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CEQA - Initial Study, MND, and MMRP CITY OF CAMPBELL Community Development Department NOTICE OF INTENT TO ADOPT A MITIGATED NEGATIVE DECLARATION October 9, 2019 Lead Agency: City of Campbell, 70 N. 1st St., Campbell CA, 95008 Contact Person: Daniel Fama, Senior Planner – (408) 866-2193 / danielf@campbellca.gov Project Title: Campbell Trojan Self-Storage Project Project Location: 680, 700, 710, 750 E McGlincy Ln., Campbell, CA 95008 Note: The project site is not listed on the Hazardous Waste and Substances Sites List as set forth in Government Code Section 65962.5. Project Description: The proposed project includes the following land use entitlement requests: Zoning Map Amendment (PLN2018-336): To amend the Campbell Zoning Map to rezone 680 and 700 E. McGlincy Lane from C-PD (Condominium Planned Development) to M-1 (Light Industrial). Conditional Use Permit with Site and Architectural Review (PLN2018-337): To allow construction of an approximately 156,500 square-foot 3-story self-storage facility including a basement level and caretaker/employee housing unit, associated site, lighting, parking, and landscaping improvements, an increased floor area ratio (FAR) of 1.26, an adjustment to the landscape requirements, and an increase to the allowable fence height. Tentative Vesting Parcel (PLN2018-338): To merge existing parcels and abandon existing public and private easements and to create a new parcel and associated public and private easements. Major Modification (PLN2019-114): To formally eliminate Phases 3 and 4 of the McGlincy Business Center Project located at 710 and 750 E McGlincy Lane. NOTICE IS HEREBY GIVEN that the City of Campbell has prepared a draft Mitigated Negative Declaration, pursuant to Public Resources Code Section 21092(b)(1), for the above described project. The Initial Study prepared by the City was undertaken for the purpose of determining whether the project may have a significant effect on the environment. On the basis of the Initial Study, the Community Development Director has determined that the project will not have a significant effect on the environment due to the incorporation of certain mitigation measures, and therefore, has prepared a draft Mitigated Negative Declaration for consideration by the Planning Commission and City Council. PUBLIC REVIEW PERIOD: A 20-day public review period for the draft Mitigated Negative Declaration will commence on October 9, 2019 through October 29, 2019 (closing at 5:00 PM) for interested individuals and public agencies to submit written comments on the document. Any comments on the draft Mitigated Negative Declaration must be submitted to the City in writing at the above address or by email to the project planner at danielf@campbellca.gov before the close of the public review period. Comments may also be received at public hearings on the project. The Initial Study and draft Mitigated Negative Declaration are available for review from 8:00 AM to 5:00 PM at the Campbell Community Development Department, City Hall, 70 North First Street, Campbell, CA and online at http://www.cityofcampbell.com/501/Public-Notices under 'Environmental Notices'. PUBLIC HEARINGS: The Planning Commission and City Council are tentatively scheduled to consider the proposed project and draft Mitigated Negative Declaration at public hearings to be held on November 12, 2019 and December 3, 2019, respectively. The meetings will be held at 7:30 p.m., or shortly thereafter, in the City Hall City Council Chambers, 70 North First Street, Campbell, CA. PLANNING COMMISSION CITY OF CAMPBELL PAUL KERMOYAN, SECRETARY CITY OF CAMPBELL Community Development Department 70 North First Street • Campbell, CA 95008-1423 • TEL (408) 866-2140 • FAX (408) 866-5140 • E-MAIL planning@cityofcampbell.com MITIGATED NEGATIVE DECLARATION The Community Development Director has reviewed the proposed project described below to determine whether it could have a significant effect on the environment as a result of the project completion. “Significant effect on the environment” means a substantial, or potentially substantial, adverse change in any of the physical conditions within the area affected by the project including land, air, water, minerals, flora, fauna, ambient noise, and objects of historic or aesthetic significance. Project Title: Campbell Trojan Self-Storage Project Project Address: 680 and 700 E McGlincy Ln., Campbell, CA 95008 (Primary) 710 and 750 E McGlincy Ln., Campbell, CA 95008 (Secondary) Entitlement(s): Zoning Map Amendment (PLN2018-336): To amend the Campbell Zoning Map to rezone 680 and 700 E. McGlincy Lane from C-PD (Condominium Planned Development) to M-1 (Light Industrial). Conditional Use Permit with Site and Architectural Review (PLN2018-337): To allow construction of an approximately 156,500 square-foot 3-story self- storage facility including a basement level and caretaker/employee housing unit, associated site, lighting, parking, and landscaping improvements, an increased floor area ratio (FAR) of 1.26, an adjustment to the landscape requirements, and an increase to the allowable fence height. Tentative Vesting Parcel (PLN2018-338): To merge existing parcels and abandon existing public and private easements and to create a new parcel and associated public and private easements. Major Modification (PLN2019-114): To formally eliminate Phases 3 and 4 of the McGlincy Business Center Project located at 710 and 750 E McGlincy Lane. Zoning District (E): C-PD (Condominium Planned Development) Zoning District (P): M-1 (Light Industrial) General Plan: Light Industrial Project Sponsor: Kelly Snider on behalf of Trojan Storage 1732 Aviation Blvd. Redondo Beach, CA 92078 Property Owners: Trojan Storage of Campbell LLC 680-700 McGlincy Ln. Campbell, CA 95008 Mitigated Negative Declaration ~ Campbell Trojan Self-Storage Project Page 2 of 5 Lead Agency: City of Campbell, Community Development Department 70 N. First Street, Campbell, CA 95008 Contact Person: Daniel Fama, Senior Planner (408) 866-2193 | danielf@campbellca.gov Date Posted: October 9, 2019 Other public agencies whose approval is required: None Project Location and Surrounding Land Use: The project site is composed of two one acre (approximately) parcels, located along the south side of E. McGlincy Lane, between Westchester and Forman Drives. The project site is located within the C-PD (Condominium Planned Development) Zoning District and the Light Industrial General Plan Land Use District. The site abuts single-family residences along Regis Drive to the south, and is adjacent to the McGlincy Business Center, a commercial/industrial condominium complex to the east, and various industrial uses to the north and west. The site is currently developed with an outdoor cargo storage container facility, Instant Storage Service. Project Description: The proposed project includes an application for a Conditional Use Permit with Site and Architectural Review to allow construction of a three-story self-storage facility with a basement level, totaling approximately 156,500 square-feet. The facility would include a ground-floor office and a second-floor caretaker living unit. To facilitate the construction, the proposed project also includes a Zoning Map Amendment to revert the zoning to M-1 (Light Industrial) and a Tentative Parcel Map to merge the two existing parcels into one and remove and replace existing private easements. A Planned Development Permit Modification is also proposed to severe the phasing relationship between the project site and the adjacent McGlincy Businesses Center property so that each may maintain its own independent land use approval. Finding: The Community Development Director finds that the project described above will not have a significant effect on the environment in that the attached Initial Study identifies one or more potentially significant effects on the environment for which the project proponent, before public release of this draft Mitigated Negative Declaration, has made or agrees to make project revisions that clearly mitigate the effects to a less than significant level. Mitigation Measures Included in the Project to Reduce Potentially Significant Environmental Effects to a Less Than Significant Level: Air Quality - AQ Mitigation Measure AQ-1: Include measures to control dust and exhaust during construction: During any construction period ground disturbance, the applicant shall ensure that the project contractor implement measures to control dust and exhaust. Implementation of the measures recommended by BAAQMD and listed below would reduce the air quality impacts associated with grading and new construction to a less-than-significant level. Additional measures are identified to reduce construction equipment exhaust emissions. The contractor shall implement the following best management practices that are required of all projects: 1. All exposed surfaces (e.g., parking areas, staging areas, soil piles, graded areas, and unpaved access roads) shall be watered two times per day. Mitigated Negative Declaration ~ Campbell Trojan Self-Storage Project Page 3 of 5 2. All haul trucks transporting soil, sand, or other loose material off-site shall be covered. 3. 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. 4. All vehicle speeds on unpaved roads shall be limited to 15 miles per hour (mph). 5. 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. 6. Idling times shall be minimized either by shutting equipment off when not in use or reducing the maximum idling time to 5 minutes (as required by the California airborne toxics control measure Title 13, Section 2485 of California Code of Regulations [CCR]). Clear signage shall be provided for construction workers at all access points. 7. All construction equipment shall be maintained and properly tuned in accordance with manufacturer’s specifications. All equipment shall be checked by a certified mechanic and determined to be running in proper condition prior to operation. 8. 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 Air District’s phone number shall also be visible to ensure compliance with applicable regulations. Mitigation Measure AQ-2: Selection of equipment during construction to minimize emissions. Such equipment selection would include the following: The project shall develop a plan demonstrating that the off-road equipment used on-site to construct the project would achieve a fleet-wide average 85-percent reduction in DPM exhaust emissions or greater. Specifically, all diesel-powered off-road equipment, larger than 25 horsepower, operating on the site for more than two days continuously shall, at a minimum, meet U.S. EPA NOx and particulate matter emissions standards for Tier 3 engines and this equipment shall include CARB- certified Level 3 Diesel Particulate Filters9 or equivalent. Equipment that meets U.S. EPA Tier 4 interim standards or use of equipment that is electrically powered or uses non-diesel fuels would meet this requirement. Cultural Resources – CUL Mitigation Measure CUL-1: If archaeological or paleontological resources are encountered during excavation or construction, construction personnel shall be instructed to immediately suspend all activity in the immediate vicinity of the suspected resources and the City and a licensed archeologist or paleontologist shall be contacted to evaluate the situation. A licensed archeologist or paleontologist shall be retained to inspect the discovery and make any necessary recommendations to evaluate the find under current CEQA guidelines prior to the submittal of a resource mitigation plan and monitoring program to the City for review and approval prior to the continuation of any on-site construction activity. Mitigated Negative Declaration ~ Campbell Trojan Self-Storage Project Page 4 of 5 Mitigation Measure CUL-2: In the event a human burial or skeletal element is identified during excavation or construction, work in that location shall stop immediately until the find can be properly treated. The City and the Santa Clara County Coroner’s office shall be notified. If deemed prehistoric, the Coroner’s office would notify the Native American Heritage Commission who would identify a "Most Likely Descendant (MLD)." The archeological consultant and MLD, in conjunction with the project sponsor, shall formulate an appropriate treatment plan for the find, which might include, but not be limited to, respectful scientific recording and removal, being left in place, removal and reburial on site, or elsewhere. Associated grave goods are to be treated in the same manner. Geology and Soils – GEO Mitigation Measure GEO-1: The applicant shall comply with the recommendations in the Geotechnical Evaluation, dated August 24, 2018 prepared by EEI Engineering Solutions. Such recommendations shall be incorporated into the project’s final engineering design as submitted to the Campbell Building Division for issuance of a building permit. The project shall use standard engineering techniques and conform to the requirements of the International Building Code to reduce the potential for seismic damage and risk to future occupants. Hazards and Hazardous Materials - HAZ Mitigation Measure HAZ-1: Prior to issuance of a demolition permit, a qualified contractor shall assess the property for presence of Lead-based paint (LBP) and Asbestos containing building materials (ACBM), and if present, prepare a plan, to the satisfaction of the Building Official, to properly manage and dispose of such materials. Noise - NOI Mitigation Measure NOI-1: The following measures shall be implemented during all phases of the project (e.g. demolition, grading, and construction): • In accordance with the Campbell Municipal Code, construction activities shall be limited to the hours between 8:00 a.m. and 5:00 p.m., Monday through Friday, and between 9:00 a.m. to 4:00 p.m. on Saturdays, with no construction occurring on Sundays or Holidays. • Equip all internal combustion engine-driven equipment with intake and exhaust mufflers that are in good condition and appropriate for the equipment. • Unnecessary idling of internal combustion engines should be strictly prohibited. • Locate stationary noise-generating equipment, such as air compressors or portable power generators, as far as possible from sensitive receptors as feasible. • Utilize "quiet" air compressors and other stationary noise sources where technology exists. • Construction staging areas shall be established at locations that will create the greatest distance between the construction-related noise sources and noise-sensitive receptors nearest the project site during all project construction. Mitigated Negative Declaration ~ Campbell Trojan Self-Storage Project Page 5 of 5 • Control noise from construction workers’ radios to a point where they are not audible at existing residences bordering the project site. • The contractor shall prepare a detailed construction plan identifying the schedule for major noise-generating construction activities and notify in writing all adjacent business, residences, and other noise-sensitive land uses of the construction schedule. The construction plan shall identify a procedure for coordination with adjacent residential land uses so that construction activities can be scheduled to minimize noise disturbance. • Designate a "disturbance coordinator" who would be responsible for responding to any complaints about construction noise. The disturbance coordinator will determine the cause of the noise complaint (e.g., bad muffler, etc.) and will require that reasonable measures be implemented to correct the problem. Conspicuously post a telephone number for the disturbance coordinator at the construction site and include in it the notice sent to neighbors regarding the construction schedule. PUBLIC REVIEW PERIOD Any person may file a written protest of the draft Mitigated Negative Declaration during the public comment period running from October 9, 2019 through October 29, 2019 (closing at 5:00 PM). Such protest must be filed at the Community Development Department, City Hall, 70 North First Street, Campbell, California. The written protest should make a "fair argument" that the project will have one or more significant effects on the environment based on substantial evidence. Daniel Fama PROJECT PLANNER Senior Planner TITLE City of Campbell AGENCY _____________________________ October 7, 2019 SIGNATURE DATE Encl: Mitigation Monitoring and Reporting Program The Initial Study is available for review from 8:00 AM to 5:00 PM at the Campbell Community Development Department, City Hall, 70 North First Street, Campbell, CA and online at http://www.cityofcampbell.com/501/Public-Notices under ' Environmental Notices'. INITIAL STUDY Campbell Trojan Self‐Storage Project An environmental evaluation prepared in compliance with the California Environmental Quality Act Prepared by Daniel Fama, Senior Planner City of Campbell Community Development Department Planning Division 70 N. First Street Campbell, CA 95008 Public Review Period October 9, 2019 – October 29, 2019 Project Overview Page No. 2 I. PROJECT OVERVIEW Project Title: Campbell Trojan Self-Storage Project Project Address: 680 and 700 E McGlincy Ln., Campbell, CA 95008 (Primary) 710 and 750 E McGlincy Ln., Campbell, CA 95008 (Secondary) Entitlement(s): Zoning Map Amendment (PLN2018-336): To amend the Campbell Zoning Map to rezone 680 and 700 E. McGlincy Lane from C-PD (Condominium Planned Development) to M-1 (Light Industrial). Conditional Use Permit with Site and Architectural Review (PLN2018- 337): To allow construction of an approximately 156,500 square-foot 3- story self-storage facility including a basement level and caretaker/employee housing unit, associated site, lighting, parking, and landscaping improvements, an increased floor area ratio (FAR) of 1.26, an adjustment to the landscape requirements, and an increase to the allowable fence height. Tentative Vesting Parcel (PLN2018-338): To merge existing parcels and abandon existing public and private easements and to create a new parcel and associated public and private easements. Major Modification (PLN2019-114): To formally eliminate Phases 3 and 4 of the McGlincy Business Center Project located at 710 and 750 E McGlincy Lane. Zoning District (E): C-PD (Condominium Planned Development) Zoning District (P): M-1 (Light Industrial) General Plan: Light Industrial Project Sponsor: Kelly Snider on behalf of Trojan Storage 1732 Aviation Blvd. Redondo Beach, CA 92078 Property Owners: Trojan Storage of Campbell LLC 680-700 McGlincy Ln. Campbell, CA 95008 Lead Agency: City of Campbell, Community Development Department 70 N. First Street, Campbell, CA 95008 Contact Person: Daniel Fama, Senior Planner (408) 866-2193 | danielf@campbellca.gov Date Posted: October 9, 2019 Other public agencies whose approval is required: None Project Overview Page No. 3 Project Location and Surrounding Land Use: The project site is composed of two one acre (approximately) parcels, located along the south side of E. McGlincy Lane, between Westchester and Forman Drives. The project site is located within the C-PD (Condominium Planned Development) Zoning District and the Light Industrial General Plan Land Use District. The site abuts single-family residences along Regis Drive to the south, and is adjacent to the McGlincy Business Center, a commercial/industrial condominium complex to the east, and various industrial uses to the north and west. The site is currently developed with an outdoor cargo storage container facility, Instant Storage Service. The project site was intended as a second phase of the McGlincy Business Center commercial/industrial condominium project, located next door to the east. That project was originally approved in 2005-2006. However, due to the economic downturn, only the first phase was completed. The most recent extension of the project's approval expired in May 2014 However, the Parcel Map for the entire site was recorded and all off-site public improvements were completed. Proposed Project: The proposed project includes an application for a Conditional Use Permit with Site and Architectural Review to allow construction of a three-story self-storage facility with a basement level, totaling approximately 156,500 square-feet. The facility would include a ground- floor office and a second-floor caretaker living unit. To facilitate the construction, the proposed project also includes a Zoning Map Amendment to revert the zoning to M-1 (Light Industrial) and a Tentative Parcel Map to merge the two existing parcels into one and remove and replace existing private easements. A Planned Development Permit Modification is also proposed to severe the phasing relationship between the project site and the adjacent McGlincy Businesses Center property so that each may maintain its own independent land use approval. PROJECT DATA Existing Zoning: C-PD (Condominium Planned Development) Proposed Zoning: M-1 (Light Industrial) General Plan Designation: Light Industrial (No Proposed Change) Net Lot Size: 45,439 sq. ft. 45,838 sq. ft. 91,277 sq. ft. (2.1 acres) Building Areas: Storage Areas Other Areas 1st Level: 34,821 sq. ft. 1,152 sq. ft. (office) 2nd Level: 35,329 sq. ft. 857 sq. ft. (office + living area) 3rd Level: 42,713 sq. ft. 0 sq. ft. 112,863 sq. ft. 2,009 sq. ft. Total Area (Above Grade): 114,872 sq. ft. Basement Level: 41,585 sq. ft. 156,457 sq. ft (Total Building Area) Floor Area Ratio (FAR): 1.26 (114,872 sq. ft.) Building Height: 40 feet Parking: 49 spaces Project Exhibits – Project Location Page No. 4 Project Location Primary Site Secondary Site Project Exhibits – Existing Conditions Page No. 5 Existing Conditions Project Exhibits – Proposed Site Plan Page No. 6 Proposed Site Plan Project Exhibits – Vesting Tentative Parcel Map Page No. 7 Vesting Tentative Parcel Map Project Exhibits – Preliminary Grading and Drainage Plan Page No. 8 Preliminary Grading, Drainage, & Utility Plan Project Exhibits – Preliminary Stormwater Treatment Plan Page No. 9 Preliminary Stormwater Treatment Plan Project Exhibits – Preliminary Landscaping Plan Page No. 10 Preliminary Landscaping Plan Environmental Impact Evaluation – Overview Page No. 11 II. ENVIRONMENTAL IMPACT EVALUATION: The following evaluation has been prepared to determine if the proposed project may result in a “significant impact” on the environment. For the purposes of this study, a significant impact means a substantial or potentially substantial change in the physical environment. The following terms used in the evaluation are defined as specified below: "Potentially Significant Impact" means that there is either substantial evidence that an effect may be significant or, due to lack of existing information, may have potential to be a significant effect. "Less than Significant With Mitigation Incorporated" means the incorporation of one or more mitigation measures can reduce the effect from potentially significant to a less than significant level. "Less Than Significant Impact" means that there is sufficient evidence available to determine that the effect is less than significant and no mitigation is necessary to reduce the impact to a lesser level. "No Impact" means that the effect does not apply to the proposed project, or clearly will not impact nor be impacted by the project. A description of the proposed mitigation measures and the factual data or evidence used to reach conclusions regarding impact significance follows each section. The environmental factors checked below would be potentially affected by this project, involving at least one impact that is a "Less Than Significant with Mitigation Incorporation" as indicated by the checklist below: 1. Aesthetics 2. Agricultural & Forest Resources 3. Air Quality 4. Biological Resources 5. Cultural Resources 6. Energy 7. Geology/Soils 8. Greenhouse Gas Emissions 9. Hazards & Hazardous Materials 10. Hydrology/Water Quality 11. Land Use/Planning 12. Mineral Resources 13. Noise 14. Population/Housing 15. Public Services 16. Recreation 17. Transportation 18. Tribal Cultural Resources 19. Utilities/Service System 20. Wildfire 21. Mandatory Findings of Significance Environmental Impact Evaluation – Aesthetics Page No. 12 1. AESTHETICS Issues Except as provided in Public Resources Code Section 21099, would the project: Potentially Significant Impact Less than Significant With Mitigation Incorporated Less Than Significant Impact No Impact (a) Have a substantial adverse effect on a scenic vista? (b) Substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings within a State scenic highway? (c) In non-urbanized areas, substantially degrade the existing visual character or quality of public views of the site and its surroundings? (Public views are those that are experienced from publically accessible vantage point.) If the project is in an urbanized area, would the project conflict with applicable zoning and other regulations governing scenic quality? (d) Create a new source of substantial light or glare that would adversely affect day or nighttime views in the area? (a-c) – No Impact: The project will alter the existing visual character of the project site and its surroundings through demolition of existing structures and removal of cargo storage containers and construction of the proposed self-storage facility. However, since neither the project site, nor any area, roadway or view-corridor in vicinity of the project site, is a recognized scenic vista or scenic resource, these activities will not result in an adverse environmental affect. Further, the project is subject to various policies and strategies of the Campbell General Plan and Campbell Municipal Code (CMC), intended to facilitate development that improves the visual character of the community through good design and site planning and by an iterative design review and approval process that takes considers public input. (d) – Less than Significant Impact: New development projects are subject to the City of Campbell Lighting Design Standards (CMC Sec. 21.18.090) which requires lighting to be designed and installed so that light rays are not emitted across property lines. The proposed project incorporates lighting fixture details and a photometric plan that demonstrates compliance with these standards. At the perimeter property lines, the proposed project would not emit more than 0.5 foot-candles of lighting. In addition to lighting regulations set forth in the Campbell Municipal Code, the proposed project must comply with regulations set forth in the California Building Code (CBC) to reduce light impacts on neighboring businesses and residential uses. The CBC regulates lighting standards for both residential and non-residential development in the State of California. Regulations include the use of high-efficiency lighting, shielded or hooded in a way that reduces light or glare pollution from spilling onto adjacent properties. Provided that the proposed project is consistent with the Municipal Code lighting standards, and the CBC, impacts from lighting would be considered less-than-significant. Mitigation Measures(s): None Required. Environmental Impact Evaluation – Agricultural & Forestry Resources Page No. 13 2. AGRICULTURE & FORESTRY RESOURCES Issues1 Would the project: Potentially Significant Impact Less than Significant With Mitigation Incorporated Less Than Significant Impact No Impact (a) Convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance (Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to non-agricultural use? (b) Conflict with existing zoning for agricultural use, or a Williamson Act contract? (c) Conflict with existing zoning for, or cause rezoning of, forestland (as defined in Public Resources Code Section 12220(g)), timberland (as defined by Public Resources Code Section 4526), or timberland zoned Timberland Production (as defined by Government Code Section 51104(g))? (d) Result in the loss of forest land or conversion of forest land to non-forest use? (e) Involve other changes in the existing environment which, due to their location or nature, could result in conversion of Farmland, to non- agricultural use or conversion of forest land to non-forest use? (a) – No Impact: The project is not converting farmland nor an area designated as “Prime Farmland”, “Unique Farmland”, or “Farmland of Statewide Importance (Farmland)” (hereinafter collectively referred to as ‘farmland’) as shown on maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency. Therefore, it can be reasonably concluded that no impacts to farmland would result from the project. (b-c) – No Impact: The project site may have historically been used for agricultural production, but is no longer used for, nor zoned for, farmland or other agricultural or horticultural purpose. Neither the project site nor surrounding properties contain farmland, support agricultural activity, or subject to a Williamson Act contract that could be impacted by the project. Therefore, it can be reasonably concluded that no impacts to this issue topic would result from the project. (d) – No Impact: The project site is not defined as forestland, timberland, or timberland zoned Timberland Production. Therefore, it can be reasonably concluded that no impacts to this issue topic would result from the project. (e) – No Impact: Neither the project site nor properties in the vicinity of the project site are designated as farmland or forest land and, as a result, no changes to the existing environment, due to their location or nature, have been identified that would result in the conversion of Farmland, to non-agricultural use or conversion of forest land to non-forest use as a result of the project. Therefore, it can be reasonably concluded that no impacts to this issue topic would result from the project. Mitigation Measure(s): None Required. 