer. Calculations must be submitted with this package. Forms can be found at http://www.flowstobay.org/newdevelopment A completed copy must also be emailed to andrew.wemmer @ssf.net 17. Sign and have engineer wet stamp forms for Low Impact Development. 18. Submit flow calculations and related math for LID. 19. Complete Operation and Maintenance (O&M) agreements. Use attached forms for completing documents, as old forms are no longer sufficient Do not sign agreement, as the city will need to review prior to signature. Prepare packet and submit including a preferred return address for owner signature. Packet should also be mailed or emailed to: Andrew Wemmer City of SSF WQCP 195 Belle Air Road South San Francisco, CA 94080 Andrew.wemmer@ssf.net Exhibit Templates can also be found within Chapter 6 the C.3 Technical Guidance at http://www.flowstobay.org/newdevelopment. 302 1341 San Mateo Avenue Conditions of Approval Page 24 of 28 20. The onsite catch basins are to be stenciled with the approved San Mateo Countywide Stormwater Logo (No Dumping! Flows to Bay). 21. Landscaping shall meet the following conditions related to reduction of pesticide use on the project site: a. Where feasible, landscaping shall be designed and operated to treat stormwater runoff by incorporating elements that collect, detain, and infiltrate runoff. In areas that provide detention of water, plants that are tolerant of saturated soil conditions and prolonged exposure to water shall be specified. b. Plant materials selected shall be appropriate to site specific characteristics such as soil type, topography, climate, amount and timing of sunlight, prevailing winds, rainfall, air movement, patterns of land use, ecological consistency and plant interactions to ensure successful establishment. c. Existing native trees, shrubs, and ground cover shall be retained and incorporated into the landscape plan to the maximum extent practicable. d. Proper maintenance of landscaping, with minimal pesticide use, shall be the responsibility of the property owner. e. Integrated pest management (IPM) principles and techniques shall be encouraged as part of the landscaping design to the maximum extent practicable. Examples of IPM principles and techniques include: i. Select plants that are well adapted to soil conditions at the site. ii. Select plants that are well adapted to sun and shade conditions at the site. In making these selections, consider future conditions when plants reach maturity, as well as seasonal changes. iii. Provide irrigation appropriate to the water requirements of the selected plants. iv. Select pest-resistant and disease-resistant plants. v. Plant a diversity of species to prevent a potential pest infestation from affecting the entire landscaping plan. vi. Use “insectary” plants in the landscaping to attract and keep beneficial insects. 22. A SWPPP must be submitted (if > 1 acre). Drawings must note that erosion control shall be in effect all year long. 23. A copy of the state approved NOI must be submitted (if > 1 acre). For questions regarding Water Quality Control Division COAs, please contact Andrew Wemmer at Andrew.wemmer@ssf.net or (650) 829-3840. 303 1341 San Mateo Avenue Conditions of Approval Page 25 of 28 CITY OF SOUTH SAN FRANCISCO FIRE DEPARTMENT FIRE PREVENTION DIVISION PLAN CHECK COMMENTS DATE: October 15, 2024 PERMIT NUMBER: P24-0065 PROJECT ADDRESS: 1341 San Mateo Ave. REVIEWED BY: Ian Hardage, Battalion Chief Fire Marshal 1. Projects shall be designed and constructed in compliance with established regulations as adopted by the City of South San Francisco affecting or related to structures, processes, premises, and safeguards in effect at the time of building permit application. 2. Fire service features for buildings, structures and premises shall comply with all City adopted building standards in effect at the time of building permit application. 3. Permit(s) shall be required as set forth in adopted California Building Code (CBC) Section 105 and California Fire Code (CFC) Sections 105.5 and 105.6. Submittal documents consisting of construction documents, statement of special inspection, geotechnical report, referenced documents, and other data shall be submitted electronically with each permit application. The construction documents shall be prepared by a registered design professional. Where special conditions exist, the code official is authorized to require additional construction documents to be prepared by a registered design professional. 4. Construction documents shall be to scale (graphic scale required on all plan sheets), dimensioned and drawn on suitable electronic media. Construction documents shall be of sufficient clarity to indicate the location, nature and extent of the work proposed and show in detail that it will conform to the provisions of adopted codes and relevant laws, ordinances, rules, and regulations, as determined by the fire code official. 5. Shop/construction drawings for the fire protection system(s) and other hazardous operations regulated by the fire department shall be submitted directly to the Fire Department to indicate conformance with adopted codes and standards. The construction documents shall be approved prior to the start of system installation. 