1 In determining whether impacts to agricultural resources are significant environmental effects, lead agencies may refer to the California Agricultural Land Evaluation and Site Assessment Model (1997) prepared by the California Dept. of Conservation as an optional model to use in assessing impacts on agriculture and farmland. In determining whether impacts to forest resources, including timberland, are significant environmental effects, lead agencies may refer to information compiled by the California Department of Forestry and Fire Protection regarding the state’s inventory of forest land, including the Forest and Range Assessment Project and the Forest Legacy Assessment project; and forest carbon measurement methodology provided in Forest Protocols adopted by the California Air Resources Board. Environmental Impact Evaluation – Air Quality Page No. 14 3. AIR QUALITY Issues2 Would the project: Potentially Significant Impact Less than Significant With Mitigation Incorporated Less Than Significant Impact No Impact (a) Conflict with or obstruct implementation of the applicable air quality plan? (b) Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is in non-attainment under applicable federal or State ambient air quality standard? (c) Expose sensitive receptors to substantial pollutant concentrations? (d) Result in other emissions (such as those leading to odors) adversely affecting a substantial number of people? The following discussion is excerpted in part from Trojan Storage Facility Air Quality and Greenhouse Gas Assessment, prepared by Illingworth & Rodkin, Inc. for this project (reference Attachment 1). The project is located in Santa Clara County, which is in the San Francisco Bay Area Air Basin. Ambient air quality standards have been established at both the State and federal level. The Bay Area meets all ambient air quality standards with the exception of ground-level ozone, respirable particulate matter (PM10), and fine particulate matter (PM2.5). Air Pollutants of Concern High ozone levels are caused by the cumulative emissions of reactive organic gases (ROG) and nitrogen oxides (NOX). These precursor pollutants react under certain meteorological conditions to form high ozone levels. Controlling the emissions of these precursor pollutants is the focus of the Bay Area’s attempts to reduce ozone levels. The highest ozone levels in the Bay Area occur in the eastern and southern inland valleys that are downwind of air pollutant sources. High ozone levels aggravate respiratory and cardiovascular diseases, reduced lung function, and increase coughing and chest discomfort. Particulate matter is another problematic air pollutant of the Bay Area. Particulate matter is assessed and measured in terms of respirable particulate matter or particles that have a diameter of 10 micrometers or less (PM10) and fine particulate matter where particles have a diameter of 2.5 micrometers or less (PM2.5). Elevated concentrations of PM10 and PM2.5 are the result of both region wide (or cumulative) emissions and localized emissions. High particulate matter levels aggravate respiratory and cardiovascular diseases, reduce lung function, increase mortality (e.g., lung cancer), and result in reduced lung function growth in children. Toxic Air Contaminants Toxic air contaminants (TAC) are a broad class of compounds known to cause morbidity or mortality (usually because they cause cancer) and include, but are not limited to, the criteria air pollutants. TACs are found in ambient air, especially in urban areas, and are caused by industry, agriculture, fuel combustion, and commercial operations (e.g., dry cleaners). TACs are typically found in low concentrations, even near their source (e.g., diesel particulate matter [DPM] near a 2 Where available, the significance criteria established by the applicable air quality management district or air pollution control district may be relied upon to make the following determinations. Environmental Impact Evaluation – Air Quality Page No. 15 freeway). Because chronic exposure can result in adverse health effects, TACs are regulated at the regional, State, and federal level. Diesel exhaust is the predominant TAC in urban air and is estimated to represent about three- quarters of the cancer risk from TACs (based on the Bay Area average). According to the California Air Resources Board (CARB), diesel exhaust is a complex mixture of gases, vapors, and fine particles. This complexity makes the evaluation of health effects of diesel exhaust a complex scientific issue. Some of the chemicals in diesel exhaust, such as benzene and formaldehyde, have been previously identified as TACs by the CARB, and are listed as carcinogens either under the State's Proposition 65 or under the Federal Hazardous Air Pollutants programs. Regulatory Agencies CARB has adopted and implemented a number of regulations for stationary and mobile sources to reduce emissions of DPM. Several of these regulatory programs affect medium and heavy- duty diesel trucks that represent the bulk of DPM emissions from California highways. These regulations include the solid waste collection vehicle (SWCV) rule, in-use public and utility fleets, and the heavy-duty diesel truck and bus regulations. In 2008, CARB approved a new regulation to reduce emissions of DPM and nitrogen oxides from existing on-road heavy-duty diesel fueled vehicles. The regulation requires affected vehicles to meet specific performance requirements between 2014 and 2023, with all affected diesel vehicles required to have 2010 model-year engines or equivalent by 2023. These requirements are phased in over the compliance period and depend on the model year of the vehicle. The BAAQMD is the regional agency tasked with managing air quality in the region. At the State level, the CARB (a part of the California Environmental Protection Agency [EPA]) oversees regional air district activities and regulates air quality at the State level. The BAAQMD has published California Environmental Quality Act (CEQA) Air Quality Guidelines that are used in this assessment to evaluate air quality impacts of projects.2 City of Campbell General Plan The City of Campbell’s General Plan includes goals, policies, and strategies to improve air quality and meet the State and National ambient air quality standards. The following goals, policies, and actions are applicable to the proposed project: Goal CNR-11: Work toward improving air quality and meeting all federal and State ambient air quality standards. Policy CNR-11.2: Effects of Development on Air Quality: Use the City’s development review process and the California Environmental Quality Act to evaluate and mitigate the local and cumulative effects of new development on air quality Strategy CNR-11.2d: Construction Dust Control: Require dust control measures, including those included in the Santa Clara Valley Non-Point Pollution Control Program, during construction. Strategy CNR-11.2e: Buffering or Mitigation Requirements: Require adequate buffering or other mitigation of all potential air pollutant sources, including commercial and industrial emissions. Environmental Impact Evaluation – Air Quality Page No. 16 Sensitive Receptors There are groups of people more affected by air pollution than others. CARB has identified the following persons who are most likely to be affected by air pollution: children under 16, the elderly over 65, athletes, and people with cardiovascular and chronic respiratory diseases. These groups are classified as sensitive receptors. Locations that may contain a high concentration of these sensitive population groups include residential areas, hospitals, daycare facilities, elder care facilities, and elementary schools. The closest sensitive receptors to the project site are residences adjacent to the southern project boundary. There are additional residences at farther distances from the project site. Significance Thresholds In June 2010, BAAQMD adopted thresholds of significance to assist in the review of projects under CEQA and these significance thresholds were contained in the District’s 2011 CEQA Air Quality Guidelines. These thresholds were designed to establish the level at which BAAQMD believed air pollution emissions would cause significant environmental impacts under CEQA. The thresholds were challenged through a series of court challenges and were mostly upheld. BAAQMD updated the CEQA Air Quality Guidelines in 2017 to include the latest significance thresholds that were used in this analysis are summarized in Table 1. Environmental Impact Evaluation – Air Quality Page No. 17 (a) – Less than Significant Impact: BAAQMD is the regional agency responsible for overseeing compliance with State and Federal laws, regulations, and programs within the San Francisco Bay Area Air Basin (SFBAAB). BAAQMD, with assistance from the Association of Bay Area Governments (ABAG) and Metropolitan Transportation Commission (MTC), has prepared and implements specific plans to meet the applicable laws, regulations, and programs. The most recent and comprehensive of which is the Bay Area 2017 Clean Air Plan. The BAAQMD has also developed CEQA guidelines to assist lead agencies in evaluating the significance of air quality impacts. In formulating compliance strategies, BAAQMD relies on planned land uses established by local general plans. Land use planning affects vehicle travel, which in turn affects region-wide emissions of air pollutants and GHGs. The BAAQMD, with assistance from ABAG and MTC, has prepared and implemented the Clean Air Plan to meet the applicable laws, regulations, and programs. The primary goals of the Clean Air Plan are to attain air quality standards, reduce population exposure and protect public health, and reduce GHG emissions and protect the climate. The BAAQMD has also developed CEQA guidelines to assist lead agencies in evaluating the significance of air quality impacts. In formulating compliance strategies, BAAQMD relies on planned land uses established by local general plans. Land use planning affects vehicle travel, which in turn affects region-wide emissions of air pollutants and GHG. The project proposed land use is consistent with the City of Campbell General Plan designation for this site. The 2017 Clean Air Plan includes control measures that are intended to reduce air pollutant emissions in the Bay Area either directly or indirectly. The most recent clean air plan is the 2017 Clean Air Plan that was adopted by BAAQMD in April 2017. The proposed project would not conflict with the latest Clean Air planning efforts since 1) the project would have emissions below the BAAQMD thresholds (see Impact 2), 2) the project would be considered urban infill, 3) the project would be located near employment centers, and 4) the project would be located near transit with regional connections. (b) – Less than Significant Impact with Mitigation: The Bay Area is considered a non-attainment area for ground-level ozone and PM2.5 under both the Federal Clean Air Act and the California Clean Air Act. The area is also considered non- attainment for PM10 under the California Clean Air Act, but not the federal act. The area has attained both State and federal ambient air quality standards for carbon monoxide. As part of an effort to attain and maintain ambient air quality standards for ozone and PM10, the BAAQMD has established thresholds of significance for these air pollutants and their precursors. These thresholds are for ozone precursor pollutants (ROG and NOX), PM10, and PM2.5 and apply to both construction period and operational period impacts. The California Emissions Estimator Model (CalEEMod) Version 2016.3.2 was used to estimate emissions from construction and operation of the site assuming full build-out of the project. The project land use types and size, and anticipated construction schedule were input to CalEEMod. Construction Period Emissions CalEEMod provides annual emission estimates for both on-site and off-site construction activities. On-site activities are primarily made up of construction equipment emissions, while off-site activity includes worker, hauling, and vendor traffic. The construction schedule was based on information provided by the project applicant, but the equipment list was based on CalEEMod defaults for a project of this type and size. Environmental Impact Evaluation – Air Quality Page No. 18 The following proposed project land uses were inputted into CalEEMod: 157,467-sf entered as “General Light Industry” and 50 spaces entered as “Parking Lot” on a 2.1-acre site. In addition, 40,000-sf of building demolition was entered into the model. The construction schedule assumed that the project would be built out over a period of approximately 10 months. There were an estimated 220 construction workdays. Average daily emissions were computed by dividing the total construction emissions by the number of construction days. Table 2 shows average daily construction emissions of ROG, NOX, PM10 exhaust, and PM2.5 exhaust during construction of the project. As indicated in Table 2, predicted construction period emissions would not exceed the BAAQMD significance thresholds. Table 2. Construction Period Emissions Scenario ROG NOx PM10 Exhaust PM2.5 Exhaust Total construction emissions (tons) 1.1 tons 1.9 tons 0.1 tons 0.1 tons Average daily emissions (pounds)1 10 lbs./day 17.3 lbs./day 0.9 lbs./day 0.9 lbs./day BAAQMD Thresholds (pounds per day) 54 lbs./day 54 lbs./day 82 lbs./day 54 lbs./day Exceed Threshold? No No No No Notes: 1Assumes 220 workdays. Additionally, construction activities, particularly during site preparation and grading, would temporarily generate fugitive dust in the form of PM10 and PM2.5. Sources of fugitive dust would include disturbed soils at the construction site and trucks carrying uncovered loads of soils. Unless properly controlled, vehicles leaving the site would deposit mud on local streets, which could be an additional source of airborne dust after it dries. The BAAQMD CEQA Air Quality Guidelines consider these impacts to be less-than-significant if best management practices are implemented to reduce these emissions. Mitigation Measure AQ-1 would implement BAAQMD- recommended best management practices. (c) – Less than Significant Impact with Mitigation: Operational Community Health Risk Impacts Operation of the project is not expected to cause any localized emissions that could expose sensitive receptors to unhealthy air pollutant levels. When operating, the project would generate automobile traffic; however, these emissions are anticipated to result in fairly low impacts in terms of TAC or PM2.5 exposure. No stationary sources of TACs, such as diesel-powered emergency generators, are proposed as part of the project. Therefore, operational sources of TAC or PM2.5 would not be substantial and were not further evaluated. Construction Community Health Risk Impacts Project Construction Activity Construction equipment and associated heavy-duty truck traffic generates diesel exhaust are known as a TAC. These exhaust air pollutant emissions would not be considered to contribute substantially to existing or projected air quality violations. Construction exhaust emissions may still pose health Environmental Impact Evaluation – Air Quality Page No. 19 risks for sensitive receptors such as surrounding residents. The primary community risk impact issues associated with construction emissions are cancer risk and exposure to PM2.5. Diesel exhaust poses both a potential health and nuisance impact to nearby receptors. A health risk assessment of the project construction activities was conducted that evaluated potential health effects of sensitive receptors at these nearby residences from construction emissions of DPM and PM2.5. Dispersion modeling was conducted to predict the off-site concentrations resulting from project construction, so that lifetime cancer risks and non- cancer health effects could be evaluated. Construction Emissions The CalEEMod model provided total annual PM10 exhaust emissions (assumed to be DPM) for the off-road construction equipment and for exhaust emissions from on-road vehicles, with total emissions from all construction stages as 0.0913 tons (183 pounds). The on-road emissions are a result of haul truck travel during demolition and grading activities, worker travel, and vendor deliveries during construction. A trip length of one mile was used to represent vehicle travel while at or near the construction site. It was assumed that these emissions from on-road vehicles traveling at or near the site would occur at the construction site. Fugitive PM2.5 dust emissions were calculated by CalEEMod as 0.02361 tons (47 pounds) for the overall construction period. Dispersion Modeling The U.S. EPA AERMOD dispersion model was used to predict concentrations of DPM and PM2.5 concentrations at sensitive receptors (residences) in the vicinity of the project construction area. The AERMOD dispersion model is a BAAQMD-recommended model for use in modeling analysis of these types of emission activities for CEQA projects.7 The modeling utilized two area sources to represent the on-site construction emissions, one for exhaust emissions and one for fugitive dust emissions. To represent the construction equipment exhaust emissions, an emission release height of 6 meters (19.7 feet) was used for the area source. The elevated source height reflects the height of the equipment exhaust pipes plus an additional distance for the height of the exhaust plume above the exhaust pipes to account for plume rise of the exhaust gases. For modeling fugitive PM2.5 emissions, a near-ground level release height of 2 meters (6.6 feet) was used for the area source. Emissions from the construction equipment and on-road vehicle travel were distributed throughout the modeled area sources. Construction emissions were modeled as occurring daily between 8 a.m. to 4 p.m. per the project applicant’s construction schedule. The modeling used a five-year data set (2006-2010) of hourly meteorological data from the San José Airport meteorological site that was prepared for use with the AERMOD model by BAAQMD. Annual DPM and PM2.5 concentrations from construction activities during the 2020- 2021 period were calculated using the model. DPM and PM2.5 concentrations were calculated at nearby sensitive receptors. Receptor heights of 1.5 meters (5 feet) and 4.5 meters (15 feet) were used to represent the breathing heights of residents in nearby single-family residences and apartments. Community Risk Impacts Figure 1, below, shows the locations where the maximum-modeled DPM and PM2.5 concentrations occurred. The maximum concentrations occurred at a single-family residence (1.5 meters) immediately south of the project site. The maximum increased cancer risk at the location of the maximally exposed individual (MEI) was calculated using the BAAQMD recommended methods and the maximum annual modeled DPM concentration. The cancer risk calculations are based on applying the BAAQMD recommended age sensitivity factors to the TAC Environmental Impact Evaluation – Air Quality Page No. 20 concentrations. Age-sensitivity factors reflect the greater sensitivity of infants and small children to cancer causing TACs. BAAQMD-recommended exposure parameters were used for the cancer risk calculations. Infant and adult exposures were assumed to occur at all residences through the entire construction period. Construction emission calculations and source information used in the modeling and the cancer risk calculations are included in the full in Attachment 3 of the Trojan Storage Facility Air Quality and Greenhouse Gas Assessment. Results of this assessment indicated that the maximum excess residential cancer risks would be greater than the BAAQMD significance threshold of 10 in one million and the maximum PM2.5 concentrations would exceed the BAAQMD significance threshold of 0.3 μg/m3. Implementation of Mitigation Measures AQ-2 would reduce this impact to a level of less-than-significant as seen in Table 4, which summarizes the maximum cancer risks, PM2.5 concentrations, and health hazard indexes for project related construction activities affecting the residential MEI. Note that Table 4 is presented after the Cumulative Impacts section. Figure 1. – Project Construction Site and Locations of Off-Site Sensitive Receptors Cumulative Impact on Construction MEI Cumulative community risk impacts were addressed through an evaluation of TAC sources located within 1,000 feet of the construction MEI. These sources could include freeways or highways, busy surface streets, and stationary sources identified by BAAQMD. A review of the project area indicates that most nearby streets are assumed to have less than 10,000 vehicles per day. A review of BAAQMD’s stationary source Google Earth map tool identified four stationary sources with the potential to affect the construction MEI. Figure 2 shows the Environmental Impact Evaluation – Air Quality Page No. 21 sources affecting the project site, nearby cumulative sources affecting the construction MEI. Community risk impacts from these sources upon the construction MEI are reported in Table 4. Figure 2. Project Site and Nearby TAC and PM2.5 Sources Stationary Sources Permitted stationary sources of air pollution near the project site were identified using BAAQMD’s Stationary Source Risk & Hazard Analysis Tool. This mapping tool uses Google Earth and identified the location of seven stationary sources and their estimated risk and hazard impacts. A Stationary Source Information Form (SSIF) containing the four identified sources was prepared and submitted to BAAQMD. They provided updated risk levels, emissions and adjustments to account for new OEHHA guidance8. The agency identified Plants #19055 and #9557 as spray booths that are not adjusted for distance. Plant #9557 was identified as a coating operation with low risk values that are calculated as zero, so this stationary source was not considered within the cumulative impact analysis. The remaining Plant #107158 was identified as a gas dispensing Environmental Impact Evaluation – Air Quality Page No. 22 facility and adjusted with the BAAQMD’s Distance Adjustment Multiplier Tool for Gasoline Dispensing Facilities (GDF). Concentration levels and community risk impacts from these sources upon the project are reported in Table 4. Summary of Construction Health Risk Impacts Table 4 reports both the project and cumulative community risk impacts. Without mitigation, the project would have a significant impact with respect to community risk caused by project construction activities, since the maximum cancer risk and PM2.5 concentration exceed the single-source thresholds of 10.0 per million for cancer risk and 0.3 μg/m3 for PM2.5, respectively. As shown in Table 4, the combined annual cancer risk, PM2.5 concentration and Hazard risk values, which includes unmitigated and mitigated, would not exceed the cumulative threshold. considered within the cumulative impact analysis. The remaining Plant #107158 was identified as a gas dispensing facility and adjusted with the BAAQMD’s Distance Adjustment Multiplier Tool for Gasoline Dispensing Facilities (GDF). Concentration levels and community risk impacts from these sources upon the project are reported in Table 4. Summary of Construction Health Risk Impacts Table 4 reports both the project and cumulative community risk impacts. Without mitigation, the project would have a significant impact with respect to community risk caused by project construction activities, since the maximum cancer risk and PM2.5 concentration exceed the single-source thresholds of 10.0 per million for cancer risk and 0.3 μg/m3 for PM2.5, respectively. As shown in Table 4, the combined annual cancer risk, PM2.5 concentration and Hazard risk values, which includes unmitigated and mitigated, would not exceed the cumulative threshold. Table 4. Impacts from Combined Sources at Construction MEI Source Maximum Cancer Risk (per million) PM2.5 concentratio n (μg/m3) Hazard Index Project Construction Unmitigated Mitigated 65.9 (infant) 7.5 (infant) 0.62 0.11 0.08 0.01 BAAQMD Single-Source Threshold >10.0 >0.3 >1.0 Significant? Unmitigated Mitigated Yes No Yes No No No Plant #107158 (Gas Dispensing Facility) at 420 feet <0.1 - <0.01 Plant #9055 (Spray Booth) - - <0.01 Plant #19607 (Spray Booth) - - <0.01 Combined Sources Unmitigated Mitigated 66.0 (infant) 7.6 (infant) 0.62 0.11 <0.09 <0.04 BAAQMD Cumulative Source Threshold >100 >0.8 >10.0 Significant? Unmitigated Mitigated No No No No No No Environmental Impact Evaluation – Air Quality Page No. 23 (d) – Less than Significant: Emissions of air pollutants or TACs are addressed under impacts A and B, above. Emission of greenhouse gases are addressed separately. In terms of odor emissions, the proposed project would construct a storage facility that is categorized as a general light industry land use. The proposed project does not fall under any of the land uses BAAQMD identified within their odor screening table of the CEQA Air Quality Guidelines. Therefore, odors that could cause complaints from the general public and affect a substantial number of people are not expected. Mitigation Measure(s): The following mitigation measures shall be incorporated into the project approval: Mitigation Measure AQ-1: Include measures to control dust and exhaust during construction. During any construction period ground disturbance, the applicant shall ensure that the project contractor implement measures to control dust and exhaust. Implementation of the measures recommended by BAAQMD and listed below would reduce the air quality impacts associated with grading and new construction to a less-than-significant level. Additional measures are identified to reduce construction equipment exhaust emissions. The contractor shall implement the following best management practices that are required of all projects: 1. All exposed surfaces (e.g., parking areas, staging areas, soil piles, graded areas, and unpaved access roads) shall be watered two times per day. 2. All haul trucks transporting soil, sand, or other loose material off-site shall be covered. 3. 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. 4. All vehicle speeds on unpaved roads shall be limited to 15 miles per hour (mph). 5. 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. 6. Idling times shall be minimized either by shutting equipment off when not in use or reducing the maximum idling time to 5 minutes (as required by the California airborne toxics control measure Title 13, Section 2485 of California Code of Regulations [CCR]). Clear signage shall be provided for construction workers at all access points. 7. All construction equipment shall be maintained and properly tuned in accordance with manufacturer’s specifications. All equipment shall be checked by a certified mechanic and determined to be running in proper condition prior to operation. 8. 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 Air District’s phone number shall also be visible to ensure compliance with applicable regulations. Environmental Impact Evaluation – Air Quality Page No. 24 Mitigation Measure AQ-2: Selection of equipment during construction to minimize emissions. Such equipment selection would include the following: The project shall develop a plan demonstrating that the off-road equipment used on-site to construct the project would achieve a fleet-wide average 85-percent reduction in DPM exhaust emissions or greater. Specifically, all diesel-powered off-road equipment, larger than 25 horsepower, operating on the site for more than two days continuously shall, at a minimum, meet U.S. EPA NOx and particulate matter emissions standards for Tier 3 engines and this equipment shall include CARB-certified Level 3 Diesel Particulate Filters9 or equivalent. Equipment that meets U.S. EPA Tier 4 interim standards or use of equipment that is electrically powered or uses non-diesel fuels would meet this requirement. Environmental Impact Evaluation – Biological Resources Page No. 25 4. BIOLOGICAL RESOURCES Issues Would the project: Potentially Significant Impact Less than Significant With Mitigation Incorporated Less Than Significant Impact No Impact (a) Have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special- status species in local or regional plan, policies, or regulations, or by the California Department of Fish and Wildlife or U.S. Fish and Wildlife Service? (b) Have a substantial adverse effect on any riparian habitat3 or other sensitive natural community identified in local or regional plans, policies, regulations or by the California Department of Fish and Wildlife or U.S. Fish and Wildlife Service? (c) Have a substantial adverse effect on state or federally protected wetlands (including, but not limited to, marsh, vernal pool, coastal, etc.)through direct removal, filling, hydrological interruption, or other means? (d) Interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites? (e) Conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance? (f) Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or State habitat conservation plan? (a) – No Impact: The project site does not contain any trees or other vegetation nor is it expected to support any species identified as a candidate, sensitive, or special-status species. (b) – No Impact: The project site is highly disturbed and does not contain any sensitive natural communities and, therefore, will not result in a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans, policies, or regulations. (c) – No Impact: The project site is highly disturbed and does not contain any wetland resources; therefore, it will not adversely affect federally protected wetlands as defined by the Clean Water Act. (d) – No Impact: The project will not substantially interfere with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites. (e) – No Impact: The project will not conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance. (f) – No Impact: No adopted Habitat Conservation Plan, Natural Community Conservation Plan or approved local, regional or state habitat conservation plans apply to the project or the project site. Mitigation Measures(s): None Required. 3 The evaluation of a project’s effect on sensitive natural communities should encompass aquatic and wetland habitats. Consider “aquatic and wetland habitat” as examples of sensitive habitat. Environmental Impact Evaluation – Cultural Resources Page No. 26 5. CULTURAL RESOURCES Issues Would the project: Potentially Significant Impact Less than Significant With Mitigation Incorporated Less Than Significant Impact No Impact (a) Cause a substantial adverse change in the significance of a historical resource pursuant to Section 15064.5? (b) Cause a substantial adverse change in the significance of an archaeological resource pursuant to Section 15064.5? (c) Disturb any human remains, including those interred outside of dedicated cemeteries? (a) – No Impact: The project site does not contain known historical resources as defined in §15064.5 of the CEQA Guidelines. (b) – Less than Significant Impact with Mitigation: The project site is not known to contain archaeological, paleontological, or other cultural resources. However, should any cultural resources be discovered during project construction, the implementation of the Mitigation Measure CUL-1 would minimize any potential impact(s). Therefore, the impact would be less-than-significant with mitigation incorporated. (c) – Less than Significant Impact with Mitigation: No human remains are known to exist on the project site. However, should human remains be discovered during excavation or construction, the implementation of the Mitigation Measure CUL-2 would reduce any potential impacts to a less than significant level. Mitigation Measure(s): The following mitigation measures shall be incorporated into the project approval: Mitigation Measure CUL-1: If archaeological or paleontological resources are encountered during excavation or construction, construction personnel shall be instructed to immediately suspend all activity in the immediate vicinity of the suspected resources and the City and a licensed archeologist or paleontologist shall be contacted to evaluate the situation. A licensed archeologist or paleontologist shall be retained to inspect the discovery and make any necessary recommendations to evaluate the find under current CEQA guidelines prior to the submittal of a resource mitigation plan and monitoring program to the City for review and approval prior to the continuation of any on- site construction activity. Mitigation Measure CUL-2: In the event a human burial or skeletal element is identified during excavation or construction, work in that location shall stop immediately until the find can be properly treated. The City and the Santa Clara County Coroner’s office shall be notified. If deemed prehistoric, the Coroner’s office would notify the Native American Heritage Commission who would identify a "Most Likely Descendant (MLD)." The archeological consultant and MLD, in conjunction with the project sponsor, shall formulate an appropriate treatment plan for the find, which might include, but not be limited to, respectful scientific recording and removal, being left in place, removal and reburial on site, or elsewhere. Associated grave goods are to be treated in the same manner. Environmental Impact Evaluation – Energy Page No. 27 6. ENERGY Issues Would the project: Potentially Significant Impact Less than Significant With Mitigation Incorporated Less Than Significant Impact No Impact (a) Result in potentially significant environmental impact due to wasteful, inefficient, or unnecessary consumption of energy resources, during project construction or operation? (b) Conflict with or obstruct a State or local plan for renewable energy or energy efficiency? (a) – Less than Significant Impact: During construction activities there would be a temporary increase in the consumption of energy resources for the movement of equipment, soils, and materials (as well as for the assembly of materials); however, the duration of such activity would be limited to construction phases and would be relatively brief compared to the life-cycle of the proposed project. During operation of the residences, there would be no unusual project characteristics or processes that would require the use of equipment that would be more energy than is used for comparable activities, or the use of equipment that would not conform to current emission standards and related fuel efficiencies. Through compliance with the California Green Building Standards Code and California Green Building Standards (CALGreen), or successor document(s), the homes could be anticipated to use less energy as a result of using more efficient HVAC systems, insulation, water-heating systems, and electrical fixtures than existing/older single-family homes. As such, operation the project should continue to avoid wasteful, inefficient, or unnecessary consumption of energy resources for the life cycle of the building. (b) – Less than Significant Impact: State and local agencies regulate the use and consumption of energy through various methods and programs, including the California Green Building Code and CAL Green Building Standards. As a result of the passage of Assembly Bill 32 (AB32; the California Global Warning Solutions Act of 2006) which seeks to reduce the effects of Greenhouse Gas (GHG) Emissions, a majority of the state regulations are intended to reduce energy use and GHG emissions. These include, among others, California Code of Regulations Title 24, Part 6 – Energy Efficiency Standards, and the California Code of Regulations Title 24, Part 11 – California Green Building Standards (CALGreen). At the local level, the City of Campbell’s Building Division enforces the applicable requirements of these documents. Accordingly, the proposed project would not conflict with or obstruct State or local plans for renewable energy or energy efficiency. Mitigation Measure(s): None required. Environmental Impact Evaluation – Geology and Soils Page No. 28 7. GEOLOGY AND SOILS Issues Would the project: Potentially Significant Impact Less than Significant With Mitigation Incorporated Less Than Significant Impact No Impact (a) Directly or indirectly cause potential substantial adverse effects, including the risk of loss, injury or death involving: i. Rupture of a known earthquake fault, as delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other substantial evidence of a known fault? ii. Strong seismic ground shaking? iii. Seismic-related ground failure, including liquefaction? iv. Landslides, mudslides, or other similar hazards? (b) Result in substantial soil erosion or the loss of topsoil? (c) Be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the project, and potentially result in on- or off-site landslide, lateral spreading, subsidence, liquefaction, or collapse? (d) Be located on expansive soil, as defined by Table 18-1-B of the Uniform Building Code (1994),creating substantial direct or indirect risks to life or property? (e) Have soils incapable of adequately supporting the use of septic tanks or alternative waste water disposal systems where sewers are not available for the disposal of wastewater? (f) Directly or indirectly destroy a unique paleontological resource or site or unique geologic feature? (a) – Less than Significant Impact: The project site is located within the seismically active San Francisco Bay Area. According to maps prepared under the Alquist-Priolo Earthquake Fault Zone Act, there are no zoned active faults within the City of Campbell. Therefore, ground rupture is not likely to occur at the site. The nearest major earthquake faults are the Monte Vista Shannon Fault, San Andreas Fault, the Hayward- Rogers Creek Fault and the Calaveras Fault, all of which pose the greatest earthquake threat because of their high quake potential. The project will likely be subjected to at least one moderate to severe earthquake that will cause moderate to severe ground shaking during the useful life of the building. Because construction practices in the State of California—pursuant to the California Building Code—take into account that earthquakes could potentially damage buildings, they are designed to withstand moderate ground-shaking, resulting in a less than significant impact. In regard to liquefaction, the Geotechnical Evaluation prepared for this project (reference Attachment 2) concluded that although the property, based on mapping of the San Jose West 7.5 minute quad (CGS), is located within a liquefaction zone (2002), due to the presence of generally well consolidated soils which underlie the site, and absence of shallow groundwater conditions, the potential for liquefaction at the site is considered to be low. Lastly, according to the State Seismic Hazard Zones Map, the project site is not located in any hazard zone and therefore does not have the potential for liquefaction or earthquake-induced landslides. (b) – Less than Significant Impact: Development of the project will require grading that could result in a temporary increase in erosion. This increase in erosion is expected to be relatively minor due to the small size and flatness of the site. Additionally, the project is subject to the mandatory stormwater protection requirements (“best management practices”) of the City’s NPDES permit. Environmental Impact Evaluation – Geology and Soils Page No. 29 (c-d) – Less than Significant Impact with Mitigation: According to the Santa Clara County Geologic Hazard Zones Map, the project site is not geologically unstable and would not pose a risk of landslide, lateral spreading, subsidence, liquefaction or collapse. Additionally, the Geotechnical Evaluation evaluated the geotechnical conditions of the site. The review included a total of five exploratory HSA borings and four CPT soundings to depths ranging from 19 to 40 feet bgs. Based on the results of the investigation the project site was determined to be geotechnically suitable for the proposed development. However, there the analysis identified geotechnical conditions associated with the property that warrant mitigation and/or consideration during planning stages. With incorporation of Mitigation Measure GEO-1—requiring compliance with all measures identified by the geotechnical report—the project would not be located soil that is unstable, or that would become unstable as a result of the project. (e) – No Impact: The project would not involve the use of septic tanks or alternative waste water disposal systems. (f) – Less than Significant Impact with Mitigation: As discussed in Section 5 (Cultural Resources), no unique paleontological resources or unique geological features are known to exist on the project site. However, should such resources exist, their disturbance would be a potentially significant impact. Incorporation of Mitigation Measure CUL-1 will ensure that in such event, treatment of paleontological resources or unique geological features, would be conducted in an appropriate manner as to preserve their integrity. Mitigation Measures(s): The following mitigation measures shall be incorporated into the project approval: Mitigation Measure GEO-1: The applicant shall comply with the recommendations in the Geotechnical Evaluation, dated August 24, 2018 prepared by EEI Engineering Solutions. Such recommendations shall be incorporated into the project’s final engineering design as submitted to the Campbell Building Division for issuance of a building permit. The project shall use standard engineering techniques and conform to the requirements of the International Building Code to reduce the potential for seismic damage and risk to future occupants. Environmental Impact Evaluation – Greenhouse Gas Emissions Page No. 30 8. GREENHOUSE GAS EMISSIONS Issues Would the project: Potentially Significant Impact Less than Significant With Mitigation Incorporated Less Than Significant Impact No Impact (a) Generate greenhouse gas emissions, either directly or indirectly, that may have a significant impact on the environment? (b) Conflict with an applicable plan, policy, or regulation of an agency adopted for the purpose of reducing the emissions of greenhouse gases? The following discussion is excerpted in part or whole from Trojan Storage Facility Air Quality and Greenhouse Gas Assessment, prepared by Illingworth & Rodkin, Inc. for this project (reference Attachment 1). (a) – Less than Significant Impact: GHG emissions associated with development of the proposed project would occur over the short- term from construction activities, consisting primarily of emissions from equipment exhaust and worker and vendor trips. There would also be long-term operational emissions associated with vehicular traffic within the project vicinity, energy and water usage, and solid waste disposal. Emissions for the proposed project are discussed below and were analyzed using the methodology recommended in the BAAQMD CEQA Air Quality Guidelines. CalEEMod Modeling CalEEMod was used to predict GHG emissions from operation of the site assuming full build- out of the project. The project land use types and size and other project-specific information were input to the model, as described above in the operational period emissions section. CalEEMod output is included in Attachment 2 of the Trojan Storage Facility Air Quality and Greenhouse Gas Assessment. Construction Emissions GHG emissions associated with construction were computed to be 277 MT of CO2e for the total construction period. These are the emissions from on-site operation of construction equipment, vendor and hauling truck trips, and worker trips. Neither the City nor BAAQMD have an adopted threshold of significance for construction-related GHG emissions, though BAAQMD recommends quantifying emissions and disclosing that GHG emissions would occur during construction. BAAQMD also encourages the incorporation of best management practices to reduce GHG emissions during construction where feasible and applicable. Best management practices assumed to be incorporated into construction of the proposed project include but are not limited to: using local building materials of at least 10 percent and recycling or reusing at least 50 percent of construction waste or demolition materials. Operational Emissions The CalEEMod model, along with the project vehicle trip generation rates, was used to estimate daily emissions associated with operation of the fully-developed site under the proposed project. As shown in Table 5, annual net emissions resulting from operation of the proposed project are predicted to be 765 MT of CO2e for the year 2021 and 638 MT of CO2e for the year 2030. The 2030 net emissions do not exceed the 2030 bright-line threshold of 660 MT CO2e/year. Therefore, the project would have a less-than-significant impact regarding GHG emissions. Environmental Impact Evaluation – Greenhouse Gas Emissions Page No. 31 Table 5. Annual Project GHG Emissions (CO2e) in Metric Tons Source Category Existing Land Use in 2021 Proposed Project in 2021 Proposed Project in 2030 Area <1 <1 <1 Energy Consumption 100 396 396 Mobile 231 590 463 Solid Waste Generation 25 98 98 Water Usage 12 48 48 Total (MT CO2e/year) 368 1,133 1,006 Net Emissions 765 638 Significance Threshold 660 MT CO2e/year Significant? No (b) – No Impact: Assembly Bill (AB) 32, the Global Warming Solutions Act of 2006, codifies the State of California’s GHG emissions target by directing CARB to reduce the State’s global warming emissions to 1990 levels by 2020. AB 32 was signed and passed into law by Governor Schwarzenegger on September 27, 2006. Since that time, CARB, California Energy Commission (CEC), the California Public Utilities Commission (CPUC), and the Building Standards Commission have all been developing regulations that will help meet the goals of AB 32 and Executive Order S-3-05. A Scoping Plan for AB 32 was adopted by CARB in December 2008. It contains the State of California’s main strategies to reduce GHGs from business-as-usual (BAU) emissions projected in 2020 back down to 1990 levels. BAU is the projected emissions in 2020, including increases in emissions caused by growth, without any GHG reduction measures. The Scoping Plan has a range of GHG reduction actions, including direct regulations, alternative compliance mechanisms, monetary and non-monetary incentives, voluntary actions, and market-based mechanisms such as a cap-and-trade system. It required CARB and other state agencies to develop and adopt regulations and other initiatives reducing GHGs by 2012. As directed by AB 32, CARB has also approved a statewide GHG emissions limit. On December 6, 2007, CARB staff resolved an amount of 427 million metric tons (MMT) of CO2e as the total statewide GHG 1990 emissions level and 2020 emissions limit. The limit is a cumulative statewide limit, not a sector- or facility-specific limit. CARB updated the future 2020 BAU annual emissions forecast, in light of the economic downturn, to 545 MMT of CO2e. Two GHG emissions reduction measures currently enacted that were not previously included in the 2008 Scoping Plan baseline inventory were included, further reducing the baseline inventory to 507 MMT of CO2e. Thus, an estimated reduction of 80 MMT of CO2e is necessary to reduce statewide emissions to meet the AB 32 target by 2020. SB 32 was passed in 2016, which codified a 2030 GHG emissions reduction target of 40 percent below 1990 levels. CARB is currently working on a second update to the Scoping Plan to reflect the 2030 target set by Executive Order B-30-15 and codified by SB 32. The proposed Scoping Plan Update was published on January 20, 2017 as directed by SB 32 companion legislation AB 197. The mid-term 2030 target is considered critical by CARB on the path to obtaining an even deeper GHG emissions target of 80 percent below 1990 levels by 2050, as directed in Executive Order S-3-05. The Scoping Plan outlines the suite of policy measures, regulations, planning efforts, and investments in clean Environmental Impact Evaluation – Greenhouse Gas Emissions Page No. 32 technologies and infrastructure, providing a blueprint to continue driving down GHG emissions and obtain the statewide goals. The proposed project would not conflict or otherwise interfere with the statewide GHG reduction measures identified in CARB’s Scoping Plan. For example, proposed buildings would be constructed in conformance with CALGreen and the Title 24 Building Code, which requires high-efficiency water fixtures and water-efficient irrigation systems. Mitigation Measure(s): None Required. Environmental Impact Evaluation – Hazards and Hazardous Materials Page No. 33 9. HAZARDS AND HAZARDOUS MATERIALS Issues Would the project: Potentially Significant Impact Less than Significant With Mitigation Incorporated Less Than Significant Impact No Impact (a) Create a significant hazard to the public or the environment through the routine transport, use or disposal of hazardous materials? (b) Create a significant hazard to the public or the environment through reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment? (c) Emit hazardous emissions or handle hazardous materials, substances or waste within one-quarter mile of an existing or proposed school? (d) Be located on a site which is included on a list of hazardous material sites compiled pursuant to Government Code Section 65962.5 and, as a result, create a significant hazard to the public or the environment? (e) For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, result in a safety hazard or excessive noise for people residing or working in the project area? (f) Impair implementation of or physically interfere with an adopted emergency response plan or emergency evacuation plan? (g) Expose people or structures, either directly or indirectly, to a significant risk of loss, injury, or death involving wildland fires? (a) – Less than Significant Impact: The proposed self-storage development would not involve the routine transport, use, or disposal of hazardous materials. No storage of hazardous materials will be allowed within individual storage units, which is prohibited in the lease agreement. In addition, warning signs will be posted onsite. Therefore, operation of the project would not create a significant hazard to the public or the environment through the routine transport, use, or disposal of hazardous materials. (b) – Less than Significant Impact with Mitigation: A slight hazardous potential would exist during the demolition of the existing structures (i.e., presence of lead and/or asbestos) and project construction when materials and construction equipment are at the site; however, long-term hazard risk is very low. With incorporation of Mitigation Measure HAZ-1, which requires qualified contractors assess the presence of the lead and asbestos in order to property manage and dispose of such materials, the project would not create a significant hazard to the public or the environment through reasonable foreseeable upset and accident conditions involving the release of hazardous materials into the environment. Hazard risks during construction would be regulated by the City’s standard conditions of approval and will be required to be performed in accordance with state and federal hazardous materials regulations and current Best Management Practices (BMP’s) for construction activities. The use of toxic chemicals for landscaping (pesticides, herbicides, etc.) will not be above what is generally required for landscape maintenance and is not considered significant. Therefore, the impact would be less-than-significant with mitigation incorporated. (c) – No Impact: There is not a school within ¼ mile of the project site. (d) – No Impact: The project site is not listed on the Hazardous Waste and Substances Sites List (available at https://dtsc.ca.gov/dtscs-cortese-list/) compiled pursuant to Government Code Section 65962.5, therefore it would not create a significant hazard to the public or the environment. Further the site is not listed as a past or present case (or informational item) on the State Water Resources Control Environmental Impact Evaluation – Hazards and Hazardous Materials Page No. 34 Board GeoTracker website (https://geotracker.waterboards.ca.gov/). Lastly, the Phase I Environmental Site Assessment (reference Attachment 3) did not identify any '"recognized environmental conditions"—meeting the standard set forth by American Society for Testing and Materials (ASTM)— that could be considered a "significant effect" under CEQA (Guideline § 21068). (e) – No Impact: The project site is not located within the Santa Clara County Airport Land Use Commission jurisdiction, within two miles of a public airport or within the vicinity of a private airstrip. (f) – No Impact: The project would not interfere with emergency response or evacuation plans. Sufficient emergency access would be provided for the project site in compliance with the State of California Building Code Standards and requirements of the Santa Clara County Fire District. (g) – No Impact: The project site is not located near any wildland areas and would not cause an increase in wildland fire hazard. See Environmental Impact Evaluation topic Wildfire for an expanded discussion. Mitigation Measure(s): The following mitigation measures shall be incorporated into the project approval: Mitigation Measure HAZ-1: Prior to issuance of a demolition permit, a qualified contractor shall assess the property for presence of Lead-based paint (LBP) and Asbestos containing building materials (ACBM), and if present, prepare a plan, to the satisfaction of the Building Official, to properly manage and dispose of such materials. Environmental Impact Evaluation – Hydrology and Water Quality Page No. 35 10. HYDROLOGY AND WATER QUALITY Issues Would the project: Potentially Significant Impact Less than Significant With Mitigation Incorporated Less Than Significant Impact No Impact (a) Violate any water quality standards or waste discharge requirements or otherwise substantially degrade surface or ground water quality?45 (b) Substantially decrease groundwater supplies or interfere substantially with groundwater recharge such that the project may impede sustainable groundwater management of the basin? (c) Substantially alter the existing drainage pattern of the site or area6, including through the alteration of the course of a stream or river or through the addition of impervious surfaces, in a manner which would: i. Result in substantial erosion or siltation on- or off-site; ii. Substantially increase the rate or amount of surface runoff in a manner which would result in flooding on- or off-site; iii. Create or contribute runoff water which would exceed the capacity of existing or planned stormwater drainage systems or provide substantial additional sources of polluted runoff7; or iv. Impede or redirect flood flows? (d) In a flood hazard, tsunami, or seiche zones, risk release of pollutants due to project inundation? (e) Conflict with or obstruct implementation of a water quality control plan or sustainable groundwater management plan? (a) – Less than Significant Impact: The project will not violate any water quality standards or substantially degrade surface or ground water quality. The project does not have any of the State Water Board Section 303.(d) list of impaired water bodies downstream. The project also incorporates water quality control measures detailed in the SCVURPPP Hydromodification Management Plan such as bio- retention areas which will improve water quality by treating it before discharging it into the city storm drain system. (b) – Less than Significant Impact: The project will be adequately served by existing water supplies, and will be served by the local area water utility as confirmed in written correspondence (“will serve” letter) by the San Jose Water Company (reference Attachment 4). The project would not directly deplete 4 The evaluation of a project’s compliance with water quality standards should consider the project’s potential effect on water bodies on the Section 303(d) list (http://www.waterboards.ca.gov/water_issues/programs/tmdl/integrated2010.shtml), as well as the potential for conflict with applicable surface or groundwater receiving water quality objectives or degradation of beneficial uses. 5 The evaluation of a project’s potential to degrade water quality should consider whether a project has the potential to result in a significant impact to surface water quality, marine, fresh, or wetland waters, or to groundwater quality. As with every category of environmental impact, effects must be considered both during and after construction. The evaluation of water quality impacts should include a description of how the project will comply with the requirements of SCVURPPP’s Municipal Regional Stormwater NPDES Permit and the State’s Construction General Permit. The description should also include a statement that the project should avoid creation of mosquito larval sources that would subsequently require chemical treatment to protect human and animal health. 6 The evaluation of a project’s effect on drainage patterns should refer to the SCVURPPP Hydromodification Management Plan (2005), where applicable, to assess the significance of altering existing drainage patterns and to develop any mitigation measures. The evaluation of hydromodification effects should also consider any potential for streambed or bank erosion downstream from the project. 7 The evaluation of a project’s potential to create or contribute runoff should consider whether the project meets or exceeds the size thresholds for regulation under Provision C.3 (i.e., projects that create and/or replace 10,000 square feet of impervious surface, or 5,000 square feet for certain land uses2). The response to this question will indicate how Provision C.3 requirements will be met. Applicants must address Provision C.3 requirements in environmental documents for projects that meet or exceed the impervious surface thresholds. Environmental Impact Evaluation – Hydrology and Water Quality Page No. 36 groundwater supplies (no wells) or interfere substantially with groundwater recharge (the project is evaluated for the amount of proposed pervious and impervious area to maintain or improve upon existing conditions) such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table level. Additionally, site improvements are designed to direct runoff towards bio-retention planters which will be unlined to allow treated runoff to infiltrate and recharge the groundwater table. (c) – Less than Significant Impact: The proposed project would entirely alter the existing drainage pattern of the project site through demolition of all structures and re-grading to accommodate the proposed development. However, this would not alter the existing drainage pattern outside of the project site nor alter the course of any streams or rivers. The runoff from construction of the proposed project would not exceed the capacity of existing or planned stormwater drainage systems, provide substantial additional sources of polluted runoff, or substantially degrade water quality. i. The project will not result in substantial erosion or siltation on- or -offsite. Surface runoff will be directed in the bio-retention areas where it will be treated and either infiltrate the groundwater table through the unlined bottom or flow through pipes into the city's storm drains. Bio-retention areas are an approved stormwater management technique as per Chapter 5 of the SCVURPPP Hydromodification Management Plan. The bio-retention areas are sized to retain up to a 2-year storm and with a minimum ponding depth of eight inches. Runoff from greater than 2-year storm events will overflow into the underground pipes which will flow into city owned storm drains along East McGlincy Lane. Landscaped pervious areas will be either covered with grass and plants or mulch to prevent erosion. Runoff on these areas will infiltrate naturally, or in major storms or be directed to grates connecting to the individual lot bio-retention areas. ii. Based on the impervious areas added, the project accounts for the bio-retention areas for water quality purposes and the proposed underground storm pipes are sized to handle 10-year storm events. Based on this design there is little to no risk of flooding on-site. Additionally, through proper grading there will be no flood-prone impervious areas. All low points created through grading will have drainage leading to bio-retention areas. The bio-retention areas which will collect the treated water to an area where it will be piped into the city owned storm drain system which flows to the San Francisco Bay. Offsite, there will be no risk of flooding as the pipes in East McGlincy Lane are adequately sized to contain 10-year flows. If the site experiences back to back storm events or a higher magnitude storm event (50-year), the site will not flood as the private street is graded positively towards the fronting public street. The overland release is to East McGlincy Lane. All in-fill sites are designed to carry runoff from 10-year storm events in pipes & streets are supposed to carry excess runoff over10-year storm event & especially 100-year storm event. iii. The project will not contribute runoff which would exceed the capacity of existing stormwater drainage system nor would it create substantial additional sources of polluted runoff. The runoff from the project site will be piped into the city owned storm drain system. The city’s storm drain system is designed to accommodate future development. Environmental Impact Evaluation – Hydrology and Water Quality Page No. 37 Since this is a self-storage facility without any outdoor activity other than the parking of vehicles, there are no additional sources of pollutants. Any pollutants related to motor vehicles being parked outside will be treated with the first flush in the bio-retention planters proposed along the low side of the private street. These bio-retention planters will trap & treat the pollutants from the site. Additionally, runoff piped into the city storm drain will come from the project's bio-retention areas. Per the list source control measures in Chapter 5 of the SCVURPPP Hydromodification Management Plan, bio-retention areas treat the water before it can infiltrate groundwater or is drained into the San Francisco Bay. iv. Not applicable. The site is in a FEMA designated area of minimal flood hazard (Zone X, FIRM 060338). Additionally, the site is positively draining to front and is matching grades along the east, north & west. There are no flood flows to impede from any of these directions. (d) – Less than Significant Impact: The project site is located downstream of Lexington Reservoir, in an area defined by the Association of Bay Area Governments as a dam failure inundation area. However, the project would not expose any additional people or structures to a new significant risk of loss, injury, or death involving flooding in consideration that the site is in a FEMA designated area of minimal flood hazard (Zone X, FIRM 060338). Furthermore, as the project is not modifying flood protection measures or creating a condition where adjacent properties are exposed to a new significant risk of loss, injury or death involving flooding, no additional exposure to water-related hazards is expected as a result of the project construction or operation. (e) – No Impact: The project would be fully compliant with the water quality standards of the SCVURPPP and its Hydromodification Management Plan as well as Provision C.3 of the National Discharge Elimination System (NPDES). The project incorporates source control measures and best practices listed in the plan such as bio-retention facilities and minimizing impervious surfaces to maintain or improve upon existing drainage patterns. The bio-retention facilities will treat runoff and their unlined bottoms will allow the treated runoff to infiltrate to the groundwater table. This method of stormwater control is commonly used in the San Francisco Bay Area as retains, treats, and discharges stormwater in a controlled manner to ensure water quality and prevent erosion and flooding. Mitigation Measure(s): None Required. Environmental Impact Evaluation – Land Use and Planning Page No. 38 11. LAND USE and PLANNING Issues Would the project: Potentially Significant Impact Less than Significant With Mitigation Incorporated Less Than Significant Impact No Impact (a) Physically divide an established community? (b) Cause a significant environmental impact due to a conflict with any land use plan, policy or regulation adopted for the purpose of avoiding or mitigating an environmental effect? (a) – No Impact: Projects that have the potential to physically divide an established community typically include construction that would eliminate formal or informal travel ways through a property. No such pathways or other forms of informal access through the project site currently exist. Therefore, the project would not physically divide an established community. (b) – No Impact: In response to concerns that the City of Campbell had a disproportionate number of self-storage facilities—relative to population—as compared to neighboring jurisdictions, the following policy guidance was included in the 2001 General Plan: Strategy LUT-9.3o: Single-Purpose Buildings: Discourage the development of single-purpose buildings (i.e. self- storage facilities). Land Use Compatibility (Page LUT-31) … Another type of potential incompatible use within a commercial neighborhood is a single purpose building. Single- purpose buildings have a greater likelihood of remaining vacant through changing economic times. In particular, buildings specifically designed for self storage limit the flexibility and types of future uses. Commercial buildings should be flexibly designed to accommodate a variety of tenant types and to ensure they remain viable and contribute to the success and vitality of the surrounding commercial or industrial district. A key element in retaining flexibility is the provision of sufficient parking, landscaping and an enhanced street appearance. To what extent the proposed project may be found consistent with this policy guidance will be a matter for the Planning Commission and City Council to discuss and determine. However, since this policy was not adopted with the purpose of avoiding or mitigating an environmental effect, potential conflict does not constitute an environmental impact under CEQA. Mitigation Measure(s): None Required. Environmental Impact Evaluation – Mineral Resources Page No. 39 12. MINERAL RESOURCES Issues Would the project: Potentially Significant Impact Less than Significant With Mitigation Incorporated Less Than Significant Impact No Impact (a) Result in the loss of availability of a known mineral resource that would be a value to the region and the residents of the state? (b) Result in the loss of availability of a locally important mineral resource recovery site delineated on a local general plan, specific plan or other land use plan? (a-b) – No Impact: No known mineral resources are present at the project site. Mitigation Measure(s): None Required. Environmental Impact Evaluation – Noise Page No. 40 13. NOISE Issues Would the project result in: Potentially Significant Impact Less than Significant With Mitigation Incorporated Less Than Significant Impact No Impact (a) Generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or in other applicable local, state, or federal standards? (b) Generation of excessive groundborne vibration or groundborne noise levels? (c) For a project located within the vicinity of a private airstrip or an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels? The following discussion is excerpted in part or whole from Trojan Storage Facility Noise and Vibration Assessment, prepared by Illingworth & Rodkin, Inc. for this project (reference Attachment 5). (a) – Less than Significant Impact with Mitigation: Although the Campbell Municipal Code and General Plan have established decibel-based noise level maximums only for development of new residential projects, a noise and vibration