6. The construction documents submitted with the application for permit shall be accompanied by a site plan showing to scale the size and location of new construction and existing structures on the site, distances from lot lines, the established street grades and the proposed finished grades and it shall be drawn in accordance with an accurate boundary line survey. In the case of demolition, the site plan shall show construction to be demolished and the location and size of existing structure and construction that are to remain on the site or plot. 7. Where fire apparatus access roads or a water supply for fire protection are required to be installed, such protection shall be installed and made serviceable prior to and during the time of construction. a. Prior to submitting building permits a fire department access and water supply for firefighting site plan shall be submitted for review and approval directly to the Fire Department. b. The plan shall indicate the location of fire protection equipment, including standpipes, fire department connections and fire hydrants. 8. Prior to approval of planning permits, design documents for proposed fire service features, such as fire apparatus access road(s), access to building opening(s) and roof(s), premise identification, key 304 1341 San Mateo Avenue Conditions of Approval Page 26 of 28 boxes, fire protection water supplies, fire department connection location(s), and fire command center location(s) shall be submitted to the fire department for review and approval. a. Where fire apparatus access roads or a water supply for fire protection are required to be installed, such protection shall be installed and made serviceable prior to and during the time of construction except where approved alternative methods of protection are provided. Temporary street signs shall be installed at each street intersection where construction of new roadways allows passage by vehicles. b. Construction documents for proposed fire apparatus access, location of fire lanes, security gates across fire apparatus access roads and construction documents and hydraulic calculations for fire hydrant systems shall be submitted to the fire department for review and approval prior to approval. 9. An approved water supply capable of supplying the required fire flow for fire protection shall be provided to premises on which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction, in accordance with CFC Section 507, Appendices B & C. a. Fire-flow requirements for buildings or portions of buildings and facilities shall be determined by adopted CFC Appendix B and SSF Municipal Code. b. Fire hydrant systems shall comply with adopted CFC Section 507.5.1 through 507.5.8 and Appendix C. 10. Prior to issuance of building permits, the owner or owner’s authorized agent shall be responsible for the development, implementation, and maintenance of an approved written site safety plan approved by the fire code official in accordance with CBC & CFC Chapter 33. 11. Fire apparatus access roads shall be approved by the fire code official, installed and maintained in accordance with CFC Section 503 and Appendix D. a. Approved fire apparatus access roads shall be provided for every facility, building or portion of a building hereafter constructed or moved into or within the jurisdiction in accordance with adopted codes and standards at time of building permit application. i. Traffic calming measures (bollards, speed cushions, humps, undulations, etc.) are required to be approved by the fire code official prior to installation. ii. Should a security gate(s) be planned to serve the facility, they shall be approved by the fire code official prior to installation. b. Where the vertical distance between the grade plane and the highest roof surface exceeds 30 feet, approved aerial fire apparatus access roads shall be provided in accordance with CFC D105. For purposes of this requirement, the highest roof surface shall be determined by measurement to the eave of a pitched roof, the intersection of the roof to the exterior wall, or the top of parapet walls, whichever is greater. Aerial fire apparatus access roads shall have a minimum unobstructed width of 26 feet, exclusive of shoulders, in the immediate vicinity of the building or portion thereof. One or more of the required access routes meeting this condition shall be located not less than 15 feet and not greater than 30 feet from the building and shall be positioned parallel to one entire long-side of the building or as approved by the fire code official. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. There shall be no architectural features, projections or obstructions that would limit the articulation of the aerial apparatus. c. Required Fire Department access roads shall be signed “No Parking – Fire Lane” per current Fire Department standards and California Vehicle Code (CVC) Section 22500. 305 1341 San Mateo Avenue Conditions of Approval Page 27 of 28 d. A Fire Department key box shall be provided on the front of each structure for access to fire protection equipment within the building. If the building is provided with a fire command center a second key box will be required at that location. 12. The provisions of the locally adopted CFC shall specify where fire protection and life safety systems are required and shall apply to the design, installation, inspection, operation, testing and maintenance of all fire protection systems. a. Approved automatic fire sprinkler systems in new buildings and structures shall be provided in the locations described in locally adopted and amended CFC Sections 903.2. Approved automatic fire sprinkler systems in existing buildings and structures shall be provided in locations described in adopted CFC Section 903.6. i. Structure will be required to be protected by an automatic fire sprinkler system. 1. Fire Department Connection (FDC) for the sprinkler and/or standpipe systems shall be located on the street frontage side of the structure or facing and directly accessible to approved fire apparatus access roadway fully visible and recognizable from the street when approved by the fire code official, and within 100 feet an approved fire hydrant. 13. Prior to issuance of building permits, in accordance with CFC Section 105.6 the fire code official shall have the authority to require fire construction permit documents and calculations for all fire protection and life safety systems and to require permits be issued for the installation, rehabilitation or modification of any fire protection and life safety systems. Construction documents for fire protection and life safety systems shall be submitted for review and approval prior to system installation. Only the following fire construction permits are approved for deferred submittal: (1) Automatic fire extinguishing systems, (2) Emergency responder communication coverage system (ERCCS), and (3) Fire alarm and detection systems and related equipment. 14. Prior to issuance of any building or construction permits for the construction of public improvements, the final design for all public improvements shall be reviewed and approved by the City Engineer, Fire Marshal, and Chief Planner. 15. The following is a list of submittal items that are required by the Fire Department as a condition of approval of this planning permit and shall be submitted directly to the Fire Department prior to submitting any for any building permits, additional items may be called out based on subsequent reviews: a. Fire apparatus access site plan and fire protection water supply For any questions, please contact the listed plan reviewer at (650) 829-6645. 306 1341 San Mateo Avenue Conditions of Approval Page 28 of 28 SAN FRANCISCO PUBLIC UTILITIES COMMISSION (SFPUC) CONDITIONS 1. The Public Notice states that the project scope will stay within the existing footprint. If this is the case, we do not anticipate any impact to our water transmission pipeline, Crystal Springs Pipeline No. 1, located in the Public Right of Way under Lowrie Avenue. If, however, the project involves staging within the public right-of-way, then we ask that the project sponsor to coordinate with Emily Read, Right of Way Manager at ERead@sfwater.org. 2. If the proposed project involves digging or excavation around or near the SFPUC's pipeline, please require that the project sponsor submit an Underground Service Alert (USA) request prior to commencing construction and further review will be required. Please coordinate with our Land Engineering Team, Tracy Leung and Stacie Feng at SFeng@sfwater.org. This project may require further review under the SFPUC's Project Review process. Additional information regarding Project Review can be found here: https://sfpuc.org/construction- contracts/lands-rights-of-way/project-review-and-land-use-bay-area. For questions regarding SFPUC COAs, please contact Elton Wu at EWu@sfwater.org or (415) 971-7657. 307 S T U D I O architecture + engineering 23 ORCHARD ROAD, SUITE 200 LAKE FOREST,CA 92630 T 949.380.3970 F 949.380.3771 1341 SAN MATEO SOUTH SAN FRANSISCO CA 94080 COVER SHEET 11.08.24 SHEET 1 NOT TO SCALE SITE LOCATION A SELF-STORAGE DEVELOPMENT FOR BUCHANAN STREET L.P. NOT TO SCALE 30 8 UP UP T 12 0 ' - 4 " 20' BLDG SETBACK RA I S E D P L A N T E R 186'-8" PROPOSED 3-STORY SELF-STORAGE 59,893 S.F. FLOOR AREA ZONE: MIH F.F.= 13'-0" 2' 6' - 6 " RA I S E D P L A N T E R OFFICE 597 S.F.LOBBY (E) D R A I N A G E EASE M E N T 1 OPEN SPACE 1,430 S.F. (INCLUDES PLANTER) ACCESS EASEMENT PARKING EASEMENT SA N M A T E O A V E N U E L O W R I E A V E N U E E X I S T I N G D R I V E W A Y EX I S T I N G D R I V E W A Y 629 S.F. 595 S.F. (E) ADJACENT BUILDING (NOT A PART) DRAINAGE EASEMENT (E) ADJACENT BUILDING (NOT A PART) WA T E R P I P E E A S E M E N T (E) DRIVEWAY CURBS FIRE ELEC/DAS ROOM STAIR 1 STAIR 2 86 ' - 8 " TRASH 24 ' DR I V E A I S L E 18 ' 24 ' DR I V E A I S L E 20' BLDG SETBACK BENCH 6 5 4 3 2 ADA PATH OF TRAVEL TREE WELL WITH SILVA CELL SYSTEM 7'-1" SE C T I O N A - A SE C T I O N A - A LOA D I N G A R E A BREAK ROOM TEL. BACK BOARD 8'-6"9'9'9'8'-6"8'-6" 10x15 150 S.F. EMPLOYEE EATING AREA. TABLE & SEATING UNDER A PERGOLA F.F.=11'-0" F.F.=11'-0" 199'-7 " 94'- 2 " > 6 6 ' - 6 " OPEN SPACE 384 S.F. TREE WELL WITH SILVA CELL SYSTEM TREE WELL WITH SILVA CELL SYSTEM TREE WELL WITH SILVA CELL SYSTEM OPEN SPACE 1,793 S.F. (INCLUDES PLANTER) S T U D I O architecture + engineering 23 ORCHARD ROAD, SUITE 200 LAKE FOREST,CA 92630 T 949.380.3970 F 949.380.3771 1341 SAN MATEO AVENUE SOUTH SAN FRANCISCO, CA 94080 SHEET 2 CONCEPTUAL SITE PLAN NORTH 10.30.24 0 16'8'32'4' scale: 3/32" = 1'-0" ϭϭ͘Ϭϴ͘Ϯϰ 30 9 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 12 13 13 A C D E F G H J K LB M N P R S T U WQ A C D E F G H J K LB M N P R S T U WQ V V 192'-0" 10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"5'-8" 12 0 ' - 4 " 9' - 8 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 8 " STAIR 1 ELEC/DAS ROOM 204 S.F. FIRST FLOOR GROSS AREA 20,668 SF OFFICE 588 S.F. STAIR 2 10'-0" FIRE 50 S.F. LOBBY 399 S.F. TRASH ENCLOSURE 158 S.F. 5x12 5x15 3CY 3CY 1' - 0 " 2'-7" 10x1510x1510x15 10x10 10x10 10x10 10x10 10x105x10 10x13 ELEV 02 ELEV 01 EMR 163 S.F. 10'-0"6'-4" 10x10 5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x5 10x30 10x30 10x30 10x30 10x30 5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x5 10x10 10x10 10x10 10x10 10x10 10x1510x15 5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x10 5x10 5x10 5x10 5x10 5x10 5x10 10x10 10x10 10x10 10x10 10x10 