assessment have been prepared for the proposed project, as summarized below: Permanent Noise from On-site Operational Noise Based on the site plan, rooftop HVAC equipment is not anticipated. On-site mechanical equipment will be housed on the ground floor of the building and would not be anticipated to be audible outside the building structure. A portion of the ground floor storage on the north, south and west side of the building, will be equipped with roll-up doors. The nearest sensitive receptors (residences) would be located 50 feet south of the roll-up doors. With a worst-case assumption that a motorized roll-up door generates noise level of 70 dBA at 3 feet, the closest residences would be exposed to up to 46 dBA Lmax. It is anticipated that use of the door mechanisms would be infrequent, resulting in substantially lower levels on an hourly or daily average basis. Noise levels generated by the door mechanisms would be below those generated by existing noise sources, would not substantially contribute to the noise environment, and would result in noise levels that are significantly below the exterior threshold of 60 dBA for residential use areas. This is a less- than-significant impact. Permanent Noise Increases from Project Traffic A permanent increase in the day-night average noise level of 3 dBA CNEL or greater at noise- sensitive receptors would be considered significant when projected noise levels would exceed those considered satisfactory for the affected land use. An increase of 5 dBA CNEL or greater would be considered significant when projected noise levels would continue to meet those considered satisfactory for the affected land use. The City of Campbell defines a noise level of 60 dBA CNEL or less to be normally acceptable for residential land uses and 70 dBA CNEL or less to be normally acceptable for commercial land uses. For reference, a doubling in traffic volumes would result in a noise level increase of 3 dBA. Based on project trip generation estimates, the proposed project would generate approximately 207 trips over a 24-hour period, with approximately 23 trips occurring during the AM peak hour Environmental Impact Evaluation – Noise Page No. 41 and 40 trips occurring during the PM peak hour. Vehicles would access the site from McGlincy Lane. A comparison with existing traffic noise levels generated along McGlincy Lane indicates that project traffic would result in traffic noise increases of less than 1 dBA at noise sensitive locations. This noise increase is below the 5 dBA CNEL and 3 dBA CNEL criteria and would not be anticipated to be perceptible or measurable. This is a less-than-significant impact. Temporary Noise Increases from Project Construction The City of Campbell General Plan requires that all construction operations within the City to use best available noise suppression devices and techniques and to limit construction hours near residential uses per the Municipal Code allowable hours between 8 a.m. and 5 p.m. Monday through Friday, and between 9 a.m. and 4 p.m. Saturday. The City of Campbell does not specify quantitative thresholds for the impact of temporary increases in noise due to construction. The threshold for speech interference indoors is 45 dBA. Assuming a 15 dB exterior-to-interior reduction for standard residential construction with windows open and a 25 dB exterior-to-interior reduction for standard commercial construction, assuming windows closed, this would correlate to an exterior threshold of 60 dBA Leq at residential land uses and 70 dBA Leq at commercial land uses. Therefore, the project would be considered to generate a significant temporary construction noise impact if project construction activities exceeded 60 dBA Leq at nearby residences or exceeded 70 dBA Leq at nearby commercial land uses and exceeded the ambient noise environment by 5 dBA Leq or more for a period longer than one year. Noise impacts resulting from construction depend upon the noise generated by various pieces of construction equipment, the timing and duration of noise-generating activities, and the distance between construction noise sources and noise-sensitive areas. Construction noise impacts primarily result when construction activities occur during noise-sensitive times of the day (e.g., early morning, evening, or nighttime hours), the construction occurs in areas immediately adjoining noise-sensitive land uses, or when construction lasts over extended periods of time. Construction activities would include demolition, site preparation, excavation, grading, trenching, building construction, paving, and architectural coating and is anticipated to occur over a period of 10 months. During each stage of construction, there would be a different mix of equipment operating, and noise levels would vary by stage and vary within stages, based on the amount of equipment in operation and the location at which the equipment is operating. The hauling of excavated materials and construction materials would generate truck trips on local roadways as well. The closest residences to project construction are located about 50 feet from construction activity. As shown in Table 7, at 50 feet from the noise source maximum instantaneous noise levels generated by project construction equipment are calculated to range from 78 to 90 dBA Lmax and hourly average noise levels are calculated to range from 74 to 85 dBA Leq. Residential receptors to the south of the project, on Regas Drive, are exposed to existing daytime ambient noise levels in the range of 45 to 60 dBA Leq (see ST-1 and ST-2) and commercial receptors, located 30 feet to the east of the project site, have existing daytime ambient noise levels in the range of 55 to 70 dBA Leq (see LT-1). Noise levels at these receptors would be anticipated to exceed 60 dBA Leq at residences and 70 dBA Leq at commercial uses and the ambient by more than 5 dBA. However, construction will occur over a period of only 10 months, less than the 12-month long threshold used to identify significant impacts. With inclusion of the best management practices provided below, incorporated Mitigation Measure NOI-1 this would be rendered a less-than-significant impact. Environmental Impact Evaluation – Noise Page No. 42 (b) – Less than Significant Impact: For structural damage, the California Department of Transportation recommends a vibration limit of 0.5 in/sec PPV for buildings structurally sound and designed to modern engineering standards,0.3 in/sec PPV for buildings that are found to be structurally sound but where structural damage is a major concern, and a conservative limit of 0.08 in/sec PPV for ancient buildings or buildings that are documented to be structurally weakened (see Table 3). The 0.3 in/sec PPV vibration limit would be applicable to properties in the vicinity of the project site. The construction of the project may generate perceptible vibration when heavy equipment or impact tools (e.g. jackhammers, hoe rams) are used. Construction activities would include demolition, site preparation, excavation, grading, trenching, building construction, paving, and architectural coating. Project construction equipment to be used on the project is anticipated to include concrete saws, excavators, graders, dozers, backhoes, forklifts, cement mixers, aerial lifts, cranes, welders, generators, pavers, paving equipment, rollers, and pick-up trucks. Pile driving, a typically high vibration generating activity, is not anticipated during the project. Vibration levels would vary depending on soil conditions, construction methods, and equipment used. Construction activities, such as drilling, the use of jackhammers, rock drills and other high- power or vibratory tools, and rolling stock equipment (tracked vehicles, compactors, etc.) may generate substantial vibration in the immediate vicinity. The nearest structures are located approximately 25 feet south of the shared property line. At 25 feet, construction vibration is anticipated to range from about 0.21 in/sec PPV during use of a vibratory roller to 0.003 in/sec PPV during use of smaller construction vehicles circulating the site. These vibration levels may be perceptible to occupants, but would be below the 0.3 in/sec PPV vibration limit and would not be anticipated to cause architectural or structural damage. As construction moves away from the shared property lines, vibration levels would be even lower. This is a less-than-significant impact. (c) – No Impact: The project is not located within the vicinity of an airport land use plan or within two miles of an airport. The project is not located within the vicinity of a private airstrip. Mitigation Measure(s): Mitigation Measure NOI-1: The following measures shall be implemented during all phases of the project (e.g. demolition, grading, and construction): • In accordance with the Campbell Municipal Code, construction activities shall be limited to the hours between 8:00 a.m. and 5:00 p.m., Monday through Friday, and between 9:00 a.m. to 4:00 p.m. on Saturdays, with no construction occurring on Sundays or Holidays. • Equip all internal combustion engine-driven equipment with intake and exhaust mufflers that are in good condition and appropriate for the equipment. • Unnecessary idling of internal combustion engines should be strictly prohibited. • Locate stationary noise-generating equipment, such as air compressors or portable power generators, as far as possible from sensitive receptors as feasible. • Utilize "quiet" air compressors and other stationary noise sources where technology exists. Environmental Impact Evaluation – Noise Page No. 43 • Construction staging areas shall be established at locations that will create the greatest distance between the construction-related noise sources and noise-sensitive receptors nearest the project site during all project construction. • Control noise from construction workers’ radios to a point where they are not audible at existing residences bordering the project site. • The contractor shall prepare a detailed construction plan identifying the schedule for major noise-generating construction activities and notify in writing all adjacent business, residences, and other noise-sensitive land uses of the construction schedule. The construction plan shall identify a procedure for coordination with adjacent residential land uses so that construction activities can be scheduled to minimize noise disturbance. • Designate a "disturbance coordinator" who would be responsible for responding to any complaints about construction noise. The disturbance coordinator will determine the cause of the noise complaint (e.g., bad muffler, etc.) and will require that reasonable measures be implemented to correct the problem. Conspicuously post a telephone number for the disturbance coordinator at the construction site and include in it the notice sent to neighbors regarding the construction schedule. Environmental Impact Evaluation – Population and Housing Page No. 44 14. POPULATION AND HOUSING Issues Would the project: Potentially Significant Impact Less than Significant With Mitigation Incorporated Less Than Significant Impact No Impact (a) Induce substantial unplanned population growth or growth for which inadequate planning has occurred, either directly (for example, by proposing new homes and businesses) or indirectly (for example, through extension of roads or other infrastructure)? (b) Displace substantial numbers of existing people or housing, necessitating the construction of replacement housing elsewhere? (a) – No Impact: The proposed project is non-residential in nature with the exception of a single dwelling unit intended to house an on-site caretaker/manager. As such, there is no foreseeable indirect population growth associated with the project. (b) – No Impact: The proposed project will not result in the demolition of any existing dwelling units. As such, it would not result in displacement of any people or housing units, which would necessitate the construction of replacement housing elsewhere. Mitigation Measure(s): None Required. Environmental Impact Evaluation – Public Services Page No. 45 15. PUBLIC SERVICES Issues Would the project: Potentially Significant Impact Less than Significant With Mitigation Incorporated Less Than Significant Impact No Impact (a) Result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, or the need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times, or other performance objectives for any of the public services: i) Fire protection? ii) Police protection? iii) Schools? iv) Parks? v) Other public facilities? (a) – Less than Significant Impact: As a self-storage facility without regular daytime or nighttime occupancy, the proposed project would require only limited public services that can be provided by existing agency capacities. Mitigation Measure(s): None Required. Environmental Impact Evaluation – Recreation Page No. 46 16. RECREATION Issues Potentially Significant Impact Less than Significant With Mitigation Incorporated Less Than Significant Impact No Impact (a) Would the project increase the use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated? (b) Does the project include recreational facilities or require the construction or expansion of recreational facilities which might have an adverse physical effect on the environment? (a-b) – No Impact: The proposed project would not increase the use of existing park facilities or require the construction or expansion of recreational facilities. Storage uses, unlike residential land uses, do not generate the need to provide greater parkland improvements. In this regard, no expansion of recreational facilities would be required. Mitigation Measure(s): None Required. Environmental Impact Evaluation – Transportation Page No. 47 17. TRANSPORTATION Issues Would the project: Potentially Significant Impact Less than Significant With Mitigation Incorporated Less Than Significant Impact No Impact (a) Conflict with a program, plan, ordinance or policy addressing the circulation system, including transit, roadway, bicycle and pedestrian facilities? (b) Conflict or be inconsistent with CEQA Guidelines § 15064.3, subdivision (b)? (c) Substantially increase hazards due to a geometric design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)? (d) Result in inadequate emergency access? (a) – Less than Significant Impact: The project site is not in vicinity of any light-rail or comparable bus rapid transit (BRT) line and as a result is not subject to City policies encouraging alternative transporting solutions (e.g., provision of transit-passes, incorporation of bicycle parking, etc.). Further, a trip generation analysis based on the Institute of Transportation Engineers (ITE) Trip Generation Manual, was prepared by the City Traffic Engineer that anticipates that the project would result in a an average of 256 daily trips, including 18 AM peak hour trips and 29 PM peak trips. The number of trips is well below the potentially significant thresholds that would a traffic impact analysis (TIA) as provided by the Valley Transportation Authority (VTA) TIA Guidelines (100 net new peak hour trips). This nominal increase in trips would not result in a substantial increase in either the number of vehicle trips, the volume to capacity ratio on roads, or congestion at area intersections. As such, the proposed project would maintain would not conflict with a program, plan, ordinance, or policy addressing the circulation system. (b) – No Impact: The provisions contained under California Code of Regulations, Title 14, Division 6, Chapter 3, Section 15064.3, subdivision b., do not apply statewide until July 1, 2020. While a lead agency may elect to be governed by the provisions immediately, the City of Campbell has not done so at this time. As such, the criteria used for analyzing transportation impacts of the project were based on the ITE Trip Generation Manual as discussed under (a) above, and not based on VMT. (c-d) – Less than Significant: The project has been designed to comply with the emergency access requirements of the Santa Clara County Fire District and California Building Code (i.e. egress windows). The project plans include an emergency vehicle access plan that illustrates compliance with District standards. The Santa Clara County Fire Department reviewed the project during the City’s Development Review Committee process (DRC) and has approved its site layout and building design. Mitigation Measure(s): None Required. Environmental Impact Evaluation – Tribal Cultural Resources Page No. 48 18. TRIBAL CULTURAL RESOURCES Issues Potentially Significant Impact Less than Significant With Mitigation Incorporated Less Than Significant Impact No Impact (a) Would the project cause a substantial adverse change in the significance of a tribal cultural resource, defined in Public Resources Code § 21074 as either a site, feature, place, cultural landscape that is geographically defined in terms of the size and scope of the landscape, sacred place, or object with cultural value to a California Native American tribe, and that is: i. Listed or eligible for listing in the California Register of Historical Resources, or in a local register of historical resources as defined in Public Resources Code Section 5020.1(k), or ii. A resource determined by the lead agency, in its discretion and supported by substantial evidence, to be significant pursuant to criteria set forth in subdivision (c) of Public Resources Code § 5024.1. In applying the criteria set forth in subdivision (c) of Public Resource Code § 5024.1, the lead agency shall consider the significance of the resource to a California Native American tribe. (a) – Less than Significant Impact with Mitigation: The project is not listed or eligible for listing in the California Register of Historical Resources, or in a local register of historic resources, in that: 1) the property is not known to be associated with events that have made a significant contribution to the broad patterns of local or regional history or the cultural heritage of the California; 2) is not known to be associated with the lives of persons important to local, California, or national history; 3) does not embody distinctive characteristics of type, period, region or method of construction or is known to be representative of the work of a master or possesses high artistic value; and 4) is not known to have yielded, or have the potential to yield important prehistory or history of the local area, California or the nation. In the event any archaeological, paleontological resources, or human burial or skeletal element are encountered during excavation or construction Mitigation Measures CUL-1 and CUL-2 will reduce any potential impact to a prehistory or historical resource to the area (or California Native American Tribe) to a less than significant level. Mitigation Measure(s): Reference Mitigation Measures CUL-1 and CUL-2 Environmental Impact Evaluation – Utilities and Service Systems Page No. 49 19. UTILITIES and SERVICE SYSTEMS Issues Would the project: Potentially Significant Impact Less than Significant With Mitigation Incorporated Less Than Significant Impact No Impact (a) Require or result in the relocation or construction of new or expanded water, wastewater treatment or storm water drainage, electric power, natural gas, or telecommunications facilities, the construction or relocation of which could cause significant environmental effects? (b) Have sufficient water supplies available to serve the project and reasonably foreseeable future development during normal, dry and multiple dry years? (c) Result in a determination by the waste water treatment provider, which serves or may serve the project that it has adequate capacity to serve the project’s projected demand in addition to the provider’s existing commitments? (d) Generate solid waste in excess of state or local standards, or in excess of the capacity of local infrastructure, or otherwise impair the attainment of solid waste reduction goals? (e) Comply with federal, state, and local management and reduction statutes and regulations related to solid waste? (a) – Less than Significant Impact: The project would not exceed wastewater treatment requirements of the applicable Regional Water Quality Control Board; require or result in the construction of new water or wastewater treatment facilities or expansion of existing facilities. The West Valley Sanitation District has provided written correspondence (“will serve” letter) which indicates that the sewer facilities are adequate to support the site. (b) – Less than Significant Impact: The San Jose Water Company did not identify any water shortages in the foreseeable future during normal, dry or multiple dry years and has provided written correspondence (“will serve” letter) which indicates that they will serve further development of the site in accordance with their rules and regulations in effect and on file with the California Public Utilities Commission (reference Attachment 4). (c) – Less than Significant Impact: The project would connect to the existing waste water treatment system, which currently has sufficient capacity to receive the additional waste water generated from the proposed project. Therefore, the project would not impact the ability of the waste water treatment provider (West Valley Sanitation District) to meet its current commitments for service, as further evidenced by the will serve letter provided by West Valley Sanitation (reference Attachment 4). Stormwater runoff generated by the project site would be collected and treated on-site in compliance with Provision C.3 of the National Pollution Discharge Elimination System (NPDES) requirements as discussed in Section 9 (Hydrology and Water Quality) and will not require expansion or construction of new stormwater treatment facilities. (d-e) – Less than Significant Impact: Existing capacity at local landfills can accommodate the amount of waste generated as a result of project operation. The project would comply with Federal, State and local statutes and regulations related to solid waste. Mitigation Measure(s): None Required. Environmental Impact Evaluation – Wildfire Page No. 50 20. WILDFIRE Issues If located in or near state responsibility areas or lands classified as very high fire hazard severity zones, would the project: Potentially Significant Impact Less than Significant With Mitigation Incorporated Less Than Significant Impact No Impact (a) Substantially impair an adopted emergency response plan or emergency evacuation plan? (b) Due to slope, prevailing winds, and other factors, exacerbate wildfire risks, and thereby expose project occupants to pollutant concentrations from a wildfire or the uncontrolled spread of a wildfire? (c) Require the installation or maintenance of associated infrastructure (such as roads, fuel breaks, emergency water sources, power lines or other utilities) that may exacerbate fire risk or that may result in temporary or ongoing impacts to the environment? (d) Expose people or structures to significant risks, including downslope or downstream flooding or landslides, as a result of runoff, post-fire slope instability, or drainage changes? (a-d) – No Impact: The entire City of Campbell, including the property, is not located or near state responsibility areas or lands classified as a very high fire hazard severity zone as identified on the California Department of Forestry and Fire Protection’s Fire and Resource Assessment Program (FRAP) map. Further, the City of Campbell has not adopted a local ordinance establishing a very high fire hazard severity zone. Mitigation Measure(s): None Required. Environmental Impact Evaluation – Mandatory Findings of Significance Page No. 51 21. MANDATORY FINDINGS OF SIGNIFICANCE Issues Potentially Significant Impact Less than Significant With Mitigation Incorporated Less Than Significant Impact No Impact (a) Does the project have the potential to substantially degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, substantially reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory? (b) Does the project have impacts that are individually limited, but cumulatively considerable? (“Cumulatively considerable” means that the incremental effects of a project are considerable when viewed in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projects.) (c) Does the project have environmental effects which will cause substantial adverse effects on human beings, either directly or indirectly? (a) – Less than Significant Impact: Based on the findings of the Initial Study, construction and operation of the project, with mitigation, would not substantially degrade the quality the environment; reduce the habitat, population, or range of species; nor eliminate important examples of California history or prehistory. (b) – Less than Significant Impact: Based on the findings of this Initial Study, the project would not have individual or cumulative environmental impacts that cannot be mitigated to a less than significant level. (c) – Less than Significant Impact: Based on the findings of the Initial Study, there is no evidence to demonstrate that the project would cause a substantial adverse effect on human beings, either directly or indirectly. Mitigation Measure(s): None Required. Determination Page No. 52 Determination: On the basis of this initial evaluation, and incorporation of the recommended mitigation measures into the project design: 1. I find that the project could not have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared. 2. I find that although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because revisions in the project have been made by or agreed to by the project proponent. A MITIGATED NEGATIVE DECLARATION will be prepared. 3. I find the proposed project may have a significant effect on the environment, and an ENVIRONMENTAL IMPACT REPORT is required. 4. I find that the proposed project may have a “potentially significant impact” or “potentially significant unless mitigated impact” on the environment, but at least one effect 1) has been adequately analyzed in an earlier document pursuant to applicable legal standards, and 2) has been addressed by mitigation measures based on the earlier analysis as described on attached sheets. An ENVIRONMENTAL IMPACT REPORT is required, but it must analyze only the effects that remain to be addressed. 5. I find that although the proposed project could have a significant effect on the environment, because all potentially significant effects (a) have been analyzed adequately in an earlier EIR or Negative Declaration pursuant to applicable standards, and (b) have been avoided or mitigated pursuant to that earlier EIR or Negative Declaration, including revisions or mitigation measures that are imposed upon the proposed project, nothing further is required. Daniel Fama PROJECT PLANNER Senior Planner TITLE City of Campbell AGENCY _____________________________ October 1, 2019 SIGNATURE DATE Environmental Impact Evaluation – Reference Materials Page No. 53 III. REFERENCE MATERIALS Attachments (May be viewed at http://www.ci.campbell.ca.us/Archive.aspx?AMID=48): 1. Trojan Storage Facility Air Quality and Greenhouse Gas Assessment by Illingworth & Rodkin, Inc, dated December 3, 2018. 2. Geotechnical Evaluation by EEI Engineering Solutions, dated August 24, 2018. 3. Phase I Environmental Site Assessment by AEI Consultants, dated June 12, 2018. 4. Will Serve Letters (WVSD, PG&E, AT&T, & San Jose Water) 5. Trojan Storage Facility Noise and Vibration Assessment by Illingworth & Rodkin, Inc, dated January 15, 2019. Reference Documents: 1. Bay Area Air Quality Management District (BAAQMD). (Adopted) April 19, 2017. Final 2017 Clean Air Plan (CAP). 2. Bay Area Air Quality Management District (BAAQMD). May 2017. California Environmental Quality Act Air Quality Guidelines. Table 2-1. Air Quality CEQA Thresholds of Significance. (Including Risk and Hazards for new sources and receptors). 3. Bay Area Air Quality Management District (BAAQMD). Accessed online in November 2017. Tools and Methodologies, BAAQMD CEQA Air Quality Risks and Hazards Analysis Tools. (various online risks and hazards screening analysis tools) (Primary Webpage [with links to various online screening tools]. http://www.baaqmd.gov/plans-and- climate/california-environmental-quality-act-ceqa/ceqa-tools (accessed online). 4. Hazardous Waste & Substances Sites List. http://www.dtsc.ca.gov/SiteCleanup/Cortese_List.cfm (accessed online) 5. State Water Resources Control Board Geotracker data management system. https://geotracker.waterboards.ca.gov/ (accessed online) 6. State Water Resource Control Board: https://geotracker.waterboards.ca.gov/ (accessed online) 7. State of California, Seismic Hazard Zones Report for the San Jose West 7.5 Minute Quadrangle, dated 2002 as revised on October 10, 2005. http://gmw.conservation.ca.gov/SHP/EZRIM/Reports/SHZR/SHZR_058_San_Jose_West.p df (accessed online) 8. California Natural Diversity Database, 2000. 9. CEQA Guidelines, 2019 version. https://www.califaep.org/images/ceqa/statute- guidelines/2019/2019-Appendix-G-Checklist-Final.pdf (accessed online) 10. California Fire, Fire Hazard Severity Zone Viewer. http://egis.fire.ca.gov/FHSZ/ (accessed online) 11. City of Campbell General Plan & City of Campbell Zoning Code. CITY OF CAMPBELL Community Development Department MITIGATION MONITORING AND REPORTING PROGRAM Campbell Trojan Self-Storage Project Mitigation Measure Monitoring Phase Enforcement Agency Monitoring Agency Action Indicating Compliance Verification of Compliance Initials Date Remarks Air Quality - AIR Mitigation Measure AQ-1: Include measures to control dust and exhaust during construction: During any construction period ground disturbance, the applicant shall ensure that the project contractor implement measures to control dust and exhaust. Implementation of the measures recommended by BAAQMD and listed below would reduce the air quality impacts associated with grading and new construction to a less-than-significant level. Additional measures are identified to reduce construction equipment exhaust emissions. The contractor shall implement the following best management practices that are required of all projects: 1. All exposed surfaces (e.g., parking areas, staging areas, soil piles, graded areas, and unpaved access roads) shall be watered two times per day. 2. All haul trucks transporting soil, sand, or other loose Site Preparation and Construction City of Campbell Public Works Department and Building Division Periodic Compliance Report Draft Mitigation Monitoring and Reporting Program – Campbell Trojan Self-Storage Project Page 2 of 6 material off-site shall be covered. 3. 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. 4. All vehicle speeds on unpaved roads shall be limited to 15 miles per hour (mph). 5. 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. 6. Idling times shall be minimized either by shutting equipment off when not in use or reducing the maximum idling time to 5 minutes (as required by the California airborne toxics control measure Title 13, Section 2485 of California Code of Regulations [CCR]). Clear signage shall be provided for construction workers at all access points. 7. All construction equipment shall be maintained and properly tuned in accordance with manufacturer’s specifications. All equipment shall be checked by a certified mechanic and determined to be running in proper condition prior to operation. 8. 