10x30 10x30 10x30 10x30 10x30 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 10x10 10x30 5x10 5x10 5x10 5x10 5x10 10x1510x1510x15 10x10 10x10 10x10 10x10 10x10 10x1510x15 10x10 10x10 10x1510x15 10x30 10x3010x30 10x15 5x5 5x5 5x5 10x1510x1510x1010x2010x2010x25 10x12 10x12 10x12 8x15 5x5 5'-4" 5x55x5 5' - 0 " 5'-0"5'-0" 10x13 5' - 0 " 5' - 0 " 5'-0"5'-2" 5'-0"5'-0" UP UP 5x15 5'-0" 13x15 10x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x15 38 ' - 2 " TEL. BACK BOARD 5x15 BREAK ROOM 5x5 S T U D I O architecture + engineering 23 ORCHARD ROAD, SUITE 200 LAKE FOREST,CA 92630 T 949.380.3970 F 949.380.3771 1341 SAN MATEO SOUTH SAN FRANSISCO CA 94080 CONCEPTUAL FIRST FLOOR PLAN 09.12.24 SCALE: 3/32"=1'-0" SHEET 3.1 NORTH ϭϭ͘Ϭϴ͘Ϯϰ 31 0 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 12 13 13 A C D E F G H J K LB M N P R S T U WQ A C D E F G H J K LB M N P R S T U WQ V V 192'-0" 10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"5'-8" 12 0 ' - 4 " 9' - 8 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 8 " STAIR 1 ELEC/DAS ROOM 204 S.F. FIRST FLOOR GROSS AREA 20,668 SF OFFICE 588 S.F. STAIR 2 10'-0" FIRE 50 S.F. LOBBY 399 S.F. TRASH ENCLOSURE 158 S.F. 3CY 3CY 1' - 0 " 2'-7" ELEV 02 ELEV 01 EMR 163 S.F. 10'-0"6'-4" 8x15 5'-4" 5' - 0 " 5'-0"5'-0" 5' - 0 " 5' - 0 " 5'-0"5'-2" 5'-0"5'-0" UP UP 5'-0" 13x15 38 ' - 2 " TEL. BACK BOARD BREAK ROOM FIRST FLOOR MEZZANINE 20,668 X 13 = 6,889 SF ALLOWED ACTUAL = 6,883 S.F. 5x5 5'-0" 5x10 5' - 6 " 10 ' - 0 " 5' - 0 " DN DN 5' - 0 " 5'-0" 9' - 8 " 10x10 10x1510x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x15 38 ' - 2 " 8' - 0 " 8x10 7.5x13 7.5x13 8x17 5x5 10x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x10 5x10 8x108x108x108x108x108x108x108x108x108x108x108x108x10 5x8 5x5 L5x10 L5x10 L5x10 L5x10 L5x10 L 5x10 L5x10 L5x10 L5x10 L5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x5 L 5x5 L 5x10 L5x10 L5x10 L5x10 L5x10 L5x10 L5x10 L5x10 L5x10 L5x10 L5x10 L 5x5 L 5x5 L 5x5 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L5x10 L5x10 L5x10 L5x10 L 5x10 L5x10 L5x10 L5x10 L5x10 L 5x10 L 5x10 L 5x10 L 5x10 L5x10 L5x10 L 5x10 L5x10 L5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x5 L5x5 L5x5 L S T U D I O architecture + engineering 23 ORCHARD ROAD, SUITE 200 LAKE FOREST,CA 92630 T 949.380.3970 F 949.380.3771 1341 SAN MATEO SOUTH SAN FRANSISCO CA 94080 CONCEPTUAL FIRST FLOOR LOCKER PLAN & MEZZANINE FLOOR LEVEL 09.12.24 SCALE: 3/32"=1'-0" SHEET 3.2 NORTH ϭϭ͘Ϭϴ͘Ϯϰ 31 1 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 12 13 13 A C D E F G H J K LB M N P R S T U WQ A C D E F G H J K LB M N P R S T U WQ V V 192'-0" 6'-4"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"5'-8" 12 0 ' - 4 " 9' - 8 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 8 " STAIR 1 SECOND FLOOR 20,668 SF STAIR 2 10'-0" LOBBY 5x5 5x5 5x5 5x5 5x5 10x10 10x10 10x10 10x10 10x10 10x10 5x5 5x5 5x5 5x5 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x1010x1010x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 5x5 5x5 5x10 5x10 10x15 10x20 10x205x1010x7.5 10x2010x1510x10 10x8.5 23x10 ELEV 02 ELEV 01 10x20 10x20 10x18 10'-0" 10x20 5x105x105x105x105x105x105x105x105x105x10 5x5 5x5 5x5 5x5 5x5 10x10 10x10 10x10 10x10 10x10 5x5 5x5 10x15 5x5 5x5 5x5 10x1510x1510x1510x15 5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x10 5x1510x1510x1510x1510x1510x1510x15 5x10 5x15 10x1010x10 5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x10 5x1510x1510x1510x1510x1510x1510x15 10x10 10x10 5x10 5x1510x1510x1510x1510x1510x15 5x105x105x105x105x105x105x105x10 5x105x105x105x10 5x5 5x5 5x5 5x5 5x10 5x10 5x5 5x5 5x5 5x55x10 5x10 10x18 10x15 5'-4"5'-0"5'-0" 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 3' - 0 " 3'-0" 10x10 10x10 10x7.5 10x7.5 10x7.5 5x7.5 DISPLAY 10x16.5 10x16.55x7.5 5x5 5x5 5x5 5x5 5x5 5x10 5x15 5x5 5x5 5x10 5'-0" 5'-0" 5'- 0 " 5x105x105x105x105x105x105x105x10 5x105x105x105x105x10 5x10 5x105x105x105x105x105x105x105x10 5x105x105x105x105x10 5x105x10 5x10 5x10 10x10 S T U D I O architecture + engineering 23 ORCHARD ROAD, SUITE 200 LAKE FOREST,CA 92630 T 949.380.3970 F 949.380.3771 1341 SAN MATEO SOUTH SAN FRANSISCO CA 94080 CONCEPTUAL SECOND FLOOR PLAN 09.12.24 SCALE: 3/32"=1'-0" SHEET 3.3 NORTH ϭϭ͘Ϭϴ͘Ϯϰ 31 2 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 12 13 13 A C D E F G H J K LB M N P R S T U WQ A C D E F G H J K LB M N P R S T U WQ V V 192'-0" 6'-4"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"5'-8" 12 0 ' - 4 " 9' - 8 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 8 " STAIR 1 SECOND FLOOR 20,668 SF STAIR 2 10'-0" LOBBY 23x10 ELEV 02 ELEV 01 10'-0" 5'-4"5'-0"5'-0" 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 3' - 0 " 3'-0" DISPLAY 5'-0" 5'-0" 5'- 0 " 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x10 L 5x10 L 5x10 L 5x10 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x5 L 5x5 L5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x5 L5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x5 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x5 L 5x5 L 5x10 L 5x10 L5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x5 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x5 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x5 L 5x5 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L S T U D I O architecture + engineering 23 ORCHARD ROAD, SUITE 200 LAKE FOREST,CA 92630 T 949.380.3970 F 949.380.3771 1341 SAN MATEO SOUTH SAN FRANSISCO CA 94080 CONCEPTUAL SECOND FLOOR LOCKERS PLAN 09.12.24 SCALE: 3/32"=1'-0" SHEET 3.4 NORTH ϭϭ͘Ϭϴ͘Ϯϰ 31 3 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 12 13 13 A C D E F G H J K LB M N P R S T U WQ A C D E F G H J K LB M N P R S T U WQ V V 192'-0" 6'-4"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"5'-8" 12 0 ' - 4 " 9' - 8 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 8 " STAIR 1 THIRD FLOOR 20,668 SFSTAIR 2 10'-0" LOBBY ELEV 02 ELEV 01 10'-0" 5'-4"5'-0"5'-0" 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 3' - 0 " 3'-0" DISPLAY 5x5 5x5 5x5 5x5 5x5 10x10 10x10 10x10 10x10 10x10 10x10 5x5 5x5 5x5 5x5 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x1010x1010x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 5x5 5x5 5x10 5x10 10x15 10x20 10x205x1010x7.5 10x2010x1510x10 10x8.5 10x20 10x20 10x20 5x105x105x105x105x105x105x105x105x105x10 5x5 5x5 5x5 5x5 5x5 10x10 10x10 10x10 10x10 10x10 5x5 5x5 10x15 5x5 5x5 5x5 10x1510x1510x1510x15 5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x10 5x1510x1510x1510x1510x1510x1510x15 5x10 5x15 10x1010x10 5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x10 5x1510x1510x1510x1510x1510x1510x15 10x10 10x10 5x10 5x1510x1510x1510x1510x1510x15 5x105x105x105x105x105x105x105x10 5x105x105x105x10 5x5 5x5 5x5 5x5 5x10 5x10 5x5 5x5 5x5 5x55x10 5x10 10x15 10x10 10x10 10x7.5 10x7.5 10x7.5 5x7.5 10x16.8 10x16.85x7.5 5x5 5x5 5x5 5x5 5x5 5x10 5x15 5x5 5x5 5x10 5'-0" 5'-0" 23x10 10x18 10x18 5x105x105x105x105x105x105x105x10 5x105x105x105x105x10 5x10 5x105x105x105x105x105x105x105x10 5x105x105x105x105x10 5x105x10 5x10 5x10 10x10 S T U D I O architecture + engineering 23 ORCHARD ROAD, SUITE 200 LAKE FOREST,CA 92630 T 949.380.3970 F 949.380.3771 1341 SAN MATEO SOUTH SAN FRANSISCO CA 94080 CONCEPTUAL THIRD FLOOR PLAN 09.12.24 SCALE: 3/32"=1'-0" SHEET 3.5 NORTH ϭϭ͘Ϭϴ͘Ϯϰ 31 4 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 12 13 13 A C D E F G H J K LB M N P R S T U WQ A C D E F G H J K LB M N P R S T U WQ V V 192'-0" 6'-4"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"5'-8" 12 0 ' - 4 " 9' - 8 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 8 " STAIR 1 THIRD FLOOR 20,668 SFSTAIR 2 10'-0" LOBBY ELEV 02 ELEV 01 10'-0" 5'-4"5'-0"5'-0" 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 3' - 0 " 3'-0" DISPLAY 5'-0" 5'-0" 23x10 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x10 L 5x10 L 5x10 L 5x10 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x5 L 5x5 L5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x5 L5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x5 L 5x5 L 5x5 L5x5 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x5 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x5 L 5x5 L 5x10 L 5x10 L5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x5 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x5 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x5 L 5x5 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L 5x10 L S T U D I O architecture + engineering 23 ORCHARD ROAD, SUITE 200 LAKE FOREST,CA 92630 T 949.380.3970 F 949.380.3771 1341 SAN MATEO SOUTH SAN FRANSISCO CA 94080 CONCEPTUAL THIRD FLOOR PLAN LOCKERS 09.12.24 SCALE: 3/32"=1'-0" SHEET 3.6 NORTH ϭϭ͘Ϭϴ͘Ϯϰ 31 5 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 12 13 13 A C D E F G H J K LB M N P R S T U WQ A C D E F G H J K LB M N P R S T U WQ V V 192'-0" 6'-4"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"5'-8" 12 0 ' - 4 " 9' - 8 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 8 " STAIR BELOW STAIR BELOW T.O. ELEVATOR PENTHOUSE= 52'-10" 1/ 4 " S L O P E 56'-4" T.O. PARAPET 1/ 4 " S L O P E 1/ 4 " S L O P E 1/ 4 " S L O P E 1/ 4 " S L O P E 60'-4" T.O. PARAPET 57'-4" T.O. PARAPET 1/ 4 " S L O P E 54'-2" T.O. PARAPET 54'-2" T.O. PARAPET 54'-2" T.O. PARAPET 54'-2" T.O. PARAPET 54'-2" T.O. PARAPET 54'-2" T.O. PARAPET 56'-4" T.O. PARAPET 1/2" S L O P E 1/2" S L O P E 1/2" S L O P E 1/2" S L O P E 54'-2" T.O. PARAPET 1/2" S L O P E 1/2" S L O P E 1/2" S L O P E 1/2" S L O P E 1/2" S L O P E 1/2" S L O P E 1/2" S L O P E 1/2 " S L O P E 1/ 4 " S L O P E T.O. SCREEN= 57'-4 3/8" 50'-6 1/4" T.O. ROOF 51'-9 1/4" T.O. ROOF 51'-9 " T.O. ROOF 51'-9 " T.O. ROOF 51'-9 1/4" T.O. ROOF T.O. SCREEN= 57'-4 3/8"T.O. SCREEN= 57'-4 3/8" 50'-6 1/4" T.O. ROOF 1/2" S L O P E 1/2" S L O P E 1/2" S L O P E 1/2" S L O P E S T U D I O architecture + engineering 23 ORCHARD ROAD, SUITE 200 LAKE FOREST,CA 92630 T 949.380.3970 F 949.380.3771 1341 SAN MATEO SOUTH SAN FRANSISCO CA 94080 CONCEPTUAL ROOF PLAN 09.09.24 SCALE: 3/32"=1'-0" SHEET 4 NORTH ϭϭ͘Ϭϴ͘Ϯϰ 31 6 S T U D I O architecture + engineering 23 ORCHARD ROAD, SUITE 200 LAKE FOREST,CA 92630 T 949.380.3970 F 949.380.3771 1341 SAN MATEO AVENUE SOUTH SAN FRANCISCO, CA 94080 CONCEPTUAL BUILDING SECTION NORTH 09.09.24 0 16'8'32'4' scale: 3/32" = 1'-0" SHEET SECTION A-A FIRST FLOOR EL= 0'- 0" A.F.F. MEZZANINE LEVEL EL= 9'- 4" A.F.F. SECOND FLOOR EL= 19'- 8" A.F.F. THIRD FLOOR EL= 35'- 0" A.F.F. T.O. ROOF EL= 50'- 4" A.F.F. T.O.P. EL= 54'- 4" A.F.F. MAXIMUM HEIGHT ALLOWED EL= 65'- 0" A.F.F. STORAGE AREA 9' - 4 " 12 ' ST O R A G E + L O C K E R S 12 ' ST O R A G E + L O C K E R S 12 ' ST O R A G E + L O C K E R S STORAGE AREA STORAGE AREA STORAGE AREA 10 ' - 4 " 15 ' - 4 " 15 ' - 4 " SECTION A-A 5 ϭϭ͘Ϭϴ͘Ϯϰ 31 7 11.08.24 318 11.08.24 319 320 11.08.24 321 322 11.08.24 323 UP UP T 12 0 ' - 4 " 20' BLDG SETBACK RA I S E D P L A N T E R 186'-8" PROPOSED 3-STORY SELF-STORAGE 59,893 S.F. FLOOR AREA ZONE: MIH F.F.