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 Air District’s phone number shall also be visible to ensure compliance with applicable regulations. Draft Mitigation Monitoring and Reporting Program – Campbell Trojan Self-Storage Project Page 3 of 6 Mitigation Measure AQ-2: Selection of equipment during construction to minimize emissions. Such equipment selection would include the following: The project shall develop a plan demonstrating that the off- road equipment used on-site to construct the project would achieve a fleet-wide average 85-percent reduction in DPM exhaust emissions or greater. Specifically, all diesel-powered off-road equipment, larger than 25 horsepower, operating on the site for more than two days continuously shall, at a minimum, meet U.S. EPA NOx and particulate matter emissions standards for Tier 3 engines and this equipment shall include CARB-certified Level 3 Diesel Particulate Filters9 or equivalent. Equipment that meets U.S. EPA Tier 4 interim standards or use of equipment that is electrically powered or uses non-diesel fuels would meet this requirement. Cultural Resources – CUL Mitigation Measure CUL-1: If archaeological or paleontological resources are encountered during excavation or construction, construction personnel shall be instructed to immediately suspend all activity in the immediate vicinity of the suspected resources and the City and a licensed archeologist or paleontologist shall be contacted to evaluate the situation. A licensed archeologist or paleontologist shall be retained to inspect the discovery and make any necessary recommendations to evaluate the find under current CEQA guidelines prior to the submittal of a resource mitigation plan and monitoring program to the City for review and approval prior to the continuation of any on-site construction activity. Mitigation Measure CUL-2: In the event a human burial or skeletal element is identified during excavation or Draft Mitigation Monitoring and Reporting Program – Campbell Trojan Self-Storage Project Page 4 of 6 construction, work in that location shall stop immediately until the find can be properly treated. The City and the Santa Clara County Coroner’s office shall be notified. If deemed prehistoric, the Coroner’s office would notify the Native American Heritage Commission who would identify a "Most Likely Descendant (MLD)." The archeological consultant and MLD, in conjunction with the project sponsor, shall formulate an appropriate treatment plan for the find, which might include, but not be limited to, respectful scientific recording and removal, being left in place, removal and reburial on site, or elsewhere. Associated grave goods are to be treated in the same manner. Geology and Soils – GEO Mitigation Measure GEO-1: The applicant shall comply with the recommendations in the Geotechnical Evaluation, dated August 24, 2018 prepared by EEI Engineering Solutions. Such recommendations shall be incorporated into the project’s final engineering design as submitted to the Campbell Building Division for issuance of a building permit. The project shall use standard engineering techniques and conform to the requirements of the International Building Code to reduce the potential for seismic damage and risk to future occupants. Site Preparation and Construction City of Campbell Building Division Periodic Compliance Report Hazards and Hazardous Materials - HAZ Mitigation Measure HAZ-1: Prior to issuance of a demolition permit, a qualified contractor shall assess the property for presence of Lead-based paint (LBP) and Asbestos containing building materials (ACBM), and if present, prepare a plan, to the satisfaction of the Building Official, to properly manage and dispose of such materials. Prior to Issuance of Demolition Permit City of Campbell Building Division Assessment Report by Qualified Contractor Draft Mitigation Monitoring and Reporting Program – Campbell Trojan Self-Storage Project Page 5 of 6 Noise - NOI Mitigation Measure NOI-1: The following measures shall be implemented during all phases of the project (e.g. demolition, grading, and construction): • In accordance with the Campbell Municipal Code, construction activities shall be limited to the hours between 8:00 a.m. and 5:00 p.m., Monday through Friday, and between 9:00 a.m. to 4:00 p.m. on Saturdays, with no construction occurring on Sundays or Holidays. • Equip all internal combustion engine-driven equipment with intake and exhaust mufflers that are in good condition and appropriate for the equipment. • Unnecessary idling of internal combustion engines should be strictly prohibited. • Locate stationary noise-generating equipment, such as air compressors or portable power generators, as far as possible from sensitive receptors as feasible. • Utilize "quiet" air compressors and other stationary noise sources where technology exists. • Construction staging areas shall be established at locations that will create the greatest distance between the construction-related noise sources and noise-sensitive receptors nearest the project site during all project construction. • Control noise from construction workers’ radios to a point where they are not audible at existing residences bordering the project site. Prior to Issuance of Building Permit City of Campbell Building Division Assessment Report by Structural Engineer or Compliance Statement by Acoustical Consultant Draft Mitigation Monitoring and Reporting Program – Campbell Trojan Self-Storage Project Page 6 of 6 • The contractor shall prepare a detailed construction plan identifying the schedule for major noise-generating construction activities and notify in writing all adjacent business, residences, and other noise-sensitive land uses of the construction schedule. The construction plan shall identify a procedure for coordination with adjacent residential land uses so that construction activities can be scheduled to minimize noise disturbance. • Designate a "disturbance coordinator" who would be responsible for responding to any complaints about construction noise. The disturbance coordinator will determine the cause of the noise complaint (e.g., bad muffler, etc.) and will require that reasonable measures be implemented to correct the problem. Conspicuously post a telephone number for the disturbance coordinator at the construction site and include in it the notice sent to neighbors regarding the construction schedule. ATTACHMENT 1 AIR QUALITY AND GREENHOUSE GAS ASSESSMENT TROJAN STORAGE FACILTIY AIR QUALITY & GREENHOUSE GAS ASSESSMENT Campbell, CA November 30, 2018 Revised December 3, 2018 Prepared for: Brett Henry Trojan Storage 1732 Aviation Boulevard, Suite 217 Redondo Beach, CA 90278 Prepared by: Mimi McNamara James A. Reyff 429 East Cotati Avenue Cotati, CA 94931 (707) 794-0400 I&R Project#: 18-209 2 Introduction The purpose of this report is to address the air quality impacts and to compute the greenhouse gas (GHG) emissions associated with the Trojan Storage Facility located at 680 and 700 East McGlincy Lane (Parcels 3 & 4) in Campbell, California. The air quality impacts and GHG emissions would be associated with demolition of the existing uses at the site, construction of the new buildings and infrastructure, and operation of the project. Additionally, the project’s construction would be the primary source of toxic air contaminant (TAC) and fine particulate matter (PM2.5) emissions that could lead to community risk impacts, or in other words, increase health risks at sensitive receptors. This analysis addresses those issues following the guidance provided by the Bay Area Air Quality Management District (BAAQMD). Project Description The project would demolish the existing storage site and construct a three-story self-storage facility with a one-level basement on a 2.1-acre site. The facility would provide 1,164 storage units and 50 parking spaces. There will also be a 650 square foot (sf) residence on the second floor of the facility for the on-site manager. The entire building would total 157,467-sf. Setting The project is located in Santa Clara County, which is in the San Francisco Bay Area Air Basin. Ambient air quality standards have been established at both the State and federal level. The Bay Area meets all ambient air quality standards with the exception of ground-level ozone, respirable particulate matter (PM10), and fine particulate matter (PM2.5). Air Pollutants of Concern High ozone levels are caused by the cumulative emissions of reactive organic gases (ROG) and nitrogen oxides (NOX). These precursor pollutants react under certain meteorological conditions to form high ozone levels. Controlling the emissions of these precursor pollutants is the focus of the Bay Area’s attempts to reduce ozone levels. The highest ozone levels in the Bay Area occur in the eastern and southern inland valleys that are downwind of air pollutant sources. High ozone levels aggravate respiratory and cardiovascular diseases, reduced lung function, and increase coughing and chest discomfort. Particulate matter is another problematic air pollutant of the Bay Area. Particulate matter is assessed and measured in terms of respirable particulate matter or particles that have a diameter of 10 micrometers or less (PM10) and fine particulate matter where particles have a diameter of 2.5 micrometers or less (PM2.5). Elevated concentrations of PM10 and PM2.5 are the result of both region-wide (or cumulative) emissions and localized emissions. High particulate matter levels aggravate respiratory and cardiovascular diseases, reduce lung function, increase mortality (e.g., lung cancer), and result in reduced lung function growth in children. 3 Toxic Air Contaminants Toxic air contaminants (TAC) are a broad class of compounds known to cause morbidity or mortality (usually because they cause cancer) and include, but are not limited to, the criteria air pollutants. TACs are found in ambient air, especially in urban areas, and are caused by industry, agriculture, fuel combustion, and commercial operations (e.g., dry cleaners). TACs are typically found in low concentrations, even near their source (e.g., diesel particulate matter [DPM] near a freeway). Because chronic exposure can result in adverse health effects, TACs are regulated at the regional, State, and federal level. Diesel exhaust is the predominant TAC in urban air and is estimated to represent about three- quarters of the cancer risk from TACs (based on the Bay Area average). According to the California Air Resources Board (CARB), diesel exhaust is a complex mixture of gases, vapors, and fine particles. This complexity makes the evaluation of health effects of diesel exhaust a complex scientific issue. Some of the chemicals in diesel exhaust, such as benzene and formaldehyde, have been previously identified as TACs by the CARB, and are listed as carcinogens either under the State's Proposition 65 or under the Federal Hazardous Air Pollutants programs. Regulatory Agencies CARB has adopted and implemented a number of regulations for stationary and mobile sources to reduce emissions of DPM. Several of these regulatory programs affect medium and heavy-duty diesel trucks that represent the bulk of DPM emissions from California highways. These regulations include the solid waste collection vehicle (SWCV) rule, in-use public and utility fleets, and the heavy-duty diesel truck and bus regulations. In 2008, CARB approved a new regulation to reduce emissions of DPM and nitrogen oxides from existing on-road heavy-duty diesel fueled vehicles.1 The regulation requires affected vehicles to meet specific performance requirements between 2014 and 2023, with all affected diesel vehicles required to have 2010 model-year engines or equivalent by 2023. These requirements are phased in over the compliance period and depend on the model year of the vehicle. The BAAQMD is the regional agency tasked with managing air quality in the region. At the State level, the CARB (a part of the California Environmental Protection Agency [EPA]) oversees regional air district activities and regulates air quality at the State level. The BAAQMD has published California Environmental Quality Act (CEQA) Air Quality Guidelines that are used in this assessment to evaluate air quality impacts of projects.2 The detailed community risk modeling methodology used in this assessment is contained in Attachment 1. City of Campbell General Plan The City of Campbell’s General Plan includes goals, policies, and strategies to improve air quality and meet the State and National ambient air quality standards. The following goals, policies, and actions are applicable to the proposed project: 1 Available online: http://www.arb.ca.gov/msprog/onrdiesel/onrdiesel.htm. Accessed: November 21, 2014. 2 Bay Area Air Quality Management District. 2017. BAAQMD CEQA Air Quality Guidelines. May. 4 Goal CNR-11: Work toward improving air quality and meeting all federal and State ambient air quality standards Policy CNR-11.2: Effects of Development on Air Quality: Use the City’s development review process and the California Environmental Quality Act to evaluate and mitigate the local and cumulative effects of new development on air quality Strategy CNR-11.2d: Construction Dust Control: Require dust control measures, including those included in the Santa Clara Valley Non-Point Pollution Control Program, during construction. Strategy CNR-11.2e: Buffering or Mitigation Requirements: Require adequate buffering or other mitigation of all potential air pollutant sources, including commercial and industrial emissions. Sensitive Receptors There are groups of people more affected by air pollution than others. CARB has identified the following persons who are most likely to be affected by air pollution: children under 16, the elderly over 65, athletes, and people with cardiovascular and chronic respiratory diseases. These groups are classified as sensitive receptors. Locations that may contain a high concentration of these sensitive population groups include residential areas, hospitals, daycare facilities, elder care facilities, and elementary schools. The closest sensitive receptors to the project site are residences adjacent to the southern project boundary. There are additional residences at farther distances from the project site. Significance Thresholds In June 2010, BAAQMD adopted thresholds of significance to assist in the review of projects under CEQA and these significance thresholds were contained in the District’s 2011 CEQA Air Quality Guidelines. These thresholds were designed to establish the level at which BAAQMD believed air pollution emissions would cause significant environmental impacts under CEQA. The thresholds were challenged through a series of court challenges and were mostly upheld. BAAQMD updated the CEQA Air Quality Guidelines in 2017 to include the latest significance thresholds that were used in this analysis are summarized in Table 1. 5 Table 1. Air Quality Significance Thresholds Criteria Air Pollutant Construction Thresholds Operational Thresholds Average Daily Emissions (lbs./day) Average Daily Emissions (lbs./day) Annual Average Emissions (tons/year) ROG 54 54 10 NOx 54 54 10 PM10 82 (Exhaust) 82 15 PM2.5 54 (Exhaust) 54 10 CO Not Applicable 9.0 ppm (8-hour average) or 20.0 ppm (1-hour average) Fugitive Dust Construction Dust Ordinance or other Best Management Practices Not Applicable Health Risks and Hazards Single Sources Within 1,000-foot Zone of Influence Combined Sources (Cumulative from all sources within 1,000-foot zone of influence) Excess Cancer Risk >10.0 per one million >100 per one million Hazard Index >1.0 >10.0 Incremental annual PM2.5 >0.3 µg/m3 >0.8 µg/m3 Greenhouse Gas Emissions Land Use Projects – direct and indirect emissions Compliance with a Qualified GHG Reduction Strategy OR 1,100 metric tons annually or 4.6 metric tons per capita (for 2020) and adjusted to 2.6 metric tons per capita (for 2030)* Note: ROG = reactive organic gases, NOx = nitrogen oxides, PM10 = course particulate matter or particulates with an aerodynamic diameter of 10 micrometers (µm) or less, PM2.5 = fine particulate matter or particulates with an aerodynamic diameter of 2.5µm or less. GHG = greenhouse gases. *BAAQMD does not have a recommended post-2020 GHG threshold. 6 Impact 1: Conflict with or obstruct implementation of the applicable air quality plan? BAAQMD is the regional agency responsible for overseeing compliance with State and Federal laws, regulations, and programs within the San Francisco Bay Area Air Basin (SFBAAB). BAAQMD, with assistance from the Association of Bay Area Governments (ABAG) and Metropolitan Transportation Commission (MTC), has prepared and implements specific plans to meet the applicable laws, regulations, and programs. The most recent and comprehensive of which is the Bay Area 2017 Clean Air Plan.3 The BAAQMD has also developed CEQA guidelines to assist lead agencies in evaluating the significance of air quality impacts. In formulating compliance strategies, BAAQMD relies on planned land uses established by local general plans. Land use planning affects vehicle travel, which in turn affects region-wide emissions of air pollutants and GHGs. The BAAQMD, with assistance from ABAG and MTC, has prepared and implemented the Clean Air Plan to meet the applicable laws, regulations, and programs. The primary goals of the Clean Air Plan are to attain air quality standards, reduce population exposure and protect public health, and reduce GHG emissions and protect the climate. The BAAQMD has also developed CEQA guidelines to assist lead agencies in evaluating the significance of air quality impacts. In formulating compliance strategies, BAAQMD relies on planned land uses established by local general plans. Land use planning affects vehicle travel, which in turn affects region-wide emissions of air pollutants and GHG. The project proposed land use is consistent with the City of Campbell General Plan designation for this site. The 2017 Clean Air Plan includes control measures that are intended to reduce air pollutant emissions in the Bay Area either directly or indirectly. The most recent clean air plan is the 2017 Clean Air Plan that was adopted by BAAQMD in April 2017. The proposed project would not conflict with the latest Clean Air planning efforts since 1) the project would have emissions below the BAAQMD thresholds (see Impact 2), 2) the project would be considered urban infill, 3) the project would be located near employment centers, and 4) the project would be located near transit with regional connections. Impact 2: Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non-attainment under an applicable federal or state ambient air quality standard? The Bay Area is considered a non-attainment area for ground-level ozone and PM2.5 under both the Federal Clean Air Act and the California Clean Air Act. The area is also considered non-attainment for PM10 under the California Clean Air Act, but not the federal act. The area has attained both State and federal ambient air quality standards for carbon monoxide. As part of an effort to attain and maintain ambient air quality standards for ozone and PM10, the BAAQMD has established thresholds of significance for these air pollutants and their precursors. These thresholds are for ozone precursor pollutants (ROG and NOX), PM10, and PM2.5 and apply to both construction period and operational period impacts. The California Emissions Estimator Model (CalEEMod) Version 2016.3.2 was used to estimate emissions from construction and operation of the site assuming full build-out of the project. The 3 Bay Area Air Quality Management District (BAAQMD), 2017. Final 2017 Clean Air Plan. 7 project land use types and size, and anticipated construction schedule were input to CalEEMod. The model output from CalEEMod is included as Attachment 2. Construction Period Emissions CalEEMod provides annual emission estimates for both on-site and off-site construction activities. On-site activities are primarily made up of construction equipment emissions, while off-site activity includes worker, hauling, and vendor traffic. The construction schedule was based on information provided by the project applicant, but the equipment list was based on CalEEMod defaults for a project of this type and size. The following proposed project land uses were inputted into CalEEMod: 157,467-sf entered as “General Light Industry” and 50 spaces entered as “Parking Lot” on a 2.1-acre site. In addition, 40,000-sf of building demolition was entered into the model. The construction schedule assumed that the project would be built out over a period of approximately 10 months, beginning in June 2019. There were an estimated 220 construction workdays. Average daily emissions were computed by dividing the total construction emissions by the number of construction days. Table 2 shows average daily construction emissions of ROG, NOX, PM10 exhaust, and PM2.5 exhaust during construction of the project. As indicated in Table 2, predicted construction period emissions would not exceed the BAAQMD significance thresholds. Table 2. Construction Period Emissions Scenario ROG NOx PM10 Exhaust PM2.5 Exhaust Total construction emissions (tons) 1.1 tons 1.9 tons 0.1 tons 0.1 tons Average daily emissions (pounds)1 10 lbs./day 17.3 lbs./day 0.9 lbs./day 0.9 lbs./day BAAQMD Thresholds (pounds per day) 54 lbs./day 54 lbs./day 82 lbs./day 54 lbs./day Exceed Threshold? No No No No Notes: 1Assumes 220 workdays. Additionally, construction activities, particularly during site preparation and grading, would temporarily generate fugitive dust in the form of PM10 and PM2.5. Sources of fugitive dust would include disturbed soils at the construction site and trucks carrying uncovered loads of soils. Unless properly controlled, vehicles leaving the site would deposit mud on local streets, which could be an additional source of airborne dust after it dries. The BAAQMD CEQA Air Quality Guidelines consider these impacts to be less-than-significant if best management practices are implemented to reduce these emissions. Mitigation Measure AQ-1 would implement BAAQMD-recommended best management practices. Mitigation Measure AQ-1: Include measures to control dust and exhaust during construction. During any construction period ground disturbance, the applicant shall ensure that the project contractor implement measures to control dust and exhaust. Implementation of the measures 8 recommended by BAAQMD and listed below would reduce the air quality impacts associated with grading and new construction to a less-than-significant level. Additional measures are identified to reduce construction equipment exhaust emissions. The contractor shall implement the following best management practices that are required of all projects: 1. All exposed surfaces (e.g., parking areas, staging areas, soil piles, graded areas, and unpaved access roads) shall be watered two times per day. 2. All haul trucks transporting soil, sand, or other loose material off-site shall be covered. 3. 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. 4. All vehicle speeds on unpaved roads shall be limited to 15 miles per hour (mph). 5. 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. 6. Idling times shall be minimized either by shutting equipment off when not in use or reducing the maximum idling time to 5 minutes (as required by the California airborne toxics control measure Title 13, Section 2485 of California Code of Regulations [CCR]). Clear signage shall be provided for construction workers at all access points. 7. All construction equipment shall be maintained and properly tuned in accordance with manufacturer’s specifications. All equipment shall be checked by a certified mechanic and determined to be running in proper condition prior to operation. 8. 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 Air District’s phone number shall also be visible to ensure compliance with applicable regulations. 9 Effectiveness of Mitigation Measure AQ-1 The measures included above would be consistent with BAAQMD-recommended basic control measures for reducing fugitive particulate matter that are contained in the BAAQMD CEQA Air Quality Guidelines. Operational Period Emissions Operational air emissions from the project would be generated primarily from autos driven by future customers. Evaporative emissions from architectural coatings and maintenance products (classified as consumer products) are typical emissions from these types of uses. CalEEMod was used to estimate emissions from operation of the proposed project assuming full build-out. Land Uses The project land uses were input to CalEEMod, as described above for the construction period modeling. Model Year Emissions associated with vehicle travel depend on the year of analysis because emission control technology requirements are phased-in over time. Therefore, the earlier the year analyzed in the model, the higher the emission rates utilized by CalEEMod. The earliest the project could possibly be constructed and begin operating would be 2021. Emissions associated with build-out later than 2021 would be lower. Trip Generation Rates CalEEMod allows the user to enter specific vehicle trip generation rates, which were input to the model using the daily trip generation rate provided in the project trip generation table. Usually, the Saturday and Sunday trip rates were assumed to be the weekday rate adjusted by multiplying the ratio of the CalEEMod default rates for Saturday and Sunday trips. However, for self-storage facilities the weekend trip rate is equal to the weekday trip rate. Therefore, the weekday project trip generation value provided was applied to both the Saturday and Sunday trip rate. The project applicant provided project trip generation values for the general light industry facility.4 The weekday trip rate used for the project was 8.63, which was based on 207 trips divided by 24 hours, and this rate was used for all seven days. The trip length used was 3.1 miles, which is a one-way weighted average distance based on Trojan customer trip length CalEEMod assumes commercial trips (i.e. a customer traveling to a commercial site) as one-way trips. Attachment 2 includes the weighted average distance table based on Trojan customer trip length. 4 ITE 8th Edition Trip Generation Manual, “Mini Warehouse” trip generation rate is 1.65 trips per 1,000 square feet of net rentable area. Trojan proposed net rentable square feet would be 125,000 square feet. The total trips then would be 207 trips divided by 24 hours, which equals 8.36 daily trips. 10 Energy CalEEMod defaults for energy use were used, which include the 2016 Title 24 Building Standards. Indirect emissions from electricity were computed in CalEEMod. The model has a default rate of 641.3 pounds of CO2 per megawatt of electricity produced, which is based on PG&E’s 2008 emissions rate. The rate was adjusted to account for PG&E’s projected 2020 CO2 intensity rate. This 2020 rate is based, in part, on the requirement of a renewable energy portfolio standard of 33 percent by the year 2020. The derived 2020 rate for PG&E was estimated at 290 pounds of CO2 per megawatt of electricity delivered.5 Other Inputs Default model assumptions for emissions associated with solid waste generation and water/wastewater use were applied to the project. Water/wastewater use were changed to 100% aerobic conditions to represent wastewater treatment plant conditions. Mitigation Water-efficient irrigation systems and low-flow water use were also applied. Note that the project will include solar panels on the roof, but it is unknown at this moment how much energy would be derived from the solar panels. Therefore, on-site renewable energy was not applied to the model. Existing Uses The existing land use on the project site included 40,000-sf entered as “General Light Industry”. A CalEEMod model for the existing land use was run for years 2021 and 2023. As shown in Table 3, operational emissions would not exceed the BAAQMD significance thresholds. This would be considered a less-than-significant impact. Table 3. Operational Emissions Scenario ROG NOx PM10 PM2.5 2021 Project Operational Emissions (tons/year) 1.0 tons 1.2 tons 0.6 tons 0.2 tons 2021 Existing Operational Emissions (tons/years) 0.2 tons 0.3 tons 0.2 tons 0.1 tons Net Emissions 0.8 tons 0.9 tons 0.4 tons 0.1 tons BAAQMD Thresholds (tons /year) 10 tons 10 tons 15 tons 10 tons Exceed Threshold? No No No No 2021 Project Operational Emissions (lbs/day)1 4.4 lbs. 4.9 lbs. 2.2 lbs. 0.5 lbs. BAAQMD Thresholds (pounds/day) 54 lbs. 54 lbs. 82 lbs. 54 lbs. Exceed Threshold? No No No No Notes: 1 Assumes 365-day operation. 5 Pacific Gas & Electric, 2015. Greenhouse Gas Emission Factors: Guidance for PG&E Customers. November. 11 Impact 3: Expose sensitive receptors to substantial pollutant concentrations? Operational Community Health Risk Impacts Operation of the project is not expected to cause any localized emissions that could expose sensitive receptors to unhealthy air pollutant levels. When operating, the project would generate automobile traffic; however, these emissions are anticipated to result in fairly low impacts in terms of TAC or PM2.5 exposure. No stationary sources of TACs, such as diesel-powered emergency generators, are proposed as part of the project. Therefore, operational sources of TAC or PM2.5 would not be substantial and were not further evaluated. Construction Community Health Risk Impacts Project Construction Activity Construction equipment and associated heavy-duty truck traffic generates diesel exhaust are known as a TAC. These exhaust air pollutant emissions would not be considered to contribute substantially to existing or projected air quality violations. Construction exhaust emissions may still pose health risks for sensitive receptors such as surrounding residents. The primary community risk impact issues associated with construction emissions are cancer risk and exposure to PM2.5. Diesel exhaust poses both a potential health and nuisance impact to nearby receptors. A health risk assessment of the project construction activities was conducted that evaluated potential health effects of sensitive receptors at these nearby residences from construction emissions of DPM and PM2.5.6 Dispersion modeling was conducted to predict the off-site concentrations resulting from project construction, so that lifetime cancer risks and non- cancer health effects could be evaluated. Construction Emissions The CalEEMod model provided total annual PM10 exhaust emissions (assumed to be DPM) for the off-road construction equipment and for exhaust emissions from on-road vehicles, with total emissions from all construction stages as 0.0913 tons (183 pounds). The on-road emissions are a result of haul truck travel during demolition and grading activities, worker travel, and vendor deliveries during construction. A trip length of one mile was used to represent vehicle travel while at or near the construction site. It was assumed that these emissions from on-road vehicles traveling at or near the site would occur at the construction site. Fugitive PM2.5 dust emissions were calculated by CalEEMod as 0.02361 tons (47 pounds) for the overall construction period. Dispersion Modeling The U.S. EPA AERMOD dispersion model was used to predict concentrations of DPM and PM2.5 concentrations at sensitive receptors (residences) in the vicinity of the project construction area. The AERMOD dispersion model is a BAAQMD-recommended model for use in modeling analysis of these types of emission activities for CEQA projects.7 The modeling utilized two area sources to represent the on-site construction emissions, one for exhaust emissions and one 6 DPM is identified by California as a toxic air contaminant due to the potential to cause cancer. 7 Bay Area Air Quality Management District (BAAQMD), 2012, Recommended Methods for Screening and Modeling Local Risks and Hazards, Version 3.0. May. 12 for fugitive dust emissions. To represent the construction equipment exhaust emissions, an emission release height of 6 meters (19.7 feet) was used for the area source. The elevated source height reflects the height of the equipment exhaust pipes plus an additional distance for the height of the exhaust plume above the exhaust pipes to account for plume rise of the exhaust gases. For modeling fugitive PM2.5 emissions, a near-ground level release height of 2 meters (6.6 feet) was used for the area source. Emissions from the construction equipment and on-road vehicle travel were distributed throughout the modeled area sources. Construction emissions were modeled as occurring daily between 8 a.m. to 4 p.m. per the project applicant’s construction schedule. The modeling used a five-year data set (2006-2010) of hourly meteorological data from the San José Airport meteorological site that was prepared for use with the AERMOD model by BAAQMD. Annual DPM and PM2.5 concentrations from construction activities during the 2020-2021 period were calculated using the model. DPM and PM2.5 concentrations were calculated at nearby sensitive receptors. Receptor heights of 1.5 meters (5 feet) and 4.5 meters (15 feet) were used to represent the breathing heights of residents in nearby single-family residences and apartments. Community Risk Impacts Figure 1 shows the locations where the maximum-modeled DPM and PM2.5 concentrations occurred. The maximum concentrations occurred at a single-family residence (1.5 meters) immediately south of the project site. The maximum increased cancer risk at the location of the maximally exposed individual (MEI) was calculated using the BAAQMD recommended methods and the maximum annual modeled DPM concentration. The cancer risk calculations are based on applying the BAAQMD recommended age sensitivity factors to the TAC concentrations. Age-sensitivity factors reflect the greater sensitivity of infants and small children to cancer causing TACs. BAAQMD-recommended exposure parameters were used for the cancer risk calculations, as described in Attachment 1. Infant and adult exposures were assumed to occur at all residences through the entire construction period. Attachment 3 includes the construction emission calculations and source information used in the modeling and the cancer risk calculations. Results of this assessment indicated that the maximum excess residential cancer risks would be greater than the BAAQMD significance threshold of 10 in one million and the maximum PM2.5 concentrations would exceed the BAAQMD significance threshold of 0.3 μg/m3. Implementation of Mitigation Measures AQ-2 would reduce this impact to a level of less-than-significant as seen in Table 4, which summarizes the maximum cancer risks, PM2.5 concentrations, and health hazard indexes for project related construction activities affecting the residential MEI. Note that Table 4 is presented after the Cumulative Impacts section. 13 Figure 1. Project Construction Site and Locations of Off-Site Sensitive Receptors and TAC Impacts Cumulative Impact on Construction MEI Cumulative community risk impacts were addressed through an evaluation of TAC sources located within 1,000 feet of the construction MEI. These sources could include freeways or highways, busy surface streets, and stationary sources identified by BAAQMD. A review of the project area indicates that most nearby streets are assumed to have less than 10,000 vehicles per day. A review of BAAQMD’s stationary source Google Earth map tool identified four stationary sources with the potential to affect the construction MEI. Figure 2 shows the sources affecting the project site, nearby cumulative sources affecting the construction MEI. Community risk impacts from these sources upon the construction MEI are reported in Table 4. Details of the modeling and community risk calculations are included in Attachment 4. 14 Figure 2. Project Site and Nearby TAC and PM2.5 Sources Stationary Sources Permitted stationary sources of air pollution near the project site were identified using BAAQMD’s Stationary Source Risk & Hazard Analysis Tool. This mapping tool uses Google Earth and identified the location of seven stationary sources and their estimated risk and hazard impacts. A Stationary Source Information Form (SSIF) containing the four identified sources was prepared and submitted to BAAQMD. They provided updated risk levels, emissions and adjustments to account for new OEHHA guidance8. The agency identified Plants #19055 and #9557 as spray booths that are not adjusted for distance. Plant #9557 was identified as a coating operation with low risk values that are calculated as zero, so this stationary source was not 8 Correspondence with Areana Flores, BAAQMD, November 21, 2018. 15 considered within the cumulative impact analysis. The remaining Plant #107158 was identified as a gas dispensing facility and adjusted with the BAAQMD’s Distance Adjustment Multiplier Tool for Gasoline Dispensing Facilities (GDF). Concentration levels and community risk impacts from these sources upon the project are reported in Table 4. Summary of Construction Health Risk Impacts Table 4 reports both the project and cumulative community risk impacts. Without mitigation, the project would have a significant impact with respect to community risk caused by project construction activities, since the maximum cancer risk and PM2.5 concentration exceed the single-source thresholds of 10.0 per million for cancer risk and 0.3 μg/m3 for PM2.5, respectively. As shown in Table 4, the combined annual cancer risk, PM2.5 concentration and Hazard risk values, which includes unmitigated and mitigated, would not exceed the cumulative threshold. Table 4. Impacts from Combined Sources at Construction MEI Source Maximum Cancer Risk (per million) PM2.5 concentration (μg/m3) Hazard Index Project Construction Unmitigated Mitigated 65.9 (infant) 7.5 (infant) 0.62 0.11 0.08 0.01 BAAQMD Single-Source Threshold >10.0 >0.3 >1.0 Significant? Unmitigated Mitigated Yes No Yes No No No Plant #107158 (Gas Dispensing Facility) at 420 feet <0.1 - <0.01 Plant #9055 (Spray Booth) - - <0.01 Plant #19607 (Spray Booth) - - <0.01 Combined Sources Unmitigated Mitigated 66.0 (infant) 7.6 (infant) 0.62 0.11 <0.09 <0.04 BAAQMD Cumulative Source Threshold >100 >0.8 >10.0 Significant? Unmitigated Mitigated No No No No No No Mitigation Measure AQ-2: Selection of equipment during construction to minimize emissions. Such equipment selection would include the following: The project shall develop a plan demonstrating that the off-road equipment used on-site to construct the project would achieve a fleet-wide average 85-percent reduction in DPM exhaust emissions or greater. One feasible plan to achieve this reduction would include the following: 1. All diesel-powered off-road equipment, larger than 25 horsepower, operating on the site for more than two days continuously shall, at a minimum, meet U.S. EPA NOx and particulate matter emissions standards for Tier 3 engines and this equipment shall include 16 CARB-certified Level 3 Diesel Particulate Filters9 or equivalent. Equipment that meets U.S. EPA Tier 4 interim standards or use of equipment that is electrically powered or uses non-diesel fuels would meet this requirement. Effectiveness of Mitigation AQ-2 With mitigation, the computed maximum increased lifetime residential cancer risk from construction, assuming infant exposure, would be 7.5 in one million or less, the maximum annual PM2.5 concentration would be 0.11 μg/m3, and the Hazard Index would be 0.01. As a result, impacts would be reduced to less than significant with respect to community risk caused by construction activities. Impact 4: Result in other emissions (such as those leading to odors) adversely affecting a substantial number of people? Emissions of air pollutants or TACs are addressed under impacts 2 and 3. Emission of greenhouse gases are addressed separately. In terms of odor emissions, the proposed project would construct a storage facility that is categorized as a general light industry land use. The proposed project does not fall under any of the land uses BAAQMD identified within their odor screening table of the CEQA Air Quality Guidelines. Therefore, odors that could cause complaints from the general public and affect a substantial number of people are not expected. 9 See http://www.arb.ca.gov/diesel/verdev/vt/cvt.htm 17 Greenhouse Gases Setting Gases that trap heat in the atmosphere, GHGs, regulate the earth’s temperature. This phenomenon, known as the greenhouse effect, is responsible for maintaining a habitable climate. The most common GHGs are carbon dioxide (CO2) and water vapor but there are also several others, most importantly methane (CH4), nitrous oxide (N2O), hydrofluorocarbons (HFCs), perfluorocarbons (PFCs), and sulfur hexafluoride (SF6). These are released into the earth’s atmosphere through a variety of natural processes and human activities. Sources of GHGs are generally as follows: • CO2 and N2O are byproducts of fossil fuel combustion. • N2O is associated with agricultural operations such as fertilization of crops. • CH4 is commonly created by off-gassing from agricultural practices (e.g., keeping livestock) and landfill operations. • Chlorofluorocarbons (CFCs) were widely used as refrigerants, propellants, and cleaning solvents but their production has been stopped by international treaty. • HFCs are now used as a substitute for CFCs in refrigeration and cooling. • PFCs and sulfur hexafluoride emissions are commonly created by industries such as aluminum production and semi-conductor manufacturing. Each GHG has its own potency and effect upon the earth’s energy balance. This is expressed in terms of a global warming potential (GWP), with CO2 being assigned a value of 1 and sulfur hexafluoride being several orders of magnitude stronger. In GHG emission inventories, the weight of each gas is multiplied by its GWP and is measured in units of CO2 equivalents (CO2e). An expanding body of scientific research supports the theory that global climate change is currently affecting changes in weather patterns, average sea level, ocean acidification, chemical reaction rates, and precipitation rates, and that it will increasingly do so in the future. The climate and several naturally occurring resources within California are adversely affected by the global warming trend. Increased precipitation and sea level rise will increase coastal flooding, saltwater intrusion, and degradation of wetlands. Mass migration and/or loss of plant and animal species could also occur. Potential effects of global climate change that could adversely affect human health include more extreme heat waves and heat-related stress; an increase in climate-sensitive diseases; more frequent and intense natural disasters such as flooding, hurricanes and drought; and increased levels of air pollution. 18 Recent Regulatory Actions Assembly Bill 32 (AB 32), California Global Warming Solutions Act (2006) AB 32, the Global Warming Solutions Act of 2006, codified the State’s GHG emissions target by directing CARB to reduce the State’s global warming emissions to 1990 levels by 2020. AB 32 was signed and passed into law by Governor Schwarzenegger on September 27, 2006. Since that time, the CARB, CEC, California Public Utilities Commission (CPUC), and Building Standards Commission have all been developing regulations that will help meet the goals of AB 32 and Executive Order S-3-05. A Scoping Plan for AB 32 was adopted by CARB in December 2008. It contains the State’s main strategies to reduce GHGs from business-as-usual emissions projected in 2020 back down to 1990 levels. Business-as-usual (BAU) is the projected emissions in 2020, including increases in emissions caused by growth, without any GHG reduction measures. The Scoping Plan has a range of GHG reduction actions, including direct regulations, alternative compliance mechanisms, monetary and non-monetary incentives, voluntary actions, and market-based mechanisms such as a cap-and-trade system. Senate Bill 375, California's Regional Transportation and Land Use Planning Efforts (2008) California enacted legislation (SB 375) to expand the efforts of AB 32 by controlling indirect GHG emissions caused by urban sprawl. SB 375 provides incentives for local governments and applicants to implement new conscientiously planned growth patterns. This includes incentives for creating attractive, walkable, and sustainable communities and revitalizing existing communities. The legislation also allows applicants to bypass certain environmental reviews under CEQA if they build projects consistent with the new sustainable community strategies. Development of more alternative transportation options that would reduce vehicle trips and miles traveled, along with traffic congestion, would be encouraged. SB 375 enhances CARB’s ability to reach the AB 32 goals by directing the agency in developing regional GHG emission reduction targets to be achieved from the transportation sector for 2020 and 2035. CARB works with the metropolitan planning organizations (e.g. Association of Bay Area Governments [ABAG] and Metropolitan Transportation Commission [MTC]) to align their regional transportation, housing, and land use plans to reduce vehicle miles traveled and demonstrate the region's ability to attain its GHG reduction targets. A similar process is used to reduce transportation emissions of ozone precursor pollutants in the Bay Area. SB 350 Renewable Portfolio Standards In September 2015, the California Legislature passed SB 350, which increases the states Renewables Portfolio Standard (RPS) for content of electrical generation from the 33 percent target for 2020 to a 50 percent renewables target by 2030. Executive Order EO-B-30-15 (2015) and SB 32 GHG Reduction Targets In April 2015, Governor Brown signed Executive Order which extended the goals of AB 32, setting a greenhouse gas emissions target at 40 percent of 1990 levels by 2030. On September 8, 2016, Governor Brown signed SB 32, which legislatively established the GHG reduction target of 40 percent of 1990 levels by 2030. In November 2017, CARB issued California’s 2017 19 Climate Change Scoping Plan. While the State is on track to exceed the AB 32 scoping plan 2020 targets, this plan is an update to reflect the enacted SB 32 reduction target. The new Scoping Plan establishes a strategy that will reduce GHG emissions in California to meet the 2030 target (note that the AB 32 Scoping Plan only addressed 2020 targets and a long- term goal). Key features of this plan are: • Cap and Trade program places a firm limit on 80 percent of the State’s emissions; • Achieving a 50-percent Renewable Portfolio Standard by 2030 (currently at about 29 percent statewide); • Increase energy efficiency in existing buildings (note that new • Develop fuels with an 18-percent reduction in carbon intensity; • Develop more high-density, transit-oriented housing; • Develop walkable and bikeable communities • Greatly increase the number of electric vehicles on the road and reduce oil demand in half; • Increase zero-emissions transit so that 100 percent of new buses are zero emissions; • Reduce freight-related emissions by transitioning to zero emissions where feasible and near-zero emissions with renewable fuels everywhere else; and • Reduce “super pollutants” by reducing methane and hydrofluorocarbons or HFCs by 40 percent. In the updated Scoping Plan, CARB recommends statewide targets of no more than 6 metric tons CO2e per capita (statewide) by 2030 and no more than 2 metric tons CO2e per capita by 2050. The statewide per capita targets account for all emissions sectors in the State, statewide population forecasts, and the statewide reductions necessary to achieve the 2030 statewide target under SB 32 and the longer-term State emissions reduction goal of 80 percent below 1990 levels by 2050. Significance Thresholds The BAAQMD’s CEQA Air Quality Guidelines recommended a GHG threshold of 1,100 metric tons or 4.6 metric tons (MT) per capita. These thresholds were developed based on meeting the 2020 GHG targets set in the scoping plan that addressed AB 32. Development of the project would occur in 2020. Although BAAQMD has not published a quantified threshold for 2030 yet, this assessment uses a bright-line threshold of 660 MT CO2e/year based on the GHG reduction goals of EO B-30-15. The 2030 bright-line threshold is a 40 percent reduction of the 2020 1,100 MT CO2e/year threshold. Impact 1: Generate greenhouse gas emissions, either directly or indirectly, that may have a significant impact on the environment? GHG emissions associated with development of the proposed project would occur over the short- term from construction activities, consisting primarily of emissions from equipment exhaust and worker and vendor trips. There would also be long-term operational emissions associated with vehicular traffic within the project vicinity, energy and water usage, and solid waste disposal. 20 Emissions for the proposed project are discussed below and were analyzed using the methodology recommended in the BAAQMD CEQA Air Quality Guidelines. CalEEMod Modeling CalEEMod was used to predict GHG emissions from operation of the site assuming full build- out of the project. The project land use types and size and other project-specific information were input to the model, as described above in the operational period emissions section. CalEEMod output is included in Attachment 2. Construction Emissions GHG emissions associated with construction were computed to be 277 MT of CO2e for the total construction period. These are the emissions from on-site operation of construction equipment, vendor and hauling truck trips, and worker trips. Neither the City nor BAAQMD have an adopted threshold of significance for construction-related GHG emissions, though BAAQMD recommends quantifying emissions and disclosing that GHG emissions would occur during construction. BAAQMD also encourages the incorporation of best management practices to reduce GHG emissions during construction where feasible and applicable. Best management practices assumed to be incorporated into construction of the proposed project include but are not limited to: using local building materials of at least 10 percent and recycling or reusing at least 50 percent of construction waste or demolition materials. Operational Emissions The CalEEMod model, along with the project vehicle trip generation rates, was used to estimate daily emissions associated with operation of the fully-developed site under the proposed project. As shown in Table 5, annual net emissions resulting from operation of the proposed project are predicted to be 765 MT of CO2e for the year 2021 and 638 MT of CO2e for the year 2030. The 2030 net emissions do not exceed the 2030 bright-line threshold of 660 MT CO2e/year. Therefore, the project would have a less-than-significant impact regarding GHG emissions. Table 5. Annual Project GHG Emissions (CO2e) in Metric Tons Source Category Existing Land Use in 2021 Proposed Project in 2021 Proposed Project in 2030 Area <1 <1 <1 Energy Consumption 100 396 396 Mobile 231 590 463 Solid Waste Generation 25 98 98 Water Usage 12 48 48 Total (MT CO2e/year) 368 1,133 1,006 Net Emissions 765 638 Significance Threshold 660 MT CO2e/year Significant? No 21 Impact 2: Conflict with an applicable plan, policy or regulation adopted for the purpose of reducing the emissions of greenhouse gases? Assembly Bill (AB) 32, the Global Warming Solutions Act of 2006, codifies the State of California’s GHG emissions target by directing CARB to reduce the State’s global warming emissions to 1990 levels by 2020. AB 32 was signed and passed into law by Governor Schwarzenegger on September 27, 2006. Since that time, CARB, California Energy Commission (CEC), the California Public Utilities Commission (CPUC), and the Building Standards Commission have all been developing regulations that will help meet the goals of AB 32 and Executive Order S-3-05. A Scoping Plan for AB 32 was adopted by CARB in December 2008. It contains the State of California’s main strategies to reduce GHGs from business-as-usual (BAU) emissions projected in 2020 back down to 1990 levels. BAU is the projected emissions in 2020, including increases in emissions caused by growth, without any GHG reduction measures. The Scoping Plan has a range of GHG reduction actions, including direct regulations, alternative compliance mechanisms, monetary and non-monetary incentives, voluntary actions, and market-based mechanisms such as a cap-and-trade system. It required CARB and other state agencies to develop and adopt regulations and other initiatives reducing GHGs by 2012. As directed by AB 32, CARB has also approved a statewide GHG emissions limit. On December 6, 2007, CARB staff resolved an amount of 427 million metric tons (MMT) of CO2e as the total statewide GHG 1990 emissions level and 2020 emissions limit. The limit is a cumulative statewide limit, not a sector- or facility-specific limit. CARB updated the future 2020 BAU annual emissions forecast, in light of the economic downturn, to 545 MMT of CO2e. Two GHG emissions reduction measures currently enacted that were not previously included in the 2008 Scoping Plan baseline inventory were included, further reducing the baseline inventory to 507 MMT of CO2e. Thus, an estimated reduction of 80 MMT of CO2e is necessary to reduce statewide emissions to meet the AB 32 target by 2020. SB 32 was passed in 2016, which codified a 2030 GHG emissions reduction target of 40 percent below 1990 levels. CARB is currently working on a second update to the Scoping Plan to reflect the 2030 target set by Executive Order B-30-15 and codified by SB 32. The proposed Scoping Plan Update was published on January 20, 2017 as directed by SB 32 companion legislation AB 197. The mid-term 2030 target is considered critical by CARB on the path to obtaining an even deeper GHG emissions target of 80 percent below 1990 levels by 2050, as directed in Executive Order S-3-05. The Scoping Plan outlines the suite of policy measures, regulations, planning efforts, and investments in clean technologies and infrastructure, providing a blueprint to continue driving down GHG emissions and obtain the statewide goals. The proposed project would not conflict or otherwise interfere with the statewide GHG reduction measures identified in CARB’s Scoping Plan. For example, proposed buildings would be constructed in conformance with CALGreen and the Title 24 Building Code, which requires high-efficiency water fixtures and water-efficient irrigation systems. 22 Supporting Documentation Attachment 1 is the methodology used to compute community risk impacts, including the methods to compute lifetime cancer risk from exposure to project emissions. Attachment 2 includes the CalEEMod output for project construction TAC emissions and GHG emissions. Also included are any modeling assumptions, like the Trojan Weighted Average Distance Table. Attachment 3 is the construction health risk assessment. AERMOD dispersion modeling files for this assessment, which are quite voluminous, are available upon request and would be provided in digital format. Attachment 4 includes the screening community risk calculations from sources affecting the construction MEI. Attachment 1: Health Risk Calculation Methodology A health risk assessment (HRA) for exposure to Toxic Air Contaminates (TACs) requires the application of a risk characterization model to the results from the air dispersion model to estimate potential health risk at each sensitive receptor location. The State of California Office of Environmental Health Hazard Assessment (OEHHA) and California Air Resources Board (CARB) develop recommended methods for conducting health risk assessments. The most recent OEHHA risk assessment guidelines were published in February of 2015.10 These guidelines incorporate substantial changes designed to provide for enhanced protection of children, as required by State law, compared to previous published risk assessment guidelines. CARB has provided additional guidance on implementing OEHHA’s recommended methods.11 This HRA used the recent 2015 OEHHA risk assessment guidelines and CARB guidance. The BAAQMD has adopted recommended procedures for applying the newest OEHHA guidelines as part of Regulation 2, Rule 5: New Source Review of Toxic Air Contaminants.12 Exposure parameters from the OEHHA guidelines and the recent BAAQMD HRA Guidelines were used in this evaluation. Cancer Risk Potential increased cancer risk from inhalation of TACs are calculated based on the TAC concentration over the period of exposure, inhalation dose, the TAC cancer potency factor, and an age sensitivity factor to reflect the greater sensitivity of infants and children to cancer causing TACs. The inhalation dose depends on a person’s breathing rate, exposure time and frequency of exposure, and the exposure duration. These parameters vary depending on the age, or age range, of the persons being exposed and whether the exposure is considered to occur at a residential location or other sensitive receptor location. The current OEHHA guidance recommends that cancer risk be calculated by age groups to account for different breathing rates and sensitivity to TACs. Specifically, they recommend evaluating risks for the third trimester of pregnancy to age zero, ages zero to less than two (infant exposure), ages two to less than 16 (child exposure), and ages 16 to 70 (adult exposure). Age sensitivity factors (ASFs) associated with the different types of exposure are an ASF of 10 for the third trimester and infant exposures, an ASF of 3 for a child exposure, and an ASF of 1 for an adult exposure. Also associated with each exposure type are different breathing rates, expressed as liters per kilogram of body weight per day (L/kg-day). As recommended by the BAAQMD, 95th percentile breathing rates are used for the third trimester and infant exposures, and 80th percentile breathing rates for child and adult exposures. Additionally, CARB and the BAAQMD recommend the use of a residential exposure duration of 30 years for sources with long-term emissions (e.g., roadways). 10 OEHHA, 2015. Air Toxics Hot Spots Program Risk Assessment Guidelines, The Air Toxics Hot Spots Program Guidance Manual for Preparation of Health Risk Assessments. Office of Environmental Health Hazard Assessment. February. 11 CARB, 2015. Risk Management Guidance for Stationary Sources of Air Toxics. July 23. 12 BAAQMD, 2016. BAAQMD Air Toxics NSR Program Health Risk Assessment (HRA) Guidelines. December 2016. Under previous OEHHA and BAAQMD HRA guidance, residential receptors are assumed to be at their home 24 hours a day, or 100 percent of the time. In the 2015 Risk Assessment Guidance, OEHHA includes adjustments to exposure duration to account for the fraction of time at home (FAH), which can be less than 100 percent of the time, based on updated population and activity statistics. The FAH factors are age-specific and are: 0.85 for third trimester of pregnancy to less than 2 years old, 0.72 for ages 2 to less than 16 years, and 0.73 for ages 16 to 70 years. Use of the FAH factors is allowed by the BAAQMD if there are no schools in the project vicinity that would have a cancer risk of one in a million or greater assuming 100 percent exposure (FAH = 1.0). Functionally, cancer risk is calculated using the following parameters and formulas: Cancer Risk (per million) = CPF x Inhalation Dose x ASF x ED/AT x FAH x 106 Where: CPF = Cancer potency factor (mg/kg-day)-1 ASF = Age sensitivity factor for specified age group ED = Exposure duration (years) AT = Averaging time for lifetime cancer risk (years) FAH = Fraction of time spent at home (unitless) Inhalation Dose = Cair x DBR x A x (EF/365) x 10-6 Where: Cair = concentration in air (μg/m3) DBR = daily breathing rate (L/kg body weight-day) A = Inhalation absorption factor EF = Exposure frequency (days/year) 10-6 = Conversion factor The health risk parameters used in this evaluation are summarized as follows: Exposure Type  Infant Child Adult Parameter Age Range  3rd Trimester 0<2 2 < 9 2 < 16 16 - 30 DPM Cancer Potency Factor (mg/kg-day)-1 1.10E+00 1.10E+00 1.10E+00 1.10E+00 1.10E+00 Daily Breathing Rate (L/kg-day)* 361 1,090 631 572 261 Inhalation Absorption Factor 1 1 1 1 1 Averaging Time (years) 70 70 70 70 70 Exposure Duration (years) 0.25 2 14 14 14 Exposure Frequency (days/year) 350 350 350 350 350 Age Sensitivity Factor 10 10 3 3 1 Fraction of Time at Home 0.85-1.0 0.85-1.0 0.72-1.0 0.72-1.0 0.73 * 95th percentile breathing rates for 3rd trimester and infants and 80th percentile for children and adults. Non-Cancer Hazards Potential non-cancer health hazards from TAC exposure are expressed in terms of a hazard index (HI), which is the ratio of the TAC concentration to a reference exposure level (REL). OEHHA has defined acceptable concentration levels for contaminants that pose non-cancer health hazards. TAC concentrations below the REL are not expected to cause adverse health impacts, even for sensitive individuals. The total HI is calculated as the sum of the HIs for each TAC evaluated and the total HI is compared to the BAAQMD significance thresholds to determine whether a significant non-cancer health impact from a project would occur. Typically, for residential projects located near roadways with substantial TAC emissions, the primary TAC of concern with non-cancer health effects is diesel particulate matter (DPM). For DPM, the chronic inhalation REL is 5 micrograms per cubic meter (μg/m3). Annual PM2.5 Concentrations While not a TAC, fine particulate matter (PM2.5) has been identified by the BAAQMD as a pollutant with potential non-cancer health effects that should be included when evaluating potential community health impacts under the California Environmental Quality Act (CEQA). The thresholds of significance for PM2.5 (project level and cumulative) are in terms of an increase in the annual average concentration. When considering PM2.5 impacts, the contribution from all sources of PM2.5 emissions should be included. For projects with potential impacts from nearby local roadways, the PM2.5 impacts should include those from vehicle exhaust emissions, PM2.5 generated from vehicle tire and brake wear, and fugitive emissions from re-suspended dust on the roads. Attachment 2: CalEEMod Modeling Output and Trojan Weighted Average Distance Table Trojan Weighted Average Distance Table Cumulative % Customers % customers Distance one-way in Miles 2.5% 2.5% 0.5 7.5% 5.0% 1 12.5% 5.0% 1.5 22.5% 10.0% 2 42.5% 20.0% 2.5 62.5% 20.0% 3 72.5% 10.0% 3.5 82.5% 10.0% 4 92.5% 10.0% 4.5 97.5% 5.0% 5 100.0% 2.5% 10 Weighted Avg. Distance: 3.1 Project Name: Trojan Storage See Equipment Type TAB for type, horsepower and load factor Project Size 0 Dwelling Units 2 total project acres disturbed s.f. residential Pile Driving? Y/N? NO s.f. retail s.f. office/commercial 150,000 s.f. other, specify:Light Industrial self-storage s.f. parking garage spaces s.f. parking lot 60 spaces Construction Hours 8 am to 4 pm Qty Description HP Load Factor Hours/day Total Work Days Avg. Hours per day Annual Hours Comments Demolition Start Date:6/1/2019 Total phase:2 Overall Import/Export Volumes End Date:6/10/2019 Concrete/Industrial Saws 81 0.73 0 0 Demolition Volume Excavators 162 0.38 0 0 Square footage of buildings to be demolished Rubber-Tired Dozers 255 0.4 0 0 (or total tons to be hauled) Tractors/Loaders/Backhoes 97 0.37 0 0 40,000 (10' deep) square feet or_?_ Hauling volume (tons) Site Preparation Start Date:6/10/2019 Total phase:5 Any pavement demolished and hauled? _NONE_ tons End Date:6/15/2019 Graders 174 0.41 0 0 Rubber Tired Dozers 255 0.4 0 0 Tractors/Loaders/Backhoes 97 0.37 0 0 Grading / Excavation Start Date:6/15/2019 Total phase:15 End Date:7/1/2019 Soil Hauling Volume Excavators 162 0.38 0 0 Export volume = ? cubic yards? Graders 174 0.41 0 0 Import volume = ? cubic yards? Rubber Tired Dozers 255 0.4 0 0Tractors/Loaders/Backhoes 97 0.37 0 0 Other Equipment? Trenching/Foundation Start Date:7/1/2019 Total phase:10 End Date:7/15/2019 Tractor/Loader/Backhoe 97 0.37 0 0 Excavators 162 0.38 0Other Equipment? Building - Exterior Start Date:7/15/2019 Total phase:30 Cement Trucks? _?