= 13'-0" 2' 6' - 6 " RA I S E D P L A N T E R OFFICE 597 S.F.LOBBY (E) D R A I N A G E EAS E M E N T 1 OPEN SPACE 1,430 S.F. (INCLUDES PLANTER) ACCESS EASEMENT PARKING EASEMENT SA N M A T E O A V E N U E L O W R I E A V E N U E E X I S T I N G D R I V E W A Y EX I S T I N G D R I V E W A Y 629 S.F. 595 S.F. DRAINAGE EASEMENT WA T E R P I P E E A S E M E N T (E) DRIVEWAY CURBS FIRE ELEC/DAS ROOM STAIR 1 STAIR 2 86 ' - 8 " TRASH 24 ' DR I V E A I S L E 18 ' 24 ' DR I V E A I S L E 20' BLDG SETBACK BENCH 6 5 4 3 2 ADA PATH OF TRAVEL TREE WELL WITH SILVA CELL SYSTEM 7'-1" LOA D I N G A R E A BREAK ROOM TEL. BACK BOARD 8'-6"9'9'9'8'-6"8'-6" 10x15 150 S.F. EMPLOYEE EATING AREA. TABLE & SEATING UNDER A PERGOLA F.F.=11'-0" F.F.=11'-0" 199'-7 " 94'-2 " > 6 6 ' - 6 " OPEN SPACE 384 S.F. TREE WELL WITH SILVA CELL SYSTEM TREE WELL WITH SILVA CELL SYSTEM TREE WELL WITH SILVA CELL SYSTEM OPEN SPACE 1,793 S.F. (INCLUDES PLANTER) 15.00' B S B L EX. 8 WATER USESIZEQUANTITYSYMBOLBOTANICAL NAME COMMON NAME PLANT LEGEND 724" BOX LOWBRISBANE BOX 2 MODSEARSIA LANCEA AFRICAN SUMAC 36" BOX 18 LOW5 GAL 58 LOW5 GAL 31 LOW5 GAL LOW1 GAL @ 48" OC LANDSCAPE NOTES ·ALL LANDSCAPE AREAS TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. ·LANDSCAPING IS TO CONFORM TO ALL APPLICABLE CODES & ORDINANCES. ·PROPERTY OWNER SHALL BE RESPONSIBLE FOR ALL ON-SITE LANDSCAPING AS SHOWN. ·ALL TREES WITHIN 5' OF HARDSCAPE TO HAVE A 12" DEEP LINEAR ROOT BARRIER. ·ALL PLANTER AREAS TO RECEIVE A 3" LAYER OF SHREDDED ORGANIC MULCH. ·SOIL COMPACTION TO BE NO GREATER THAN 85% ON LANDSCAPE AREAS. ·ALL FINISH GRADES TO BE 1-1/2" BELOW FINISH SURFACE PAVING. ·AGRONOMICAL SOIL TESTING REPORT TO BE PROVIDED BY CONTRACTOR. ·USE ONLY APPROVED PLANTING MEDIA AT DESIGNATED UNDERGROUND PLANTER LOCATIONS. 624" BOX LOWARBUTUS UNEDO STRAWBERRY TREE 61 LOW5 GAL LOW1 GAL @ 60" OC CALLISTEMON 'LITTLE JOHN' DIANELLA REVOLUTA CVS. HESPERALOE PARVIFLORA MUHLENBERGIA 'REGAL MIST' BACCHARIS.P 'PIGEON POINT ' ROSMARINUS 'HUNTINGTON CARPET' ANGULAR 4-6" COBBLE ANGULAR GRANITE BOULDER LOPHOSTEMON CONFERTUS DWARF BOTTLEBRUSH FLAX LILY RED YUCCA PINK MUHLY GRASS DWARF COYOTE BRUSH HUNTINGTON CARPET ROSEMARY - STANDARD TRUNK - STANDARD TRUNK S T U D I O architecture + engineering 23 ORCHARD ROAD, SUITE 200 LAKE FOREST,CA 92630 T 949.380.3970 F 949.380.3771 1341 SAN MATEO AVENUE SOUTH SAN FRANCISCO, CA 94080 SHEET 6 11.4.24 CONCEPTUAL LANDSCAPE PLAN 0 10'5 20' scale: 1" = 10'-0" NORTH ϭϭ͘Ϭϴ͘Ϯϰ 32 4 CALLISTEMON 'LITTLE JOHN' S T U D I O architecture + engineering 23 ORCHARD ROAD, SUITE 200 LAKE FOREST,CA 92630 T 949.380.3970 F 949.380.3771 1341 SAN MATEO AVENUE SOUTH SAN FRANCISCO, CA 94080 SHEET 7 11.4.24 PLANTING IMAGE BOARD SEARSIA LANCEALOPHOSTEMON CONFERTUS HESPERALOE PARVIFLORA MUHLENBERGIA 'REGAL MIST' ROSMARINUS 'HUNTINGTON CARPET' DIANELLA REVOLUTA ARBUTUS 'MARINA' BACCHARIS 'PIGEON POINT' ϭϭ͘Ϭϴ͘Ϯϰ 32 5 EMR ELEV 01 ELEV 02 LOBBY FIRE STAIR 2 OFFICE ELEC ROOM DAS STAIR 1 TRASH (E) ADJACENT BUILDING (NOT A PART) (E) ADJACENT BUILDING (NOT A PART) 629 SF L O W R I E A V E N U E SA N M A T E O A V E N U E PROPOSED 3-STORY SELF-STORAGE T NORTH SITE PLAN PHOTOMETRIC S T U D I O architecture + engineering 23 ORCHARD ROAD, SUITE 200 LAKE FOREST,CA 92630 T 949.380.3970 F 949.380.3771 1341 SAN MATEO AVENUE SOUTH SAN FRANCISCO, CA 94080 TITLE ELECTRICAL PHOTOMETRIC PLAN DATE 09.06.2024 SCALE: 1"=20'-0" SHEET# E1 10 ϭϭ͘Ϭϴ͘Ϯϰ 32 6 LUMINAIRE SCHEDULE Symbol Label Qty File Lumens LLF WattsCatalog Number Description Lamp STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min LIT AREA 2.1 fc 10.4 fc 0.2 fc 52.0:1 10.5:1 MOUNTING HEIGHT AFG OA 10 LNC2-18LU-4K-4 Hubbell Outdoor 18-HICHIA4KLED LNC2-18LU-4K- 4.ies 4270 0.81 42 16' AFG TYPE OBTYPE OA THE STORAGE FACILITY LIGHT FIXTURES WILL BE IN OPERATION DURING ALL HOURS OF DARKNESS. OPERATION HOURS ARE FROM 6AM - 9PM. ALL LIGHT FIXTURES ARE FLAT LENSED AND FULL CUT-OFF TO MEET ALL ENERGY COMPLIANCE CRITERIA. OB 2 LCL4-40LW-EU.ies 2,616 0.81 19LCL4-40LW LED LENSED STRIP 10' AFG- PHOTOMETRIC INFORMATION S T U D I O architecture + engineering 23 ORCHARD ROAD, SUITE 200 LAKE FOREST,CA 92630 T 949.380.3970 F 949.380.3771 1341 SAN MATEO AVENUE SOUTH SAN FRANCISCO, CA 94080 TITLE ELECTRICAL PHOTOMETRIC PLAN STATISTICS DATE 09.06.2024 SCALE: NONE SHEET# E2 11 ϭϭ͘Ϭϴ͘Ϯϰ 32 7 11.08.24 SHEET 12 328 ABBREVIATIONS AC ASPHALTIC CONCRETE APN ASSESSORS PARCEL NUMBER ASV/BFP ANTI-SIPHON VALVE/BACKFLOW PREVENTER BD BRASS DISK BFP BACKFLOW PREVENTION DEVICE BLDG BUILDING BM BENCHMARK BOL BOLLARD BW BACK OF WALK CAB CABINET CATV CABLE TELEVISION CB CATCH BASIN C GS CONC GRADE SPOT ELEVATION CL CENTERLINE CLDR CNETERLINE DOOR CO CLEAN OUT COL COLUMN CONC CONCRETE DI DRAIN INLET DN DOCUMENT NUMBER E ELECTRIC EB ELECTRIC BOX ELEC ELECTRIC EP EDGE OF PAVEMENT FC FACE OF CURB FDC FIRE DEPARTMENT CONNECTION FACE OF CURB FDC FIRE DEPARTMENT CONNECTION FF FINISHED FLOOR FH FIRE HYDRANT FL FLOWLINE FNC FENCE GL GAS LINE GM GAS METER GND GROUND GV GAS VALVE HB HOSE BIBB HCR HANDICAP RAMP HP HIGH POINT INV INVERT IP IRON PIPE JP JOINT POLE LG LIP OF GUTTER LSCP LANDSCAPING MON MONUMENT OR OFFICIAL RECORD PB PULL BOX PL PROPERTY LINE PLS PROFESSIONAL LAND SURVEYOR PVC POLYVINYL CHLORIDE PIPE R/W RIGHT-OF-WAY RBC REBAR & CAP RCP REINFORCED CONCRETE PIPE REBAR & CAP RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN (R)DENOTES RADIAL BEARING (R#)DENOTES RECORD REFERENCE SD STORM DRAIN SDUH STORM DRAIN UTILITY HOLE SQ.FT.SQUARE FOOT SS SANITARY SEWER SSCO SANITARY SEWER CLEANOUT SSUH SANITARY SEWER UTILITY HOLE SW SIDEWALK TC TOP OF CURB UH UTILITY HOLE USA UNDERGROUND SERVICE ALERT WB/WV WATER BOX/WATER VALVE UB UTILITY BOX UH UTILITY HOLE UNK UNKNOWN UTIL UTILITY VLT VAULT W WATER WB WATER BOX WM WATER METER WV WATER VALVE 12.45 EB 3.9' IN 12.59 E CAB 2.7' IN SDDI 1.0' IN 11.00 WM 0.4' OUT ASV/BFP 0.6' IN SDDI 1.5' IN CL GM 4.6' OUT SDDI ON PL FDC 4.1' OUT ASV/BFP 3.1' OUT A/C UNIT X6 ±0.9' IN SIGN ON PL ELEC CONDUIT 4.8' IN 36 " H D P E ( P E R B L O C K M A P ) 16 " V C P ( P E R B L O C K M A P ) 27 " V C P ( P E R B L O C K M A P S ) 36 " H D P E ( P E R B L O C K M A P ) 8" V C P ( P E R B L O C K M A P ) 7 X 5 . 5 S D BOX C U L V E R T (PER B L O C K M A P ) 18 " C M P ( P E R B L O C K M A P ) 7 X 5.5 SD BOX CULVERT (PER BLOCK MAP) 24 " R C P ( P E R B L O C K M A P ) 36 " C M P ( P E R B L O C K M A P ) 30 " C M P ( P E R B L O C K M A P ) 24" C M P ( P E R B L O C K M A P ) 7 X 5.5 SD BOX CULVERT (PER BLOCK MAP) 7 X 5 . 5 S D BOX C U L V E R T (PER B L O C K M A P ) 15" METAL 12 " R C P SITE ACCESS SITE ACCESS SITE ACCESS R=2,320.68' Δ=4°22'21" L=177.10' N50 ° 0 4 ' 3 2 " W 1 9 3 . 5 9 ' N81°25'52"W 33.00' N0 8 ° 3 4 ' 0 8 " E 61 . 6 3 ' N1 1 ° 3 3 ' 0 6 " E 45 . 6 9 ' S72°54'36"E 236.42' R=2,350.68' Δ=19°19'00" L=792.51' S0 7 ° 5 3 ' 2 9 " W 25 5 . 2 5 ' S71°16'12"E(R) 30.00' S A N M A T A O A V E N U E 60 ' R / W - A P U B L I C S T R E E T L O W R I E A V E N U E 6 0 ' R / W - A P U B L I C S T R E E T SIGN ON PL ELEVATED SIGN 0.1' IN PL-FC 7.0' PL-FC 7.0' PL-FC 7.3' PL-FC 14.2' PL-FC9.8' PL-FC 11.2' SITE BENCHMARK BKF CONTROL POINT NO. 5 SET MAG NAIL & WASHER ON AC ELEVATION = 10.83 FEET (NAVD88) LANDS OF JOHN J RAJASEKARAN APN: 015-112-400 015-112-760 AREA = 30,249± SQ.FT. BLDG-P L 5 . 2 ' BLDG-PL 4 . 9 ' BLDG-PL 1 6 . 0 ' BLDG-PL 1 6 . 2 ' COPYRIGHT © BKF ENGINEERS 2024 5 C 7 5 8 1 1 MI C H A E L A . O ' C O N N E L L 0 9 / 0 6 / 2 0 2 4 NO T F O R C O N S T R U C T I O N PR E L I M I N A R Y DA T E : BK F E N G I N E E R S 15 0 C A L I F O R N I A S T R E E T SU I T E 6 0 0 SA N F R A N C I S C O , C A 9 4 1 1 1 (4 1 5 ) 9 3 0 - 7 9 0 0 ww w . b k f . c o m C1.0 EXISTING CONDITIONS.dwgPlo t S e p 0 6 , 2 0 2 4 a t 4 : 5 1 p m 13 4 1 S A N M A T E O A V E N U E AP N 0 1 5 - 1 1 2 - 4 0 0 & 0 1 5 - 1 1 2 - 7 6 0 13 4 1 S A N M A T E O A V E N U E , S O U T H S A N F R A N C I S C O , S A N M A T E O C O U N T Y , C A L I F O R N I A 1" = 10'scale 10 0 10 feet 20 1 C1.0 EX I S T I N G C O N D I T I O N S 329 SECTION A-A H: 1"=5' V: 1"=5' SECTION B-B H: 1"=5' V: 1"=5' SITE ACCESS SITE ACCESS S A N M A T A O A V E N U E 60 ' R / W - A P U B L I C S T R E E T L O W R I E A V E N U E 6 0 ' R / W - A P U B L I C S T R E E T T RA I S E D P L A N T E R PROPOSED 3-STORY SELF-STORAGE 59,893 S.F. FLOOR AREA ZONE: MIH F.F.= 13'-0" RA I S E D P L A N T E R OFFICE 400 S.F.LOBBY 5 OPEN SPACE 1,862 S.F. (INCLUDES PLANTER) 629 SF 595 SF FIRE DAS ELEC STAIR 1 STAIR 2 TRASH MEZZANINE 6,831 S.F. PARKING 5x5 5x12 5x10 5x5 5x5 5x5 5x5 5x5 10x20 10x20 10x20 10x20 5x15 5x12 5x12 5x12 5x12 5x12 5x12 5x15 5x15 CO CO CO CO CO CO CO CO CO CO A - B - COPYRIGHT © BKF ENGINEERS 2024 5 C 7 5 8 1 1 MI C H A E L A . O ' C O N N E L L 0 9 / 0 6 / 2 0 2 4 NO T F O R C O N S T R U C T I O N PR E L I M I N A R Y DA T E : BK F E N G I N E E R S 15 0 C A L I F O R N I A S T R E E T SU I T E 6 0 0 SA N F R A N C I S C O , C A 9 4 1 1 1 (4 1 5 ) 9 3 0 - 7 9 0 0 ww w . b k f . c o m C2.0 PRELIMINARY GRADING PLAN.dwgPlo t S e p 0 6 , 2 0 2 4 a t 4 : 5 2 p m 13 4 1 S A N M A T E O A V E N U E AP N 0 1 5 - 1 1 2 - 4 0 0 & 0 1 5 - 1 1 2 - 7 6 0 13 4 1 S A N M A T E O A V E N U E , S O U T H S A N F R A N C I S C O , S A N M A T E O C O U N T Y , C A L I F O R N I A 1" = 10'scale 10 0 10 feet 20 2 C2.0 PR E L I M I N A R Y G R A D I N G P L A N 330 12.45 EB 3.9' IN 12.59 E CAB 2.7' IN SDDI 1.0' IN CL GM 4.6' OUT SDDI ON PL A/C UNIT X6 ±0.9' IN ELEC CONDUIT 4.8' IN 36 " H D P E ( P E R B L O C K M A P ) 16 " V C P ( P E R B L O C K M A P ) 27 " V C P ( P E R B L O C K M A P S ) 36 " H D P E ( P E R B L O C K M A P ) 8" V C P ( P E R B L O C K M A P ) 7 X 5 . 5 S D BOX C U L V E R T (PER B L O C K M A P ) 18 " C M P ( P E R B L O C K M A P ) 7 X 5.5 SD BOX CULVERT (PER BLOCK MAP) 24 " R C P ( P E R B L O C K M A P ) 36 " C M P ( P E R B L O C K M A P ) 30 " C M P ( P E R B L O C K M A P ) 24" C M P ( P E R B L O C K M A P ) 7 X 5.5 SD BOX CULVERT (PER BLOCK MAP) 7 X 5 . 5 S D BOX C U L V E R T (PER B L O C K M A P ) 15" METAL 12 " R C P SITE ACCESS SITE ACCESS S A N M A T A O A V E N U E 60 ' R / W - A P U B L I C S T R E E T L O W R I E A V E N U E 6 0 ' R / W - A P U B L I C S T R E E T PL-FC 7.0' L-FC 7.0' L-FC 7.3' PL-FC 14.2' PL-FC9.8' PL-FC 11.2' T RA I S E D P L A N T E R PROPOSED 3-STORY SELF-STORAGE 59,893 S.F. FLOOR AREA ZONE: MIH F.F.= 13'-0" RA I S E D P L A N T E R OFFICE 400 S.F.LOBBY 5 OPEN SPACE 1,862 S.F. (INCLUDES PLANTER) 629 SF 595 SF FIRE DAS ELEC STAIR 1 STAIR 2 TRASH MEZZANINE 6,831 S.F. PARKING 5x5 5x12 5x10 5x5 5x5 5x5 5x5 5x5 10x20 10x20 10x20 10x20 5x15 5x12 5x12 5x12 5x12 5x12 5x12 5x15 5x15 COPYRIGHT © BKF ENGINEERS 2024 5 C 7 5 8 1 1 MI C H A E L A . O ' C O N N E L L 0 9 / 0 6 / 2 0 2 4 NO T F O R C O N S T R U C T I O N PR E L I M I N A R Y DA T E : BK F E N G I N E E R S 15 0 C A L I F O R N I A S T R E E T SU I T E 6 0 0 SA N F R A N C I S C O , C A 9 4 1 1 1 (4 1 5 ) 9 3 0 - 7 9 0 0 ww w . b k f . c o m C3.0 PRELIMINARY UTILITY PLAN.dwgPlo t S e p 0 6 , 2 0 2 4 a t 4 : 5 2 p m 13 4 1 S A N M A T E O A V E N U E AP N 0 1 5 - 1 1 2 - 4 0 0 & 0 1 5 - 1 1 2 - 7 6 0 13 4 1 S A N M A T E O A V E N U E , S O U T H S A N F R A N C I S C O , S A N M A T E O C O U N T Y , C A L I F O R N I A 1" = 10'scale 10 0 10 feet 20 3 C3.0 PR E L I M I N A R Y U T I L I T Y P L A N 331 LEGEND DMA BIO-RETENTION PLANTER TREATMENT AREA DRAINAGE AREA DRAINAGE AREA SIZE (SF) IMPERVIOUS PAVEMENT AREA (SF) PERVIOUS PAVEMENT AREA (SF)LANDSCAPE AREA (SF)ROOF AREA (SF)REQUIRED TREATMENT AREA (SF) (4% METHOD) PROVIDED TREATMENT AREA (SF) PROPOSED TREATMENT CONTROLS DMA-1 12,351 1,035 0 1,233 10,082 445 629 BIORETENTION/ FLOW-THROUGH PLANTER DMA-2 13,455 1,207 0 1,662 10,585 472 595 BIORETENTION/ FLOW-THROUGH PLANTER DMA-3 4,446 1,015 2,982 449 0 0 0 PERVIIOUS PAVEMENT (SELF-TREATING) DMA-1 OFFSITE 3,863 3,517 0 346 0 141 0 SILVA CELLS DMA-2 OFFSITE 3,577 3,533 0 44 0 142 0 SILVA CELLS DMA-3 OFFSITE 2,281 2,281 0 0 0 92 0 SILVA CELLS TOTAL 39,972 12,588 3,735 20,668 1,291 7 X 5 . 