_ Total Round-Trips End Date:1/15/2020 Cranes 226 0.29 0 0 Electric? (Y/N) ___ Otherwise assumed diesel Forklifts 89 0.2 0 0 Liquid Propane (LPG)? (Y/N) ___ Otherwise Assumed diesel Generator Sets 84 0.74 0 0 Or temporary line power? (Y/N) ___ Tractors/Loaders/Backhoes 97 0.37 0 0 Welders 46 0.45 0 0Other Equipment?0 Building - Interior/Architectural Coating Start Date:1/15/2020 Total phase:30 End Date:3/15/2020 Air Compressors 78 0.48 0 0 Aerial Lift 62 0.31 0 0Other Equipment? Paving Start Date:3/15/2020 Total phase:10 Start Date:3/30/2020 Cement and Mortar Mixers 9 0.56 0 0 Pavers 125 0.42 0 0 Paving Equipment 130 0.36 0 0 Rollers 80 0.38 0 0 Tractors/Loaders/Backhoes 97 0.37 0 0Other Equipment? Asphalt? ___ cubic yards or ____ round trips? Complete ALL Portions in Yellow Off-road Equipment - default equipment used Off-road Equipment - Off-road Equipment - Off-road Equipment - 1.3 User Entered Comments & Non-Default Data Project Characteristics - PG&E 2020 rate 290 Land Use - Plans 11-12-18: 157,467-sqft for building, 50 parking spaces all on 2.1 acre site Construction Phase - Construction Schedule provided Off-road Equipment - Off-road Equipment - CO2 Intensity (lb/MWhr) 290 CH4 Intensity (lb/MWhr) 0.029 N2O Intensity (lb/MWhr) 0.006 58 Climate Zone 4 Operational Year 2021 Utility Company Pacific Gas & Electric Company 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s)2.2 Precipitation Freq (Days) Parking Lot 50.00 Space 0.00 20,000.00 0 Floor Surface Area Population General Light Industry 157.47 1000sqft 2.10 157,467.00 0 1.0 Project Characteristics 1.1 Land Usage Land Uses Size Metric Lot Acreage CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 1 Date: 12/3/2018 11:08 AM 18-209 Trojan Storage Campbell AQ - Santa Clara County, Annual 18-209 Trojan Storage Campbell AQ Santa Clara County, Annual tblWater AnaerobicandFacultativeLagoonsPerce nt 2.21 0.00 tblWater AerobicPercent 87.46 100.00 tblWater AnaerobicandFacultativeLagoonsPerce nt 2.21 0.00 tblVehicleTrips WD_TR 6.97 8.63 tblWater AerobicPercent 87.46 100.00 tblVehicleTrips ST_TR 1.32 8.63 tblVehicleTrips SU_TR 0.68 8.63 tblVehicleTrips CNW_TL 7.30 3.10 tblVehicleTrips CW_TL 9.50 3.10 tblProjectCharacteristics CO2IntensityFactor 641.35 290 tblVehicleTrips CC_TL 7.30 3.10 tblLandUse LotAcreage 3.62 2.10 tblLandUse LotAcreage 0.45 0.00 tblConstructionPhase NumDays 3.00 5.00 tblLandUse LandUseSquareFeet 157,470.00 157,467.00 tblConstructionPhase NumDays 6.00 11.00 tblConstructionPhase NumDays 10.00 11.00 tblConstructionPhase NumDays 220.00 133.00 tblConstructionPhase NumDays 20.00 6.00 Water Mitigation - Low-flow sinks, toliets, water-efficient irrigation systems Table Name Column Name Default Value New Value tblConstructionPhase NumDays 10.00 43.00 Demolition - 40,000 square feet of of building demo provided in construction data sheet Grading - no grading information Vehicle Trips - trip gen: 207 trips/24hrs = 8.63 across all the days, 3.1 trip lengths Energy Use - Water And Wastewater - assume 100% aerobic Energy Mitigation - Off-road Equipment - default trenching equipment Trips and VMT - NBio-CO2 Total CO2 CH4 N20 CO2eExhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROGNOxCOSO2Fugitive PM10 0.0000 240.2976 240.2976 0.0379 0.0000 241.24480.1103 0.0817 0.1920 0.0357 0.0779 0.1135Maximum0.8528 1.6891 1.2849 2.7400e- 003 0.0000 35.1683 35.1683 5.7700e- 003 0.0000 35.31277.5300e- 003 0.0113 0.0189 2.0300e- 003 0.0108 0.012920200.8528 0.2159 0.2116 4.0000e- 004 0.0000 240.2976 240.2976 0.0379 0.0000 241.24480.1103 0.0817 0.1920 0.0357 0.0779 0.113520190.2075 1.6891 1.2849 2.7400e- 003 Total CO2 CH4 N2O CO2e Year tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 240.2978 240.2978 0.0379 0.0000 241.24500.1103 0.0817 0.1920 0.0357 0.0779 0.1135Maximum0.8528 1.6891 1.2849 2.7400e- 003 0.0000 35.1683 35.1683 5.7700e- 003 0.0000 35.31277.5300e- 003 0.0113 0.0189 2.0300e- 003 0.0108 0.012920200.8528 0.2159 0.2116 4.0000e- 004 0.0000 240.2978 240.2978 0.0379 0.0000 241.24500.1103 0.0817 0.1920 0.0357 0.0779 0.113520190.2075 1.6891 1.2849 2.7400e- 003 CH4 N2O CO2e Year tons/yr MT/yr Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 Unmitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total tblWater SepticTankPercent 10.33 0.00 2.0 Emissions Summary 2.1 Overall Construction tblWater SepticTankPercent 10.33 0.00 Total CO2 CH4 N2O CO2ePM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 52.5197 1,008.667 3 1,061.1869 2.4361 0.0362 1,132.869 6 0.5323 0.0214 0.5537 0.1425 0.0210 0.1635Total0.9991 1.1932 2.5604 7.6500e- 003 12.8837 25.9192 38.8028 0.0469 0.0286 48.48530.0000 0.0000 0.0000 0.0000Water 39.6360 0.0000 39.6360 2.3424 0.0000 98.19660.0000 0.0000 0.0000 0.0000Waste 0.0000 589.0580 589.0580 0.0253 0.0000 589.68950.5323 5.9500e- 003 0.5382 0.1425 5.5500e- 003 0.1480Mobile0.2777 0.9896 2.3874 6.4300e- 003 0.0000 393.6864 393.6864 0.0215 7.6200e- 003 396.49430.0155 0.0155 0.0155 0.0155Energy0.0224 0.2036 0.1711 1.2200e- 003 0.0000 3.7100e- 003 3.7100e- 003 1.0000e- 005 0.0000 3.9500e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Area 0.6990 2.0000e- 005 1.9100e- 003 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 2.2 Overall Operational Unmitigated Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 4 3-1-2020 5-31-2020 0.2898 0.2898 Highest 1.0759 1.0759 2 9-1-2019 11-30-2019 0.8373 0.8373 3 12-1-2019 2-29-2020 1.0759 1.0759 Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter)Maximum Mitigated ROG + NOX (tons/quarter) 1 6-1-2019 8-31-2019 0.7906 0.7906 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00Percent Reduction 0.00 0.00 0.00 0.00 11 Acres of Grading (Site Preparation Phase): 7.5 Acres of Grading (Grading Phase): 5.5 Acres of Paving: 0 Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 236,201; Non-Residential Outdoor: 78,734; Striped Parking Area: 7 Paving Paving 3/15/2020 3/30/2020 5 133 6 Architectural Coating Architectural Coating 1/15/2020 3/15/2020 5 43 5 Building Construction Building Construction 7/15/2019 1/15/2020 5 11 4 Trenching Trenching 7/1/2019 7/15/2019 5 11 3 Grading Grading 6/15/2019 7/1/2019 5 6 2 Site Preparation Site Preparation 6/10/2019 6/15/2019 5 5 End Date Num Days Week Num Days Phase Description 1 Demolition Demolition 6/1/2019 6/10/2019 5 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date 3.83 0.64 0.80 0.31 12.44 0.880.00 0.00 0.00 0.00 0.00 0.00 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROGNOxCOSO2Fugitive PM10 50.5098 1,002.200 4 1,052.7102 2.4285 0.0317 1,122.861 4 0.5323 0.0214 0.5537 0.1425 0.0210 0.1635Total0.9991 1.1932 2.5604 7.6500e- 003 10.8738 21.8758 32.7496 0.0396 0.0241 40.92160.0000 0.0000 0.0000 0.0000Water 39.6360 0.0000 39.6360 2.3424 0.0000 98.19660.0000 0.0000 0.0000 0.0000Waste 0.0000 589.0580 589.0580 0.0253 0.0000 589.68950.5323 5.9500e- 003 0.5382 0.1425 5.5500e- 003 0.1480Mobile0.2777 0.9896 2.3874 6.4300e- 003 0.0000 391.2629 391.2629 0.0212 7.5700e- 003 394.04980.0155 0.0155 0.0155 0.0155Energy0.0224 0.2036 0.1711 1.2200e- 003 0.0000 3.7100e- 003 3.7100e- 003 1.0000e- 005 0.0000 3.9500e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Area 0.6990 2.0000e- 005 1.9100e- 003 0.0000 Category tons/yr MT/yr 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT 7.30 20.00 LD_Mix HDT_Mix HHDT Site Preparation 3 8.00 0.00 0.00 Demolition 5 13.00 0.00 182.00 10.80 Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vehicle Class Vendor Vehicle Class Hauling Vehicle Class Trips and VMT Phase Name Offroad Equipment Count Worker Trip Number Vendor Trip Number Hauling Trip Number Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37 Paving Rollers 2 8.00 80 0.38 Paving Paving Equipment 1 8.00 132 0.36 Paving Pavers 1 8.00 130 0.42 Paving Cement and Mortar Mixers 1 8.00 9 0.56 Architectural Coating Air Compressors 1 6.00 78 0.48 Building Construction Welders 3 8.00 46 0.45 Building Construction Tractors/Loaders/Backhoes 1 6.00 97 0.37 Building Construction Generator Sets 1 8.00 84 0.74 Building Construction Forklifts 2 7.00 89 0.20 Building Construction Cranes 1 8.00 231 0.29 Trenching Tractors/Loaders/Backhoes 1 7.00 97 0.37 Trenching Excavators 1 7.00 158 0.38 Grading Tractors/Loaders/Backhoes 2 7.00 97 0.37 Grading Rubber Tired Dozers 1 8.00 247 0.40 Grading Graders 1 8.00 187 0.41 Site Preparation Tractors/Loaders/Backhoes 1 7.00 97 0.37 Site Preparation Scrapers 1 8.00 367 0.48 Site Preparation Graders 1 8.00 187 0.41 Demolition Tractors/Loaders/Backhoes 3 8.00 97 0.37 Demolition Rubber Tired Dozers 1 8.00 247 0.40 Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73 OffRoad Equipment Phase Name Offroad Equipment Type Amount Usage Hours Horse Power 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 7.0129 7.0129 3.3000e- 004 0.0000 7.02111.5400e- 003 1.1000e- 004 1.6500e- 003 4.2000e- 004 1.0000e- 004 5.3000e- 004 Hauling 8.3000e- 004 0.0283 5.6000e- 003 7.0000e- 005 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 6.4248 6.4248 1.6400e- 003 0.0000 6.46570.0197 3.8600e- 003 0.0236 2.9800e- 003 3.6100e- 003 6.5900e- 003 Total 6.8900e- 003 0.0680 0.0447 7.0000e- 005 0.0000 6.4248 6.4248 1.6400e- 003 0.0000 6.46573.8600e- 003 3.8600e- 003 3.6100e- 003 3.6100e- 003 Off-Road 6.8900e- 003 0.0680 0.0447 7.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0197 0.0000 0.0197 2.9800e- 003 0.0000 2.9800e- 003 Fugitive Dust Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 3.2 Demolition - 2019 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 7.30 20.00 LD_Mix HDT_Mix HHDT 3.1 Mitigation Measures Construction Paving 6 15.00 0.00 0.00 10.80 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT 7.30 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 15.00 0.00 0.00 Building Construction 8 75.00 29.00 0.00 10.80 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT 7.30 20.00 LD_Mix HDT_Mix HHDT Trenching 2 5.00 0.00 0.00 Grading 4 10.00 0.00 0.00 10.80 3.3 Site Preparation - 2019 Unmitigated Construction On-Site 0.0000 7.2867 7.2867 3.4000e- 004 0.0000 7.29511.8500e- 003 1.1000e- 004 1.9600e- 003 5.0000e- 004 1.0000e- 004 6.1000e- 004 Total 9.7000e- 004 0.0284 6.6900e- 003 7.0000e- 005 0.0000 0.2738 0.2738 1.0000e- 005 0.0000 0.27403.1000e- 004 0.0000 3.1000e- 004 8.0000e- 005 0.0000 8.0000e- 005 Worker 1.4000e- 004 1.1000e- 004 1.0900e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 7.0129 7.0129 3.3000e- 004 0.0000 7.02111.5400e- 003 1.1000e- 004 1.6500e- 003 4.2000e- 004 1.0000e- 004 5.3000e- 004 Hauling 8.3000e- 004 0.0283 5.6000e- 003 7.0000e- 005 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 6.4248 6.4248 1.6400e- 003 0.0000 6.46570.0197 3.8600e- 003 0.0236 2.9800e- 003 3.6100e- 003 6.5900e- 003 Total 6.8900e- 003 0.0680 0.0447 7.0000e- 005 0.0000 6.4248 6.4248 1.6400e- 003 0.0000 6.46573.8600e- 003 3.8600e- 003 3.6100e- 003 3.6100e- 003 Off-Road 6.8900e- 003 0.0680 0.0447 7.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0197 0.0000 0.0197 2.9800e- 003 0.0000 2.9800e- 003 Fugitive Dust Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 7.2867 7.2867 3.4000e- 004 0.0000 7.29511.8500e- 003 1.1000e- 004 1.9600e- 003 5.0000e- 004 1.0000e- 004 6.1000e- 004 Total 9.7000e- 004 0.0284 6.6900e- 003 7.0000e- 005 0.0000 0.2738 0.2738 1.0000e- 005 0.0000 0.27403.1000e- 004 0.0000 3.1000e- 004 8.0000e- 005 0.0000 8.0000e- 005 Worker 1.4000e- 004 1.1000e- 004 1.0900e- 003 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.1404 0.1404 0.0000 0.0000 0.14051.6000e- 004 0.0000 1.6000e- 004 4.0000e- 005 0.0000 4.0000e- 005 Total 7.0000e- 005 5.0000e- 005 5.6000e- 004 0.0000 0.0000 0.1404 0.1404 0.0000 0.0000 0.14051.6000e- 004 0.0000 1.6000e- 004 4.0000e- 005 0.0000 4.0000e- 005 Worker 7.0000e- 005 5.0000e- 005 5.6000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 5.5033 5.5033 1.7400e- 003 0.0000 5.54683.9800e- 003 2.1300e- 003 6.1100e- 003 4.3000e- 004 1.9600e- 003 2.3900e- 003 Total 4.3900e- 003 0.0539 0.0298 6.0000e- 005 0.0000 5.5033 5.5033 1.7400e- 003 0.0000 5.54682.1300e- 003 2.1300e- 003 1.9600e- 003 1.9600e- 003 Off-Road 4.3900e- 003 0.0539 0.0298 6.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00003.9800e- 003 0.0000 3.9800e- 003 4.3000e- 004 0.0000 4.3000e- 004 Fugitive Dust Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2ROGNOxCOSO2Fugitive PM10 Exhaust PM10 0.0000 10.1849 10.1849 3.2200e- 003 0.0000 10.26540.0360 5.9000e- 003 0.0419 0.0185 5.4300e- 003 0.0240Total0.0112 0.1251 0.0558 1.1000e- 004 0.0000 10.1849 10.1849 3.2200e- 003 0.0000 10.26545.9000e- 003 5.9000e- 003 5.4300e- 003 5.4300e- 003 Off-Road 0.0112 0.1251 0.0558 1.1000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0360 0.0000 0.0360 0.0185 0.0000 0.0185Fugitive Dust Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 3.4 Grading - 2019 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.1404 0.1404 0.0000 0.0000 0.14051.6000e- 004 0.0000 1.6000e- 004 4.0000e- 005 0.0000 4.0000e- 005 Total 7.0000e- 005 5.0000e- 005 5.6000e- 004 0.0000 0.0000 0.1404 0.1404 0.0000 0.0000 0.14051.6000e- 004 0.0000 1.6000e- 004 4.0000e- 005 0.0000 4.0000e- 005 Worker 7.0000e- 005 5.0000e- 005 5.6000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 5.5033 5.5033 1.7400e- 003 0.0000 5.54683.9800e- 003 2.1300e- 003 6.1100e- 003 4.3000e- 004 1.9600e- 003 2.3900e- 003 Total 4.3900e- 003 0.0539 0.0298 6.0000e- 005 0.0000 5.5033 5.5033 1.7400e- 003 0.0000 5.54682.1300e- 003 2.1300e- 003 1.9600e- 003 1.9600e- 003 Off-Road 4.3900e- 003 0.0539 0.0298 6.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00003.9800e- 003 0.0000 3.9800e- 003 4.3000e- 004 0.0000 4.3000e- 004 Fugitive Dust Total CO2 CH4 N2O CO2ePM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 10.1849 10.1849 3.2200e- 003 0.0000 10.26540.0360 5.9000e- 003 0.0419 0.0185 5.4300e- 003 0.0240Total0.0112 0.1251 0.0558 1.1000e- 004 0.0000 10.1849 10.1849 3.2200e- 003 0.0000 10.26545.9000e- 003 5.9000e- 003 5.4300e- 003 5.4300e- 003 Off-Road 0.0112 0.1251 0.0558 1.1000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0360 0.0000 0.0360 0.0185 0.0000 0.0185Fugitive Dust Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.3862 0.3862 1.0000e- 005 0.0000 0.38644.4000e- 004 0.0000 4.4000e- 004 1.2000e- 004 0.0000 1.2000e- 004 Total 2.0000e- 004 1.5000e- 004 1.5400e- 003 0.0000 0.0000 0.3862 0.3862 1.0000e- 005 0.0000 0.38644.4000e- 004 0.0000 4.4000e- 004 1.2000e- 004 0.0000 1.2000e- 004 Worker 2.0000e- 004 1.5000e- 004 1.5400e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.1931 0.1931 1.0000e- 005 0.0000 0.19322.2000e- 004 0.0000 2.2000e- 004 6.0000e- 005 0.0000 6.0000e- 005 Worker 1.0000e- 004 7.0000e- 005 7.7000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 3.5742 3.5742 1.1300e- 003 0.0000 3.60241.3700e- 003 1.3700e- 003 1.2600e- 003 1.2600e- 003 Total 2.3800e- 003 0.0242 0.0268 4.0000e- 005 0.0000 3.5742 3.5742 1.1300e- 003 0.0000 3.60241.3700e- 003 1.3700e- 003 1.2600e- 003 1.2600e- 003 Off-Road 2.3800e- 003 0.0242 0.0268 4.0000e- 005 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 3.5 Trenching - 2019 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.3862 0.3862 1.0000e- 005 0.0000 0.38644.4000e- 004 0.0000 4.4000e- 004 1.2000e- 004 0.0000 1.2000e- 004 Total 2.0000e- 004 1.5000e- 004 1.5400e- 003 0.0000 0.0000 0.3862 0.3862 1.0000e- 005 0.0000 0.38644.4000e- 004 0.0000 4.4000e- 004 1.2000e- 004 0.0000 1.2000e- 004 Worker 2.0000e- 004 1.5000e- 004 1.5400e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Category tons/yr MT/yr 3.6 Building Construction - 2019 Unmitigated Construction On-Site 0.0000 0.1931 0.1931 1.0000e- 005 0.0000 0.19322.2000e- 004 0.0000 2.2000e- 004 6.0000e- 005 0.0000 6.0000e- 005 Total 1.0000e- 004 7.0000e- 005 7.7000e- 004 0.0000 0.0000 0.1931 0.1931 1.0000e- 005 0.0000 0.19322.2000e- 004 0.0000 2.2000e- 004 6.0000e- 005 0.0000 6.0000e- 005 Worker 1.0000e- 004 7.0000e- 005 7.7000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 3.5742 3.5742 1.1300e- 003 0.0000 3.60241.3700e- 003 1.3700e- 003 1.2600e- 003 1.2600e- 003 Total 2.3800e- 003 0.0242 0.0268 4.0000e- 005 0.0000 3.5742 3.5742 1.1300e- 003 0.0000 3.60241.3700e- 003 1.3700e- 003 1.2600e- 003 1.2600e- 003 Off-Road 2.3800e- 003 0.0242 0.0268 4.0000e- 005 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.1931 0.1931 1.0000e- 005 0.0000 0.19322.2000e- 004 0.0000 2.2000e- 004 6.0000e- 005 0.0000 6.0000e- 005 Total 1.0000e- 004 7.0000e- 005 7.7000e- 004 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 78.6542 78.6542 3.1800e- 003 0.0000 78.73380.0479 1.8500e- 003 0.0498 0.0130 1.7600e- 003 0.0148Total0.0253 0.2358 0.1878 8.5000e- 004 0.0000 32.1203 32.1203 8.7000e- 004 0.0000 32.14220.0363 2.4000e- 004 0.0365 9.6500e- 003 2.2000e- 004 9.8700e- 003 Worker 0.0166 0.0124 0.1278 3.6000e- 004 0.0000 46.5339 46.5339 2.3100e- 003 0.0000 46.59160.0116 1.6100e- 003 0.0132 3.3600e- 003 1.5400e- 003 4.9000e- 003 Vendor 8.6700e- 003 0.2234 0.0600 4.9000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 127.9501 127.9501 0.0266 0.0000 128.61560.0665 0.0665 0.0637 0.0637Total0.1560 1.1535 0.9305 1.5300e- 003 0.0000 127.9501 127.9501 0.0266 0.0000 128.61560.0665 0.0665 0.0637 0.0637Off-Road 0.1560 1.1535 0.9305 1.5300e- 003 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2ROGNOxCOSO2Fugitive PM10 Exhaust PM10 0.0000 11.4204 11.4204 2.3200e- 003 0.0000 11.47845.2200e- 003 5.2200e- 003 5.0000e- 003 5.0000e- 003 Total 0.0126 0.0959 0.0819 1.4000e- 004 0.0000 11.4204 11.4204 2.3200e- 003 0.0000 11.47845.2200e- 003 5.2200e- 003 5.0000e- 003 5.0000e- 003 Off-Road 0.0126 0.0959 0.0819 1.4000e- 004 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 3.6 Building Construction - 2020 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 78.6542 78.6542 3.1800e- 003 0.0000 78.73380.0479 1.8500e- 003 0.0498 0.0130 1.7600e- 003 0.0148Total0.0253 0.2358 0.1878 8.5000e- 004 0.0000 32.1203 32.1203 8.7000e- 004 0.0000 32.14220.0363 2.4000e- 004 0.0365 9.6500e- 003 2.2000e- 004 9.8700e- 003 Worker 0.0166 0.0124 0.1278 3.6000e- 004 0.0000 46.5339 46.5339 2.3100e- 003 0.0000 46.59160.0116 1.6100e- 003 0.0132 3.3600e- 003 1.5400e- 003 4.9000e- 003 Vendor 8.6700e- 003 0.2234 0.0600 4.9000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 127.9500 127.9500 0.0266 0.0000 128.61540.0665 0.0665 0.0637 0.0637Total0.1560 1.1535 0.9305 1.5300e- 003 0.0000 127.9500 127.9500 0.0266 0.0000 128.61540.0665 0.0665 0.0637 0.0637Off-Road 0.1560 1.1535 0.9305 1.5300e- 003 Total CO2 CH4 N2O CO2ePM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 11.4204 11.4204 2.3200e- 003 0.0000 11.47845.2200e- 003 5.2200e- 003 5.0000e- 003 5.0000e- 003 Total 0.0126 0.0959 0.0819 1.4000e- 004 0.0000 11.4204 11.4204 2.3200e- 003 0.0000 11.47845.2200e- 003 5.2200e- 003 5.0000e- 003 5.0000e- 003 Off-Road 0.0126 0.0959 0.0819 1.4000e- 004 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 6.9756 6.9756 2.6000e- 004 0.0000 6.98214.3200e- 003 1.1000e- 004 4.4300e- 003 1.1700e- 003 1.1000e- 004 1.2800e- 003 Total 2.0000e- 003 0.0191 0.0152 7.0000e- 005 0.0000 2.8056 2.8056 7.0000e- 005 0.0000 2.80733.2700e- 003 2.0000e- 005 3.2900e- 003 8.7000e- 004 2.0000e- 005 8.9000e- 004 Worker 1.3700e- 003 9.8000e- 004 0.0103 3.0000e- 005 0.0000 4.1700 4.1700 1.9000e- 004 0.0000 4.17481.0500e- 003 9.0000e- 005 1.1400e- 003 3.0000e- 004 9.0000e- 005 3.9000e- 004 Vendor 6.3000e- 004 0.0182 4.8400e- 003 4.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 2.1935 2.1935 5.0000e- 005 0.0000 2.19482.5600e- 003 2.0000e- 005 2.5700e- 003 6.8000e- 004 2.0000e- 005 7.0000e- 004 Worker 1.0700e- 003 7.7000e- 004 8.0700e- 003 2.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 5.4895 5.4895 4.3000e- 004 0.0000 5.50012.3900e- 003 2.3900e- 003 2.3900e- 003 2.3900e- 003 Total 0.8305 0.0362 0.0394 6.0000e- 005 0.0000 5.4895 5.4895 4.3000e- 004 0.0000 5.50012.3900e- 003 2.3900e- 003 2.3900e- 003 2.3900e- 003 Off-Road 5.2100e- 003 0.0362 0.0394 6.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Archit. Coating 0.8253 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 3.7 Architectural Coating - 2020 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 6.9756 6.9756 2.6000e- 004 0.0000 6.98214.3200e- 003 1.1000e- 004 4.4300e- 003 1.1700e- 003 1.1000e- 004 1.2800e- 003 Total 2.0000e- 003 0.0191 0.0152 7.0000e- 005 0.0000 2.8056 2.8056 7.0000e- 005 0.0000 2.80733.2700e- 003 2.0000e- 005 3.2900e- 003 8.7000e- 004 2.0000e- 005 8.9000e- 004 Worker 1.3700e- 003 9.8000e- 004 0.0103 3.0000e- 005 0.0000 4.1700 4.1700 1.9000e- 004 0.0000 4.17481.0500e- 003 9.0000e- 005 1.1400e- 003 3.0000e- 004 9.0000e- 005 3.9000e- 004 Vendor 6.3000e- 004 0.0182 4.8400e- 003 4.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Category tons/yr MT/yr 3.8 Paving - 2020 Unmitigated Construction On-Site 0.0000 2.1935 2.1935 5.0000e- 005 0.0000 2.19482.5600e- 003 2.0000e- 005 2.5700e- 003 6.8000e- 004 2.0000e- 005 7.0000e- 004 Total 1.0700e- 003 7.7000e- 004 8.0700e- 003 2.0000e- 005 0.0000 2.1935 2.1935 5.0000e- 005 0.0000 2.19482.5600e- 003 2.0000e- 005 2.5700e- 003 6.8000e- 004 2.0000e- 005 7.0000e- 004 Worker 1.0700e- 003 7.7000e- 004 8.0700e- 003 2.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 5.4895 5.4895 4.3000e- 004 0.0000 5.50012.3900e- 003 2.3900e- 003 2.3900e- 003 2.3900e- 003 Total 0.8305 0.0362 0.0394 6.0000e- 005 0.0000 5.4895 5.4895 4.3000e- 004 0.0000 5.50012.3900e- 003 2.3900e- 003 2.3900e- 003 2.3900e- 003 Off-Road 5.2100e- 003 0.0362 0.0394 6.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Archit. Coating 0.8253 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 2.1935 2.1935 5.0000e- 005 0.0000 2.19482.5600e- 003 2.0000e- 005 2.5700e- 003 6.8000e- 004 2.0000e- 005 7.0000e- 004 Total 1.0700e- 003 7.7000e- 004 8.0700e- 003 2.0000e- 005 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.5611 0.5611 1.0000e- 005 0.0000 0.56156.5000e- 004 0.0000 6.6000e- 004 1.7000e- 004 0.0000 1.8000e- 004 Total 2.7000e- 004 2.0000e- 004 2.0600e- 003 1.0000e- 005 0.0000 0.5611 0.5611 1.0000e- 005 0.0000 0.56156.5000e- 004 0.0000 6.6000e- 004 1.7000e- 004 0.0000 1.8000e- 004 Worker 2.7000e- 004 2.0000e- 004 2.0600e- 003 1.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 8.5282 8.5282 2.7000e- 003 0.0000 8.59573.6100e- 003 3.6100e- 003 3.3300e- 003 3.3300e- 003 Total 6.3500e- 003 0.0637 0.0649 1.0000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Paving0.0000 0.0000 8.5282 8.5282 2.7000e- 003 0.0000 8.59573.6100e- 003 3.6100e- 003 3.3300e- 003 3.3300e- 003 Off-Road 6.3500e- 003 0.0637 0.0649 1.0000e- 004 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2ROGNOxCOSO2Fugitive PM10 Exhaust PM10 0.0000 589.0580 589.0580 0.0253 0.0000 589.68950.5323 5.9500e- 003 0.5382 0.1425 5.5500e- 003 0.1480Mitigated0.2777 0.9896 2.3874 6.4300e- 003 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile ROG NOx CO SO2 Fugitive PM10 0.0000 0.5611 0.5611 1.0000e- 005 0.0000 0.56156.5000e- 004 0.0000 6.6000e- 004 1.7000e- 004 0.0000 1.8000e- 004 Total 2.7000e- 004 2.0000e- 004 2.0600e- 003 1.0000e- 005 0.0000 0.5611 0.5611 1.0000e- 005 0.0000 0.56156.5000e- 004 0.0000 6.6000e- 004 1.7000e- 004 0.0000 1.8000e- 004 Worker 2.7000e- 004 2.0000e- 004 2.0600e- 003 1.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 8.5282 8.5282 2.7000e- 003 0.0000 8.59573.6100e- 003 3.6100e- 003 3.3300e- 003 3.3300e- 003 Total 6.3500e- 003 0.0637 0.0649 1.0000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Paving0.0000 0.0000 8.5282 8.5282 2.7000e- 003 0.0000 8.59573.6100e- 003 3.6100e- 003 3.3300e- 003 3.3300e- 003 Off-Road 6.3500e- 003 0.0637 0.0649 1.0000e- 004 Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2eFugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total ROG NOx CO SO2 0.000623 0.000761 5.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy Install Energy Efficient Appliances 0.004991 0.012447 0.020659 0.002115 0.001554 0.005334Parking Lot 0.607897 0.037434 0.184004 0.107261 0.014919 0.020659 0.002115 0.001554 0.005334 0.000623 0.000761 SBUS MH General Light Industry 0.607897 0.037434 0.184004 0.107261 0.014919 0.004991 0.012447 LHD2 MHD HHD OBUS UBUS MCYLand Use LDA LDT1 LDT2 MDV LHD1 0.00 0.00 0 0 0 4.4 Fleet Mix 28.00 13.00 92 5 3 Parking Lot 9.50 7.30 7.30 0.00 H-S or C-C H-O or C-NW Primary Diverted Pass-by General Light Industry 3.10 3.10 3.10 59.00 4.3 Trip Type Information Miles Trip %Trip Purpose % Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C- W Total 1,358.97 1,358.97 1,358.97 1,431,433 1,431,433 Parking Lot 0.00 0.00 0.00 Annual VMT General Light Industry 1,358.97 1,358.97 1358.97 1,431,433 1,431,433 4.2 Trip Summary Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT 0.0000 589.0580 589.0580 0.0253 0.0000 589.68950.5323 5.9500e- 003 0.5382 0.1425 5.5500e- 003 0.1480Unmitigated0.2777 0.9896 2.3874 6.4300e- 003 222.98950.0155 0.0000 221.6722 221.6722 4.2500e- 003 4.0600e- 003 1.2200e- 003 0.0155 0.0155 0.0155 0.0000 0.0000 0.0000 0.0000 Total 0.0224 0.2036 0.1711 0.0000 0.0000 0.0000 0.0000 0.0000 222.9895 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0155 0.0000 221.6722 221.6722 4.2500e- 003 4.0600e- 003 1.2200e- 003 0.0155 0.0155 0.0155 Land Use kBTU/yr tons/yr MT/yr General Light Industry 4.15398e+ 006 0.0224 0.2036 0.1711 Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2eFugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total 222.9895 Mitigated NaturalGa s Use ROG NOx CO SO2 0.0155 0.0000 221.6722 221.6722 4.2500e- 003 4.0600e- 003 1.2200e- 003 0.0155 0.0155 0.0155 0.0000 0.0000 0.0000 0.0000 Total 0.0224 0.2036 0.1711 0.0000 0.0000 0.0000 0.0000 0.0000 222.9895 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0155 0.0000 221.6722 221.6722 4.2500e- 003 4.0600e- 003 1.2200e- 003 0.0155 0.0155 0.0155General Light Industry 4.15398e+ 006 0.0224 0.2036 0.1711 Total CO2 CH4 N2O CO2e Land Use kBTU/yr tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 221.6722 221.6722 4.2500e- 003 4.0600e- 003 222.9895 5.2 Energy by Land Use - NaturalGas 0.0155 0.0155 0.0155 0.0155 0.0000 4.2500e- 003 4.0600e- 003 222.9895 NaturalGas Unmitigated 0.0224 0.2036 0.1711 1.2200e- 003 0.0155 0.0155 0.0000 221.6722 221.6722 173.5048 NaturalGas Mitigated 0.0224 0.2036 0.1711 1.2200e- 003 0.0155 0.0155 0.0000 0.0000 172.0142 172.0142 0.0172 3.5600e- 003 0.0000 0.0000 0.0000 169.5908 169.5908 0.0170 3.5100e- 003 171.0603 Electricity Unmitigated 0.0000 0.0000 0.0000 0.0000 0.0000 Category tons/yr MT/yr Electricity Mitigated 171.0603 6.0 Area Detail 6.1 Mitigation Measures Area Total 169.5907 0.0170 3.5100e- 003 170.1316 Parking Lot 7000 0.9208 9.0000e- 005 2.0000e- 005 0.9288 Land Use kWh/yr t o n MT/yr General Light Industry 1.28225e+ 006 168.6700 0.0169 3.4900e- 003 173.5048 Mitigated Electricity Use Total CO2 CH4 N2O CO2e Total 172.0142 0.0172 3.5600e- 003 172.5761 Parking Lot 7000 0.9208 9.0000e- 005 2.0000e- 005 0.9288 Land Use kWh/yr t o n MT/yr General Light Industry 1.30068e+ 006 171.0934 0.0171 3.5400e- 003 5.3 Energy by Land Use - Electricity Unmitigated Electricity Use Total CO2 CH4 N2O CO2e Total CO2 CH4 N2O CO2ePM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 3.7100e- 003 3.7100e- 003 1.0000e- 005 0.0000 3.9500e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Total 0.6990 2.0000e- 005 1.9100e- 003 0.0000 0.0000 3.7100e- 003 3.7100e- 003 1.0000e- 005 0.0000 3.9500e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Landscaping 1.8000e- 004 2.0000e- 005 1.9100e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Consumer Products 0.6163 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Architectural Coating 0.0825 Total CO2 CH4 N2O CO2e SubCategory tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 6.2 Area by SubCategory Unmitigated ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 3.7100e- 003 3.7100e- 003 1.0000e- 005 0.0000 3.9500e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Unmitigated 0.6990 2.0000e- 005 1.9100e- 003 0.0000 0.0000 3.7100e- 003 3.7100e- 003 1.0000e- 005 0.0000 3.9500e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Mitigated 0.6990 2.0000e- 005 1.9100e- 003 0.0000 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROGNOxCOSO2Fugitive PM10 7.2 Water by Land Use Unmitigated Unmitigated 38.8028 0.0469 0.0286 48.4853 Category t o n MT/yr Mitigated 32.7496 0.0396 0.0241 40.9216 Total CO2 CH4 N2O CO2e 7.0 Water Detail 7.1 Mitigation Measures Water Install Low Flow Bathroom Faucet Install Low Flow Kitchen Faucet Install Low Flow Toilet Use Water Efficient Irrigation System 0.0000 3.7100e- 003 3.7100e- 003 1.0000e- 005 0.0000 3.9500e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Total 0.6990 2.0000e- 005 1.9100e- 003 0.0000 0.0000 3.7100e- 003 3.7100e- 003 1.0000e- 005 0.0000 3.9500e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Landscaping 1.8000e- 004 2.0000e- 005 1.9100e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Consumer Products 0.6163 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Architectural Coating 0.0825 SubCategory tons/yr MT/yr t o n MT/yr 40.9216 8.0 Waste Detail 8.1 Mitigation Measures Waste Category/Year Total CO2 CH4 N2O CO2e Total 32.7496 0.0396 0.0241 40.9216 Parking Lot 0 / 0 0.0000 0.0000 0.0000 0.0000 Land Use Mgal t o n MT/yr General Light Industry 30.7342 / 0 32.7496 0.0396 0.0241 48.4853 Mitigated Indoor/Out door Use Total CO2 CH4 N2O CO2e Total 38.8028 0.0469 0.0286 48.4853 Parking Lot 0 / 0 0.0000 0.0000 0.0000 0.0000 Land Use Mgal t o n MT/yr General Light Industry 36.4149 / 0 38.8028 0.0469 0.0286 Indoor/Out door Use Total CO2 CH4 N2O CO2e 98.1966 9.0 Operational Offroad Total 39.6360 2.3424 0.0000 98.1966 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 Land Use tons t o n MT/yr General Light Industry 195.26 39.6360 2.3424 0.0000 98.1966 Mitigated Waste Disposed Total CO2 CH4 N2O CO2e Total 39.6360 2.3424 0.0000 98.1966 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 Land Use tons t o n MT/yr General Light Industry 195.26 39.6360 2.3424 0.0000 8.2 Waste by Land Use Unmitigated Waste Disposed Total CO2 CH4 N2O CO2e Unmitigated 39.6360 2.3424 0.0000 98.1966 Mitigated 39.6360 2.3424 0.0000 98.1966 User Defined Equipment Equipment Type Number 11.0 Vegetation Load Factor Fuel Type Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type Horse Power Load Factor Fuel Type 10.0 Stationary Equipment Fire Pumps and Emergency Generators Equipment Type Number Hours/Day Hours/Year Horse Power Equipment Type Number Hours/Day Days/Year tblConstructionPhase NumDays 3.00 1.00 Vehicle Trips - no trip generation for existing site Water And Wastewater - assume 100% aerobic Table Name Column Name Default Value New Value 1.3 User Entered Comments & Non-Default Data Project Characteristics - PG&E 2020 rate 290 Land Use - Existing general light industry Construction Phase - No construction for existing site Off-road Equipment - no equipment for existing land use Grading - CO2 Intensity (lb/MWhr) 290 CH4 Intensity (lb/MWhr) 0.029 N2O Intensity (lb/MWhr) 0.006 58 Climate Zone 4 Operational Year 2021 Utility Company Pacific Gas & Electric Company 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s)2.2 Precipitation Freq (Days) Floor Surface Area Population General Light Industry 40.00 1000sqft 2.10 40,000.00 0 1.0 Project Characteristics 1.1 Land Usage Land Uses Size Metric Lot Acreage CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 1 Date: 11/20/2018 1:59 PM 18-209 Trojan Storage Existing Use - Santa Clara County, Annual 18-209 Trojan Storage Existing Use Santa Clara County, Annual Mitigated Construction 0.0000 0.0281 0.0281 0.0000 0.0000 0.02818.3000e- 004 0.0000 8.3000e- 004 9.0000e- 005 0.0000 9.0000e- 005 Maximum 1.0000e- 005 1.0000e- 005 1.1000e- 004 0.0000 0.0000 0.0281 0.0281 0.0000 0.0000 0.02818.3000e- 004 0.0000 8.3000e- 004 9.0000e- 005 0.0000 9.0000e- 005 2019 1.0000e- 005 1.0000e- 005 1.1000e- 004 0.0000 NBio- CO2 Total CO2 CH4 N2O CO2e Year tons/yr MT/yr Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 2.0 Emissions Summary 2.1 Overall Construction Unmitigated Construction ROG NOx CO SO2 Fugitive PM10 tblWater AnaerobicandFacultativeLagoonsPerce nt 2.21 0.00 tblWater SepticTankPercent 10.33 0.00 tblTripsAndVMT WorkerTripNumber 0.00 8.00 tblWater AerobicPercent 87.46 100.