5 S D BOX C U L V E R T (PER B L O C K M A P ) 18 " C M P ( P E R B L O C K M A P ) 7 X 5.5 SD BOX CULVERT (PER BLOCK MAP) 24 " R C P ( P E R B L O C K M A P ) 36 " C M P ( P E R B L O C K M A P ) 30 " C M P ( P E R B L O C K M A P ) 24" C M P ( P E R B L O C K M A P ) 7 X 5.5 SD BOX CULVERT (PER BLOCK MAP) 7 X 5 . 5 S D BOX C U L V E R T (PER B L O C K M A P ) 15" METAL 12 " R C P SITE ACCESS SITE ACCESS S A N M A T A O A V E N U E 60 ' R / W - A P U B L I C S T R E E T L O W R I E A V E N U E 6 0 ' R / W - A P U B L I C S T R E E T T RA I S E D P L A N T E R RIDGE PROPOSED 3-STORY SELF-STORAGE 59,893 S.F. FLOOR AREA ZONE: MIH F.F.= 13'-0" RA I S E D P L A N T E R OFFICE 400 S.F.LOBBY 5 OPEN SPACE 1,862 S.F. (INCLUDES PLANTER) 629 SF 595 SF FIRE DAS ELEC STAIR 1 STAIR 2 TRASH MEZZANINE 6,831 S.F. PARKING 5x5 5x12 5x10 5x5 5x5 5x5 5x5 5x5 10x20 10x20 10x20 10x20 5x15 5x12 5x12 5x12 5x12 5x12 5x12 5x15 5x15 DMA-3 OFFSITE DMA-2 OFFSITEDMA-2DMA-1 DMA-3 DMA-1 OFFSITE COPYRIGHT © BKF ENGINEERS 2024 5 C 7 5 8 1 1 MI C H A E L A . O ' C O N N E L L 0 9 / 0 6 / 2 0 2 4 NO T F O R C O N S T R U C T I O N PR E L I M I N A R Y DA T E : BK F E N G I N E E R S 15 0 C A L I F O R N I A S T R E E T SU I T E 6 0 0 SA N F R A N C I S C O , C A 9 4 1 1 1 (4 1 5 ) 9 3 0 - 7 9 0 0 ww w . b k f . c o m C4.0 PRELIMINARY SWC PLAN.dwgPlo t S e p 0 6 , 2 0 2 4 a t 4 : 5 7 p m 13 4 1 S A N M A T E O A V E N U E AP N 0 1 5 - 1 1 2 - 4 0 0 & 0 1 5 - 1 1 2 - 7 6 0 13 4 1 S A N M A T E O A V E N U E , S O U T H S A N F R A N C I S C O , S A N M A T E O C O U N T Y , C A L I F O R N I A 1" = 10'scale 10 0 10 feet 20 4 C4.0 PR E L I M I N A R Y S T O R M W A T E R C O N T R O L P L A N 141 142 92 332 LEGEND VP PL-FC 7.0' L-FC 7.0' PL-FC 7.3' PL-FC 14 PL-FC9.8 PL-FC 11.2 RIDGE STAIR 1 DAS 50 S.F. ELEC (BELOW) FIRST FLOOR 20,668 SF OFFICE 400 S.F. STAIR 2 FIRE 50 S.F. LOBBY 5x5 5x12 5x10 5x5 5x5 5x5 5x5 5x5 10x20 10x20 10x20 10x20 TRASH ENCLOSURE FIRST FLOOR MEZZANINE 20,668 X 13 = 6,889 SF ALLOWED ACTUAL = +/-6,831 S.F. 5x15 5x12 5x12 5x12 5x12 5x12 5x12 5x15 5x15 3CY 3CY R=2,320.68' Δ=4°22'21" L=177.10' N50 ° 0 4 ' 3 2 " W 1 9 3 . 5 9 ' N81°25'52"W 33.00' N0 8 ° 3 4 ' 0 8 " E 61 . 6 3 ' N1 1 ° 3 3 ' 0 6 " E 45 . 6 9 ' S72°54'36"E 236.42' R=2,350.68' Δ=19°19'00" L=792.51' S0 7 ° 5 3 ' 2 9 " W 25 5 . 2 5 ' S71°16'12"E(R) 30.00' S A N M A T A O A V E N U E 60 ' R / W - A P U B L I C S T R E E T L O W R I E A V E N U E 6 0 ' R / W - A P U B L I C S T R E E T CO CO CO CO CO CO CO CO CO CO COPYRIGHT © BKF ENGINEERS 2024 5 C 7 5 8 1 1 MI C H A E L A . O ' C O N N E L L 0 9 / 0 6 / 2 0 2 4 NO T F O R C O N S T R U C T I O N PR E L I M I N A R Y DA T E : BK F E N G I N E E R S 15 0 C A L I F O R N I A S T R E E T SU I T E 6 0 0 SA N F R A N C I S C O , C A 9 4 1 1 1 (4 1 5 ) 9 3 0 - 7 9 0 0 ww w . b k f . c o m C5.0 FIRE ACCESS PLAN.dwgPlo t S e p 0 6 , 2 0 2 4 a t 4 : 5 3 p m 13 4 1 S A N M A T E O A V E N U E AP N 0 1 5 - 1 1 2 - 4 0 0 & 0 1 5 - 1 1 2 - 7 6 0 13 4 1 S A N M A T E O A V E N U E , S O U T H S A N F R A N C I S C O , S A N M A T E O C O U N T Y , C A L I F O R N I A 1" = 10'scale 10 0 10 feet 20 A AERIAL APPARATUS ACCESS - SAN MATEO AVE 5 C5.0 FI R E A C C E S S P L A N 333 334 335 336 337 338 339 340 341 City of South San Francisco Legislation Text P.O. Box 711 (City Hall, 400 Grand Avenue) South San Francisco, CA File #:25-166 Agenda Date:2/20/2025 Version:1 Item #:3 Re-affirmation of the previous appointment of a subcommittee to serve as the appeals panel for appeals regarding Chapter 8.70 of Title 8 of the South San Francisco Municipal Code related to property owner obligations to tenants displaced from unsafe or substandard units (Adena Friedman,Chief Planner and Alexandra Wolf, Assistant City Attorney) City of South San Francisco Printed on 2/13/2025Page 1 of 1 powered by Legistar™342 City of South San Francisco Legislation Text P.O. Box 711 (City Hall, 400 Grand Avenue) South San Francisco, CA File #:25-91 Agenda Date:2/20/2025 Version:1 Item #:4 Annual Reorganization of the Chair and Vice Chair of the South San Francisco Planning Commission (Adena Friedman, Chief Planner) RECOMMENDATION Staff recommends that the Planning Commissioners nominate and vote to approve a Chair and Vice Chair for the Planning Commission. BACKGROUND/DISCUSSION The Planning Commission elects a Chair and Vice Chair at the first regular meeting held in the year.As such,staff is requesting that the Commissioners nominate and appoint a Chair and Vice Chair.Traditionally,the Vice Chair is nominated for the Chair role and a Vice Chair is nominated from the remaining Commissioners that did not serve during the previous calendar year in either the Chair or Vice Chair role. CONCLUSION Under Chair Faria’s leadership, the Planning Commission meetings have been efficient, organized, and inclusive. Staff congratulates and thanks Chair Faria for his efforts and leadership. As stated above, staff recommends the nomination and appointment of a new Chair and Vice Chair for the Planning Commission. City of South San Francisco Printed on 2/13/2025Page 1 of 1 powered by Legistar™343