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00 tblProjectCharacteristics CO2IntensityFactor 641.35 290 tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00 tblGrading AcresOfGrading 0.00 1.50 tblLandUse LotAcreage 0.92 2.10 tblConstructionPhase PhaseEndDate 7/3/2019 7/1/2019 13.3410 336.8497 350.1907 0.6201 9.1800e- 003 368.42960.2286 6.0800e- 003 0.2347 0.0612 5.9400e- 003 0.0671Total0.2401 0.3040 0.7769 2.8300e- 003 3.2727 6.5839 9.8566 0.0119 7.2500e- 003 12.31610.0000 0.0000 0.0000 0.0000Water 10.0684 0.0000 10.0684 0.5950 0.0000 24.94390.0000 0.0000 0.0000 0.0000Waste 0.0000 230.4942 230.4942 7.7000e- 003 0.0000 230.68670.2286 2.1500e- 003 0.2308 0.0612 2.0100e- 003 0.0632Mobile0.0573 0.2523 0.7330 2.5200e- 003 0.0000 99.7709 99.7709 5.4300e- 003 1.9300e- 003 100.48213.9300e- 003 3.9300e- 003 3.9300e- 003 3.9300e- 003 Energy 5.6900e- 003 0.0517 0.0435 3.1000e- 004 0.0000 7.1000e- 004 7.1000e- 004 0.0000 0.0000 7.6000e- 004 0.0000 0.0000 0.0000 0.0000Area0.1771 0.0000 3.7000e- 004 0.0000 CH4 N2O CO2e Category tons/yr MT/yr Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 Unmitigated Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Highest 0.0001 0.0001 2.2 Overall Operational Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter)Maximum Mitigated ROG + NOX (tons/quarter) 1 6-1-2019 8-31-2019 0.0001 0.0001 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROGNOxCOSO2Fugitive PM10 0.0000 0.0281 0.0281 0.0000 0.0000 0.02818.3000e- 004 0.0000 8.3000e- 004 9.0000e- 005 0.0000 9.0000e- 005 Maximum 1.0000e- 005 1.0000e- 005 1.1000e- 004 0.0000 0.0000 0.0281 0.0281 0.0000 0.0000 0.02818.3000e- 004 0.0000 8.3000e- 004 9.0000e- 005 0.0000 9.0000e- 005 2019 1.0000e- 005 1.0000e- 005 1.1000e- 004 0.0000 Total CO2 CH4 N2O CO2e Year tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2ROGNOxCOSO2Fugitive PM10 Exhaust PM10 1 Acres of Grading (Site Preparation Phase): 1.5 Acres of Grading (Grading Phase): 0 Acres of Paving: 0 Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 0 End Date Num Days Week Num Days Phase Description 1 Site Preparation Site Preparation 6/29/2019 7/1/2019 5 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROGNOxCOSO2Fugitive PM10 13.3410 336.8497 350.1907 0.6201 9.1800e- 003 368.42960.2286 6.0800e- 003 0.2347 0.0612 5.9400e- 003 0.0671Total0.2401 0.3040 0.7769 2.8300e- 003 3.2727 6.5839 9.8566 0.0119 7.2500e- 003 12.31610.0000 0.0000 0.0000 0.0000Water 10.0684 0.0000 10.0684 0.5950 0.0000 24.94390.0000 0.0000 0.0000 0.0000Waste 0.0000 230.4942 230.4942 7.7000e- 003 0.0000 230.68670.2286 2.1500e- 003 0.2308 0.0612 2.0100e- 003 0.0632Mobile0.0573 0.2523 0.7330 2.5200e- 003 0.0000 99.7709 99.7709 5.4300e- 003 1.9300e- 003 100.48213.9300e- 003 3.9300e- 003 3.9300e- 003 3.9300e- 003 Energy 5.6900e- 003 0.0517 0.0435 3.1000e- 004 0.0000 7.1000e- 004 7.1000e- 004 0.0000 0.0000 7.6000e- 004 0.0000 0.0000 0.0000 0.0000Area0.1771 0.0000 3.7000e- 004 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 Unmitigated Construction Off-Site 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008.0000e- 004 0.0000 8.0000e- 004 9.0000e- 005 0.0000 9.0000e- 005 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Off-Road 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008.0000e- 004 0.0000 8.0000e- 004 9.0000e- 005 0.0000 9.0000e- 005 Fugitive Dust Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 3.2 Site Preparation - 2019 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 7.30 20.00 LD_Mix HDT_Mix HHDT 3.1 Mitigation Measures Construction Site Preparation 0 8.00 0.00 0.00 10.80 Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vehicle Class Vendor Vehicle Class Hauling Vehicle Class Trips and VMT Phase Name Offroad Equipment Count Worker Trip Number Vendor Trip Number Hauling Trip Number Site Preparation Scrapers 0 8.00 367 0.48 Site Preparation Tractors/Loaders/Backhoes 0 7.00 97 0.37 Load Factor Site Preparation Graders 0 8.00 187 0.41 OffRoad Equipment Phase Name Offroad Equipment Type Amount Usage Hours Horse Power 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008.0000e- 004 0.0000 8.0000e- 004 9.0000e- 005 0.0000 9.0000e- 005 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Off-Road 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008.0000e- 004 0.0000 8.0000e- 004 9.0000e- 005 0.0000 9.0000e- 005 Fugitive Dust Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.0281 0.0281 0.0000 0.0000 0.02813.0000e- 005 0.0000 3.0000e- 005 1.0000e- 005 0.0000 1.0000e- 005 Total 1.0000e- 005 1.0000e- 005 1.1000e- 004 0.0000 0.0000 0.0281 0.0281 0.0000 0.0000 0.02813.0000e- 005 0.0000 3.0000e- 005 1.0000e- 005 0.0000 1.0000e- 005 Worker 1.0000e- 005 1.0000e- 005 1.1000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2ROGNOxCOSO2Fugitive PM10 Exhaust PM10 28.00 13.00 92 5 3 H-S or C-C H-O or C-NW Primary Diverted Pass-by General Light Industry 9.50 7.30 7.30 59.00 4.3 Trip Type Information Miles Trip %Trip Purpose % Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C- W Total 278.80 52.80 27.20 614,766 614,766 Annual VMT General Light Industry 278.80 52.80 27.20 614,766 614,766 4.2 Trip Summary Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT 0.0000 230.4942 230.4942 7.7000e- 003 0.0000 230.68670.2286 2.1500e- 003 0.2308 0.0612 2.0100e- 003 0.0632Unmitigated0.0573 0.2523 0.7330 2.5200e- 003 0.0000 230.4942 230.4942 7.7000e- 003 0.0000 230.68670.2286 2.1500e- 003 0.2308 0.0612 2.0100e- 003 0.0632Mitigated0.0573 0.2523 0.7330 2.5200e- 003 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile ROG NOx CO SO2 Fugitive PM10 0.0000 0.0281 0.0281 0.0000 0.0000 0.02813.0000e- 005 0.0000 3.0000e- 005 1.0000e- 005 0.0000 1.0000e- 005 Total 1.0000e- 005 1.0000e- 005 1.1000e- 004 0.0000 0.0000 0.0281 0.0281 0.0000 0.0000 0.02813.0000e- 005 0.0000 3.0000e- 005 1.0000e- 005 0.0000 1.0000e- 005 Worker 1.0000e- 005 1.0000e- 005 1.1000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 56.64413.9300e- 003 0.0000 56.3095 56.3095 1.0800e- 003 1.0300e- 003 3.1000e- 004 3.9300e- 003 3.9300e- 003 3.9300e- 003 General Light Industry 1.0552e+0 06 5.6900e- 003 0.0517 0.0435 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr tons/yr MT/yr Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 5.2 Energy by Land Use - NaturalGas Unmitigated NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 0.0000 56.3095 56.3095 1.0800e- 003 1.0300e- 003 56.64413.9300e- 003 3.9300e- 003 3.9300e- 003 3.9300e- 003 NaturalGas Unmitigated 5.6900e- 003 0.0517 0.0435 3.1000e- 004 0.0000 56.3095 56.3095 1.0800e- 003 1.0300e- 003 56.64413.9300e- 003 3.9300e- 003 3.9300e- 003 3.9300e- 003 NaturalGas Mitigated 5.6900e- 003 0.0517 0.0435 3.1000e- 004 0.0000 43.4614 43.4614 4.3500e- 003 9.0000e- 004 43.83800.0000 0.0000 0.0000 0.0000Electricity Unmitigated 0.0000 43.4614 43.4614 4.3500e- 003 9.0000e- 004 43.83800.0000 0.0000 0.0000 0.0000Electricity Mitigated NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 5.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy ROG NOx CO SO2 Fugitive PM10 0.020659 0.002115 0.001554 0.005334 0.000623 0.000761 SBUS MH General Light Industry 0.607897 0.037434 0.184004 0.107261 0.014919 0.004991 0.012447 LHD2 MHD HHD OBUS UBUS MCYLand Use LDA LDT1 LDT2 MDV LHD1 4.4 Fleet Mix Mitigated 43.8380 Total 43.4614 4.3500e- 003 9.0000e- 004 43.8380 Land Use kWh/yr t o n MT/yr General Light Industry 330400 43.4614 4.3500e- 003 9.0000e- 004 Unmitigated Electricity Use Total CO2 CH4 N2O CO2e 56.3095 56.3095 1.0800e- 003 1.0300e- 003 56.6441 5.3 Energy by Land Use - Electricity 3.9300e- 003 3.9300e- 003 3.9300e- 003 3.9300e- 003 0.0000 1.0300e- 003 56.6441 Total 5.6900e- 003 0.0517 0.0435 3.1000e- 004 3.9300e- 003 3.9300e- 003 0.0000 56.3095 56.3095 1.0800e- 003 0.0435 3.1000e- 004 3.9300e- 003 3.9300e- 003 CO2e Land Use kBTU/yr tons/yr MT/yr General Light Industry 1.0552e+0 06 5.6900e- 003 0.0517 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2OSO2Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 NaturalGa s Use ROG NOx CO 56.3095 1.0800e- 003 1.0300e- 003 56.6441 Mitigated 3.9300e- 003 3.9300e- 003 3.9300e- 003 0.0000 56.3095Total5.6900e- 003 0.0517 0.0435 3.1000e- 004 3.9300e- 003 Total CO2 CH4 N2O CO2ePM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 6.2 Area by SubCategory Unmitigated ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 7.1000e- 004 7.1000e- 004 0.0000 0.0000 7.6000e- 004 0.0000 0.0000 0.0000 0.0000Unmitigated0.1771 0.0000 3.7000e- 004 0.0000 0.0000 7.1000e- 004 7.1000e- 004 0.0000 0.0000 7.6000e- 004 0.0000 0.0000 0.0000 0.0000Mitigated0.1771 0.0000 3.7000e- 004 0.0000 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 6.0 Area Detail 6.1 Mitigation Measures Area ROG NOx CO SO2 Fugitive PM10 43.8380 Total 43.4614 4.3500e- 003 9.0000e- 004 43.8380 Land Use kWh/yr t o n MT/yr General Light Industry 330400 43.4614 4.3500e- 003 9.0000e- 004 Electricity Use Total CO2 CH4 N2O CO2e Category t o n MT/yr 7.0 Water Detail 7.1 Mitigation Measures Water Total CO2 CH4 N2O CO2e 0.0000 7.1000e- 004 7.1000e- 004 0.0000 0.0000 7.6000e- 004 0.0000 0.0000 0.0000 0.0000Total0.1771 0.0000 3.7000e- 004 0.0000 0.0000 7.1000e- 004 7.1000e- 004 0.0000 0.0000 7.6000e- 004 0.0000 0.0000 0.0000 0.0000Landscaping3.0000e- 005 0.0000 3.7000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Consumer Products 0.1562 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Architectural Coating 0.0209 Total CO2 CH4 N2O CO2e SubCategory tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 7.1000e- 004 7.1000e- 004 0.0000 0.0000 7.6000e- 004 0.0000 0.0000 0.0000 0.0000Total0.1771 0.0000 3.7000e- 004 0.0000 0.0000 7.1000e- 004 7.1000e- 004 0.0000 0.0000 7.6000e- 004 0.0000 0.0000 0.0000 0.0000Landscaping3.0000e- 005 0.0000 3.7000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Consumer Products 0.1562 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Architectural Coating 0.0209 SubCategory tons/yr MT/yr 8.0 Waste Detail 12.3161 Total 9.8566 0.0119 7.2500e- 003 12.3161 Land Use Mgal t o n MT/yr General Light Industry 9.25 / 0 9.8566 0.0119 7.2500e- 003 Mitigated Indoor/Out door Use Total CO2 CH4 N2O CO2e 12.3161 Total 9.8566 0.0119 7.2500e- 003 12.3161 Land Use Mgal t o n MT/yr General Light Industry 9.25 / 0 9.8566 0.0119 7.2500e- 003 7.2 Water by Land Use Unmitigated Indoor/Out door Use Total CO2 CH4 N2O CO2e Unmitigated 9.8566 0.0119 7.2500e- 003 12.3161 Mitigated 9.8566 0.0119 7.2500e- 003 12.3161 Mitigated Waste Disposed Total CO2 CH4 N2O CO2e 24.9439 Total 10.0684 0.5950 0.0000 24.9439 Land Use tons t o n MT/yr General Light Industry 49.6 10.0684 0.5950 0.0000 8.2 Waste by Land Use Unmitigated Waste Disposed Total CO2 CH4 N2O CO2e Unmitigated 10.0684 0.5950 0.0000 24.9439 t o n MT/yr Mitigated 10.0684 0.5950 0.0000 24.9439 8.1 Mitigation Measures Waste Category/Year Total CO2 CH4 N2O CO2e User Defined Equipment Equipment Type Number 11.0 Vegetation Fuel Type Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type Load Factor Fuel Type 10.0 Stationary Equipment Fire Pumps and Emergency Generators Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Horse Power 24.9439 Total 10.0684 0.5950 0.0000 24.9439 Land Use tons t o n MT/yr General Light Industry 49.6 10.0684 0.5950 0.0000 Off-road Equipment - default equipment used Off-road Equipment - Off-road Equipment - Off-road Equipment - 1.3 User Entered Comments & Non-Default Data Project Characteristics - PG&E 2020 rate 290 Land Use - Plans 11-12-18: 157,467-sqft for building, 50 parking spaces all on 2.1 acre site Construction Phase - Construction Schedule provided Off-road Equipment - Off-road Equipment - CO2 Intensity (lb/MWhr) 290 CH4 Intensity (lb/MWhr) 0.029 N2O Intensity (lb/MWhr) 0.006 58 Climate Zone 4 Operational Year 2030 Utility Company Pacific Gas & Electric Company 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s)2.2 Precipitation Freq (Days) Parking Lot 50.00 Space 0.00 20,000.00 0 Floor Surface Area Population General Light Industry 157.47 1000sqft 2.10 157,467.00 0 1.0 Project Characteristics 1.1 Land Usage Land Uses Size Metric Lot Acreage CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 1 Date: 12/3/2018 11:16 AM 18-209 Trojan Storage Campbell AQ 2030 - Santa Clara County, Annual 18-209 Trojan Storage Campbell AQ 2030 Santa Clara County, Annual tblWater AnaerobicandFacultativeLagoonsPerce nt 2.21 0.00 tblWater AerobicPercent 87.46 100.00 tblWater AnaerobicandFacultativeLagoonsPerce nt 2.21 0.00 tblVehicleTrips WD_TR 6.97 8.63 tblWater AerobicPercent 87.46 100.00 tblVehicleTrips ST_TR 1.32 8.63 tblVehicleTrips SU_TR 0.68 8.63 tblVehicleTrips CNW_TL 7.30 3.10 tblVehicleTrips CW_TL 9.50 3.10 tblProjectCharacteristics CO2IntensityFactor 641.35 290 tblVehicleTrips CC_TL 7.30 3.10 tblLandUse LotAcreage 3.62 2.10 tblLandUse LotAcreage 0.45 0.00 tblConstructionPhase NumDays 3.00 5.00 tblLandUse LandUseSquareFeet 157,470.00 157,467.00 tblConstructionPhase NumDays 6.00 11.00 tblConstructionPhase NumDays 10.00 11.00 tblConstructionPhase NumDays 220.00 133.00 tblConstructionPhase NumDays 20.00 6.00 Water Mitigation - Low-flow sinks, toliets, water-efficient irrigation systems Table Name Column Name Default Value New Value tblConstructionPhase NumDays 10.00 43.00 Demolition - 40,000 square feet of of building demo provided in construction data sheet Grading - no grading information Vehicle Trips - trip gen: 207 trips/24hrs = 8.63 across all the days, 3.1 trip lengths Energy Use - Water And Wastewater - assume 100% aerobic Energy Mitigation - Off-road Equipment - default trenching equipment Trips and VMT - NBio-CO2 Total CO2 CH4 N20 CO2eExhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROGNOxCOSO2Fugitive PM10 0.0000 240.2976 240.2976 0.0379 0.0000 241.24480.1103 0.0817 0.1920 0.0357 0.0779 0.1135Maximum0.8528 1.6891 1.2849 2.7400e- 003 0.0000 35.1683 35.1683 5.7700e- 003 0.0000 35.31277.5300e- 003 0.0113 0.0189 2.0300e- 003 0.0108 0.012920200.8528 0.2159 0.2116 4.0000e- 004 0.0000 240.2976 240.2976 0.0379 0.0000 241.24480.1103 0.0817 0.1920 0.0357 0.0779 0.113520190.2075 1.6891 1.2849 2.7400e- 003 Total CO2 CH4 N2O CO2e Year tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 240.2978 240.2978 0.0379 0.0000 241.24500.1103 0.0817 0.1920 0.0357 0.0779 0.1135Maximum0.8528 1.6891 1.2849 2.7400e- 003 0.0000 35.1683 35.1683 5.7700e- 003 0.0000 35.31277.5300e- 003 0.0113 0.0189 2.0300e- 003 0.0108 0.012920200.8528 0.2159 0.2116 4.0000e- 004 0.0000 240.2978 240.2978 0.0379 0.0000 241.24500.1103 0.0817 0.1920 0.0357 0.0779 0.113520190.2075 1.6891 1.2849 2.7400e- 003 CH4 N2O CO2e Year tons/yr MT/yr Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 Unmitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total tblWater SepticTankPercent 10.33 0.00 2.0 Emissions Summary 2.1 Overall Construction tblWater SepticTankPercent 10.33 0.00 Total CO2 CH4 N2O CO2ePM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 52.5197 881.7963 934.3159 2.4264 0.0362 1,005.756 4 0.5322 0.0191 0.5513 0.1424 0.0189 0.1613Total0.8846 0.8830 1.5472 6.2300e- 003 12.8837 25.9192 38.8028 0.0469 0.0286 48.48530.0000 0.0000 0.0000 0.0000Water 39.6360 0.0000 39.6360 2.3424 0.0000 98.19660.0000 0.0000 0.0000 0.0000Waste 0.0000 462.1870 462.1870 0.0156 0.0000 462.57630.5322 3.6500e- 003 0.5358 0.1424 3.3900e- 003 0.1458Mobile0.1632 0.6793 1.3742 5.0100e- 003 0.0000 393.6864 393.6864 0.0215 7.6200e- 003 396.49430.0155 0.0155 0.0155 0.0155Energy0.0224 0.2036 0.1711 1.2200e- 003 0.0000 3.7100e- 003 3.7100e- 003 1.0000e- 005 0.0000 3.9500e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Area 0.6990 2.0000e- 005 1.9000e- 003 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 2.2 Overall Operational Unmitigated Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 4 3-1-2020 5-31-2020 0.2898 0.2898 Highest 1.0759 1.0759 2 9-1-2019 11-30-2019 0.8373 0.8373 3 12-1-2019 2-29-2020 1.0759 1.0759 Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter)Maximum Mitigated ROG + NOX (tons/quarter) 1 6-1-2019 8-31-2019 0.7906 0.7906 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00Percent Reduction 0.00 0.00 0.00 0.00 11 Acres of Grading (Site Preparation Phase): 7.5 Acres of Grading (Grading Phase): 5.5 Acres of Paving: 0 Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 236,201; Non-Residential Outdoor: 78,734; Striped Parking Area: 7 Paving Paving 3/15/2020 3/30/2020 5 133 6 Architectural Coating Architectural Coating 1/15/2020 3/15/2020 5 43 5 Building Construction Building Construction 7/15/2019 1/15/2020 5 11 4 Trenching Trenching 7/1/2019 7/15/2019 5 11 3 Grading Grading 6/15/2019 7/1/2019 5 6 2 Site Preparation Site Preparation 6/10/2019 6/15/2019 5 5 End Date Num Days Week Num Days Phase Description 1 Demolition Demolition 6/1/2019 6/10/2019 5 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date 3.83 0.73 0.91 0.31 12.44 1.000.00 0.00 0.00 0.00 0.00 0.00 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROGNOxCOSO2Fugitive PM10 50.5098 875.3294 925.8392 2.4188 0.0317 995.74820.5322 0.0191 0.5513 0.1424 0.0189 0.1613Total0.8846 0.8830 1.5472 6.2300e- 003 10.8738 21.8758 32.7496 0.0396 0.0241 40.92160.0000 0.0000 0.0000 0.0000Water 39.6360 0.0000 39.6360 2.3424 0.0000 98.19660.0000 0.0000 0.0000 0.0000Waste 0.0000 462.1870 462.1870 0.0156 0.0000 462.57630.5322 3.6500e- 003 0.5358 0.1424 3.3900e- 003 0.1458Mobile0.1632 0.6793 1.3742 5.0100e- 003 0.0000 391.2629 391.2629 0.0212 7.5700e- 003 394.04980.0155 0.0155 0.0155 0.0155Energy0.0224 0.2036 0.1711 1.2200e- 003 0.0000 3.7100e- 003 3.7100e- 003 1.0000e- 005 0.0000 3.9500e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Area 0.6990 2.0000e- 005 1.9000e- 003 0.0000 Category tons/yr MT/yr 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT 7.30 20.00 LD_Mix HDT_Mix HHDT Site Preparation 3 8.00 0.00 0.00 Demolition 5 13.00 0.00 182.00 10.80 Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vehicle Class Vendor Vehicle Class Hauling Vehicle Class Trips and VMT Phase Name Offroad Equipment Count Worker Trip Number Vendor Trip Number Hauling Trip Number Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37 Paving Rollers 2 8.00 80 0.38 Paving Paving Equipment 1 8.00 132 0.36 Paving Pavers 1 8.00 130 0.42 Paving Cement and Mortar Mixers 1 8.00 9 0.56 Architectural Coating Air Compressors 1 6.00 78 0.48 Building Construction Welders 3 8.00 46 0.45 Building Construction Tractors/Loaders/Backhoes 1 6.00 97 0.37 Building Construction Generator Sets 1 8.00 84 0.74 Building Construction Forklifts 2 7.00 89 0.20 Building Construction Cranes 1 8.00 231 0.29 Trenching Tractors/Loaders/Backhoes 1 7.00 97 0.37 Trenching Excavators 1 7.00 158 0.38 Grading Tractors/Loaders/Backhoes 2 7.00 97 0.37 Grading Rubber Tired Dozers 1 8.00 247 0.40 Grading Graders 1 8.00 187 0.41 Site Preparation Tractors/Loaders/Backhoes 1 7.00 97 0.37 Site Preparation Scrapers 1 8.00 367 0.48 Site Preparation Graders 1 8.00 187 0.41 Demolition Tractors/Loaders/Backhoes 3 8.00 97 0.37 Demolition Rubber Tired Dozers 1 8.00 247 0.40 Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73 OffRoad Equipment Phase Name Offroad Equipment Type Amount Usage Hours Horse Power 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 7.0129 7.0129 3.3000e- 004 0.0000 7.02111.5400e- 003 1.1000e- 004 1.6500e- 003 4.2000e- 004 1.0000e- 004 5.3000e- 004 Hauling 8.3000e- 004 0.0283 5.6000e- 003 7.0000e- 005 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 6.4248 6.4248 1.6400e- 003 0.0000 6.46570.0197 3.8600e- 003 0.0236 2.9800e- 003 3.6100e- 003 6.5900e- 003 Total 6.8900e- 003 0.0680 0.0447 7.0000e- 005 0.0000 6.4248 6.4248 1.6400e- 003 0.0000 6.46573.8600e- 003 3.8600e- 003 3.6100e- 003 3.6100e- 003 Off-Road 6.8900e- 003 0.0680 0.0447 7.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0197 0.0000 0.0197 2.9800e- 003 0.0000 2.9800e- 003 Fugitive Dust Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 3.2 Demolition - 2019 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 7.30 20.00 LD_Mix HDT_Mix HHDT 3.1 Mitigation Measures Construction Paving 6 15.00 0.00 0.00 10.80 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT 7.30 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 15.00 0.00 0.00 Building Construction 8 75.00 29.00 0.00 10.80 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT 7.30 20.00 LD_Mix HDT_Mix HHDT Trenching 2 5.00 0.00 0.00 Grading 4 10.00 0.00 0.00 10.80 3.3 Site Preparation - 2019 Unmitigated Construction On-Site 0.0000 7.2867 7.2867 3.4000e- 004 0.0000 7.29511.8500e- 003 1.1000e- 004 1.9600e- 003 5.0000e- 004 1.0000e- 004 6.1000e- 004 Total 9.7000e- 004 0.0284 6.6900e- 003 7.0000e- 005 0.0000 0.2738 0.2738 1.0000e- 005 0.0000 0.27403.1000e- 004 0.0000 3.1000e- 004 8.0000e- 005 0.0000 8.0000e- 005 Worker 1.4000e- 004 1.1000e- 004 1.0900e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 7.0129 7.0129 3.3000e- 004 0.0000 7.02111.5400e- 003 1.1000e- 004 1.6500e- 003 4.2000e- 004 1.0000e- 004 5.3000e- 004 Hauling 8.3000e- 004 0.0283 5.6000e- 003 7.0000e- 005 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 6.4248 6.4248 1.6400e- 003 0.0000 6.46570.0197 3.8600e- 003 0.0236 2.9800e- 003 3.6100e- 003 6.5900e- 003 Total 6.8900e- 003 0.0680 0.0447 7.0000e- 005 0.0000 6.4248 6.4248 1.6400e- 003 0.0000 6.46573.8600e- 003 3.8600e- 003 3.6100e- 003 3.6100e- 003 Off-Road 6.8900e- 003 0.0680 0.0447 7.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0197 0.0000 0.0197 2.9800e- 003 0.0000 2.9800e- 003 Fugitive Dust Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 7.2867 7.2867 3.4000e- 004 0.0000 7.29511.8500e- 003 1.1000e- 004 1.9600e- 003 5.0000e- 004 1.0000e- 004 6.1000e- 004 Total 9.7000e- 004 0.0284 6.6900e- 003 7.0000e- 005 0.0000 0.2738 0.2738 1.0000e- 005 0.0000 0.27403.1000e- 004 0.0000 3.1000e- 004 8.0000e- 005 0.0000 8.0000e- 005 Worker 1.4000e- 004 1.1000e- 004 1.0900e- 003 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.1404 0.1404 0.0000 0.0000 0.14051.6000e- 004 0.0000 1.6000e- 004 4.0000e- 005 0.0000 4.0000e- 005 Total 7.0000e- 005 5.0000e- 005 5.6000e- 004 0.0000 0.0000 0.1404 0.1404 0.0000 0.0000 0.14051.6000e- 004 0.0000 1.6000e- 004 4.0000e- 005 0.0000 4.0000e- 005 Worker 7.0000e- 005 5.0000e- 005 5.6000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 5.5033 5.5033 1.7400e- 003 0.0000 5.54683.9800e- 003 2.1300e- 003 6.1100e- 003 4.3000e- 004 1.9600e- 003 2.3900e- 003 Total 4.3900e- 003 0.0539 0.0298 6.0000e- 005 0.0000 5.5033 5.5033 1.7400e- 003 0.0000 5.54682.1300e- 003 2.1300e- 003 1.9600e- 003 1.9600e- 003 Off-Road 4.3900e- 003 0.0539 0.0298 6.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00003.9800e- 003 0.0000 3.9800e- 003 4.3000e- 004 0.0000 4.3000e- 004 Fugitive Dust Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2ROGNOxCOSO2Fugitive PM10 Exhaust PM10 0.0000 10.1849 10.1849 3.2200e- 003 0.0000 10.26540.0360 5.9000e- 003 0.0419 0.0185 5.4300e- 003 0.0240Total0.0112 0.1251 0.0558 1.1000e- 004 0.0000 10.1849 10.1849 3.2200e- 003 0.0000 10.26545.9000e- 003 5.9000e- 003 5.4300e- 003 5.4300e- 003 Off-Road 0.0112 0.1251 0.0558 1.1000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0360 0.0000 0.0360 0.0185 0.0000 0.0185Fugitive Dust Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 3.4 Grading - 2019 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.1404 0.1404 0.0000 0.0000 0.14051.6000e- 004 0.0000 1.6000e- 004 4.0000e- 005 0.0000 4.0000e- 005 Total 7.0000e- 005 5.0000e- 005 5.6000e- 004 0.0000 0.0000 0.1404 0.1404 0.0000 0.0000 0.14051.6000e- 004 0.0000 1.6000e- 004 4.0000e- 005 0.0000 4.0000e- 005 Worker 7.0000e- 005 5.0000e- 005 5.6000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 5.5033 5.5033 1.7400e- 003 0.0000 5.54683.9800e- 003 2.1300e- 003 6.1100e- 003 4.3000e- 004 1.9600e- 003 2.3900e- 003 Total 4.3900e- 003 0.0539 0.0298 6.0000e- 005 0.0000 5.5033 5.5033 1.7400e- 003 0.0000 5.54682.1300e- 003 2.1300e- 003 1.9600e- 003 1.9600e- 003 Off-Road 4.3900e- 003 0.0539 0.0298 6.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00003.9800e- 003 0.0000 3.9800e- 003 4.3000e- 004 0.0000 4.3000e- 004 Fugitive Dust Total CO2 CH4 N2O CO2ePM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 10.1849 10.1849 3.2200e- 003 0.0000 10.26540.0360 5.9000e- 003 0.0419 0.0185 5.4300e- 003 0.0240Total0.0112 0.1251 0.0558 1.1000e- 004 0.0000 10.1849 10.1849 3.2200e- 003 0.0000 10.26545.9000e- 003 5.9000e- 003 5.4300e- 003 5.4300e- 003 Off-Road 0.0112 0.1251 0.0558 1.1000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0360 0.0000 0.0360 0.0185 0.0000 0.0185Fugitive Dust Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.3862 0.3862 1.0000e- 005 0.0000 0.38644.4000e- 004 0.0000 4.4000e- 004 1.2000e- 004 0.0000 1.2000e- 004 Total 2.0000e- 004 1.5000e- 004 1.5400e- 003 0.0000 0.0000 0.3862 0.3862 1.0000e- 005 0.0000 0.38644.4000e- 004 0.0000 4.4000e- 004 1.2000e- 004 0.0000 1.2000e- 004 Worker 2.0000e- 004 1.5000e- 004 1.5400e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.1931 0.1931 1.0000e- 005 0.0000 0.19322.2000e- 004 0.0000 2.2000e- 004 6.0000e- 005 0.0000 6.0000e- 005 Worker 1.0000e- 004 7.0000e- 005 7.7000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 3.5742 3.5742 1.1300e- 003 0.0000 3.60241.3700e- 003 1.3700e- 003 1.2600e- 003 1.2600e- 003 Total 2.3800e- 003 0.0242 0.0268 4.0000e- 005 0.0000 3.5742 3.5742 1.1300e- 003 0.0000 3.60241.3700e- 003 1.3700e- 003 1.2600e- 003 1.2600e- 003 Off-Road 2.3800e- 003 0.0242 0.0268 4.0000e- 005 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 3.5 Trenching - 2019 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.3862 0.3862 1.0000e- 005 0.0000 0.38644.4000e- 004 0.0000 4.4000e- 004 1.2000e- 004 0.0000 1.2000e- 004 Total 2.0000e- 004 1.5000e- 004 1.5400e- 003 0.0000 0.0000 0.3862 0.3862 1.0000e- 005 0.0000 0.38644.4000e- 004 0.0000 4.4000e- 004 1.2000e- 004 0.0000 1.2000e- 004 Worker 2.0000e- 004 1.5000e- 004 1.5400e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Category tons/yr MT/yr 3.6 Building Construction - 2019 Unmitigated Construction On-Site 0.0000 0.1931 0.1931 1.0000e- 005 0.0000 0.19322.2000e- 004 0.0000 2.2000e- 004 6.0000e- 005 0.0000 6.0000e- 005 Total 1.0000e- 004 7.0000e- 005 7.7000e- 004 0.0000 0.0000 0.1931 0.1931 1.0000e- 005 0.0000 0.19322.2000e- 004 0.0000 2.2000e- 004 6.0000e- 005 0.0000 6.0000e- 005 Worker 1.0000e- 004 7.0000e- 005 7.7000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 3.5742 3.5742 1.1300e- 003 0.0000 3.60241.3700e- 003 1.3700e- 003 1.2600e- 003 1.2600e- 003 Total 2.3800e- 003 0.0242 0.0268 4.0000e- 005 0.0000 3.5742 3.5742 1.1300e- 003 0.0000 3.60241.3700e- 003 1.3700e- 003 1.2600e- 003 1.2600e- 003 Off-Road 2.3800e- 003 0.0242 0.0268 4.0000e- 005 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.1931 0.1931 1.0000e- 005 0.0000 0.19322.2000e- 004 0.0000 2.2000e- 004 6.0000e- 005 0.0000 6.0000e- 005 Total 1.0000e- 004 7.0000e- 005 7.7000e- 004 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 78.6542 78.6542 3.1800e- 003 0.0000 78.73380.0479 1.8500e- 003 0.0498 0.0130 1.7600e- 003 0.0148Total0.0253 0.2358 0.1878 8.5000e- 004 0.0000 32.1203 32.1203 8.7000e- 004 0.0000 32.14220.0363 2.4000e- 004 0.0365 9.6500e- 003 2.2000e- 004 9.8700e- 003 Worker 0.0166 0.0124 0.1278 3.6000e- 004 0.0000 46.5339 46.5339 2.3100e- 003 0.0000 46.59160.0116 1.6100e- 003 0.0132 3.3600e- 003 1.5400e- 003 4.9000e- 003 Vendor 8.6700e- 003 0.2234 0.0600 4.9000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 127.9501 127.9501 0.0266 0.0000 128.61560.0665 0.0665 0.0637 0.0637Total0.1560 1.1535 0.9305 1.5300e- 003 0.0000 127.9501 127.9501 0.0266 0.0000 128.61560.0665 0.0665 0.0637 0.0637Off-Road 0.1560 1.1535 0.9305 1.5300e- 003 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2ROGNOxCOSO2Fugitive PM10 Exhaust PM10 0.0000 11.4204 11.4204 2.3200e- 003 0.0000 11.47845.2200e- 003 5.2200e- 003 5.0000e- 003 5.0000e- 003 Total 0.0126 0.0959 0.0819 1.4000e- 004 0.0000 11.4204 11.4204 2.3200e- 003 0.0000 11.47845.2200e- 003 5.2200e- 003 5.0000e- 003 5.0000e- 003 Off-Road 0.0126 0.0959 0.0819 1.4000e- 004 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 3.6 Building Construction - 2020 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 78.6542 78.6542 3.1800e- 003 0.0000 78.73380.0479 1.8500e- 003 0.0498 0.0130 1.7600e- 003 0.0148Total0.0253 0.2358 0.1878 8.5000e- 004 0.0000 32.1203 32.1203 8.7000e- 004 0.0000 32.14220.0363 2.4000e- 004 0.0365 9.6500e- 003 2.2000e- 004 9.8700e- 003 Worker 0.0166 0.0124 0.1278 3.6000e- 004 0.0000 46.5339 46.5339 2.3100e- 003 0.0000 46.59160.0116 1.6100e- 003 0.0132 3.3600e- 003 1.5400e- 003 4.9000e- 003 Vendor 8.6700e- 003 0.2234 0.0600 4.9000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 127.9500 127.9500 0.0266 0.0000 128.61540.0665 0.0665 0.0637 0.0637Total0.1560 1.1535 0.9305 1.5300e- 003 0.0000 127.9500 127.9500 0.0266 0.0000 128.61540.0665 0.0665 0.0637 0.0637Off-Road 0.1560 1.1535 0.9305 1.5300e- 003 Total CO2 CH4 N2O CO2ePM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 11.4204 11.4204 2.3200e- 003 0.0000 11.47845.2200e- 003 5.2200e- 003 5.0000e- 003 5.0000e- 003 Total 0.0126 0.0959 0.0819 1.4000e- 004 0.0000 11.4204 11.4204 2.3200e- 003 0.0000 11.47845.2200e- 003 5.2200e- 003 5.0000e- 003 5.0000e- 003 Off-Road 0.0126 0.0959 0.0819 1.4000e- 004 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 6.9756 6.9756 2.6000e- 004 0.0000 6.98214.3200e- 003 1.1000e- 004 4.4300e- 003 1.1700e- 003 1.1000e- 004 1.2800e- 003 Total 2.0000e- 003 0.0191 0.0152 7.0000e- 005 0.0000 2.8056 2.8056 7.0000e- 005 0.0000 2.80733.2700e- 003 2.0000e- 005 3.2900e- 003 8.7000e- 004 2.0000e- 005 8.9000e- 004 Worker 1.3700e- 003 9.8000e- 004 0.0103 3.0000e- 005 0.0000 4.1700 4.1700 1.9000e- 004 0.0000 4.17481.0500e- 003 9.0000e- 005 1.1400e- 003 3.0000e- 004 9.0000e- 005 3.9000e- 004 Vendor 6.3000e- 004 0.0182 4.8400e- 003 4.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 2.1935 2.1935 5.0000e- 005 0.0000 2.19482.5600e- 003 2.0000e- 005 2.5700e- 003 6.8000e- 004 2.0000e- 005 7.0000e- 004 Worker 1.0700e- 003 7.7000e- 004 8.0700e- 003 2.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 5.4895 5.4895 4.3000e- 004 0.0000 5.50012.3900e- 003 2.3900e- 003 2.3900e- 003 2.3900e- 003 Total 0.8305 0.0362 0.0394 6.0000e- 005 0.0000 5.4895 5.4895 4.3000e- 004 0.0000 5.50012.3900e- 003 2.3900e- 003 2.3900e- 003 2.3900e- 003 Off-Road 5.2100e- 003 0.0362 0.0394 6.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Archit. Coating 0.8253 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 3.7 Architectural Coating - 2020 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 6.9756 6.9756 2.6000e- 004 0.0000 6.98214.3200e- 003 1.1000e- 004 4.4300e- 003 1.1700e- 003 1.1000e- 004 1.2800e- 003 Total 2.0000e- 003 0.0191 0.0152 7.0000e- 005 0.0000 2.8056 2.8056 7.0000e- 005 0.0000 2.80733.2700e- 003 2.0000e- 005 3.2900e- 003 8.7000e- 004 2.0000e- 005 8.9000e- 004 Worker 1.3700e- 003 9.8000e- 004 0.0103 3.0000e- 005 0.0000 4.1700 4.1700 1.9000e- 004 0.0000 4.17481.0500e- 003 9.0000e- 005 1.1400e- 003 3.0000e- 004 9.0000e- 005 3.9000e- 004 Vendor 6.3000e- 004 0.0182 4.8400e- 003 4.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Category tons/yr MT/yr 3.8 Paving - 2020 Unmitigated Construction On-Site 0.0000 2.1935 2.1935 5.0000e- 005 0.0000 2.19482.5600e- 003 2.0000e- 005 2.5700e- 003 6.8000e- 004 2.0000e- 005 7.0000e- 004 Total 1.0700e- 003 7.7000e- 004 8.0700e- 003 2.0000e- 005 0.0000 2.1935 2.1935 5.0000e- 005 0.0000 2.19482.5600e- 003 2.0000e- 005 2.5700e- 003 6.8000e- 004 2.0000e- 005 7.0000e- 004 Worker 1.0700e- 003 7.7000e- 004 8.0700e- 003 2.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 5.4895 5.4895 4.3000e- 004 0.0000 5.50012.3900e- 003 2.3900e- 003 2.3900e- 003 2.3900e- 003 Total 0.8305 0.0362 0.0394 6.0000e- 005 0.0000 5.4895 5.4895 4.3000e- 004 0.0000 5.50012.3900e- 003 2.3900e- 003 2.3900e- 003 2.3900e- 003 Off-Road 5.2100e- 003 0.0362 0.0394 6.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Archit. Coating 0.8253 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 2.1935 2.1935 5.0000e- 005 0.0000 2.19482.5600e- 003 2.0000e- 005 2.5700e- 003 6.8000e- 004 2.0000e- 005 7.0000e- 004 Total 1.0700e- 003 7.7000e- 004 8.0700e- 003 2.0000e- 005 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.5611 0.5611 1.0000e- 005 0.0000 0.56156.5000e- 004 0.0000 6.6000e- 004 1.7000e- 004 0.0000 1.8000e- 004 Total 2.7000e- 004 2.0000e- 004 2.0600e- 003 1.0000e- 005 0.0000 0.5611 0.5611 1.0000e- 005 0.0000 0.56156.5000e- 004 0.0000 6.6000e- 004 1.7000e- 004 0.0000 1.8000e- 004 Worker 2.7000e- 004 2.0000e- 004 2.0600e- 003 1.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 8.5282 8.5282 2.7000e- 003 0.0000 8.59573.6100e- 003 3.6100e- 003 3.3300e- 003 3.3300e- 003 Total 6.3500e- 003 0.0637 0.0649 1.0000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Paving0.0000 0.0000 8.5282 8.5282 2.7000e- 003 0.0000 8.59573.6100e- 003 3.6100e- 003 3.3300e- 003 3.3300e- 003 Off-Road 6.3500e- 003 0.0637 0.0649 1.0000e- 004 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2ROGNOxCOSO2Fugitive PM10 Exhaust PM10 0.0000 462.1870 462.1870 0.0156 0.0000 462.57630.5322 3.6500e- 003 0.5358 0.1424 3.3900e- 003 0.1458Mitigated0.1632 0.6793 1.3742 5.0100e- 003 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile ROG NOx CO SO2 Fugitive PM10 0.0000 0.5611 0.5611 1.0000e- 005 0.0000 0.56156.5000e- 004 0.0000 6.6000e- 004 1.7000e- 004 0.0000 1.8000e- 004 Total 2.7000e- 004 2.0000e- 004 2.0600e- 003 1.0000e- 005 0.0000 0.5611 0.5611 1.0000e- 005 0.0000 0.56156.5000e- 004 0.0000 6.6000e- 004 1.7000e- 004 0.0000 1.8000e- 004 Worker 2.7000e- 004 2.0000e- 004 2.0600e- 003 1.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 8.5282 8.5282 2.7000e- 003 0.0000 8.59573.6100e- 003 3.6100e- 003 3.3300e- 003 3.3300e- 003 Total 6.3500e- 003 0.0637 0.0649 1.0000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Paving0.0000 0.0000 8.5282 8.5282 2.7000e- 003 0.0000 8.59573.6100e- 003 3.6100e- 003 3.3300e- 003 3.3300e- 003 Off-Road 6.3500e- 003 0.0637 0.0649 1.0000e- 004 Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2eFugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total ROG NOx CO SO2 0.000646 0.000651 5.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy Install Energy Efficient Appliances 0.005060 0.013110 0.022881 0.002221 0.001470 0.005122Parking Lot 0.621541 0.034056 0.180136 0.101248 0.011859 0.022881 0.002221 0.001470 0.005122 0.000646 0.000651 SBUS MH General Light Industry 0.621541 0.034056 0.180136 0.101248 0.011859 0.005060 0.013110 LHD2 MHD HHD OBUS UBUS MCYLand Use LDA LDT1 LDT2 MDV LHD1 0.00 0.00 0 0 0 4.4 Fleet Mix 28.00 13.00 92 5 3 Parking Lot 9.50 7.30 7.30 0.00 H-S or C-C H-O or C-NW Primary Diverted Pass-by General Light Industry 3.10 3.10 3.10 59.00 4.3 Trip Type Information Miles Trip %Trip Purpose % Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C- W Total 1,358.97 1,358.97 1,358.97 1,431,433 1,431,433 Parking Lot 0.00 0.00 0.00 Annual VMT General Light Industry 1,358.97 1,358.97 1358.97 1,431,433 1,431,433 4.2 Trip Summary Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT 0.0000 462.1870 462.1870 0.0156 0.0000 462.57630.5322 3.6500e- 003 0.5358 0.1424 3.3900e- 003 0.1458Unmitigated0.1632 0.6793 1.3742 5.0100e- 003 222.98950.0155 0.0000 221.6722 221.6722 4.2500e- 003 4.0600e- 003 1.2200e- 003 0.0155 0.0155 0.0155 0.0000 0.0000 0.0000 0.0000 Total 0.0224 0.2036 0.1711 0.0000 0.0000 0.0000 0.0000 0.0000 222.9895 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0155 0.0000 221.6722 221.6722 4.2500e- 003 4.0600e- 003 1.2200e- 003 0.0155 0.0155 0.0155 Land Use kBTU/yr tons/yr MT/yr General Light Industry 4.15398e+ 006 0.0224 0.2036 0.1711 Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2eFugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total 222.9895 Mitigated NaturalGa s Use ROG NOx CO SO2 0.0155 0.0000 221.6722 221.6722 4.2500e- 003 4.0600e- 003 1.2200e- 003 0.0155 0.0155 0.0155 0.0000 0.0000 0.0000 0.0000 Total 0.0224 0.2036 0.1711 0.0000 0.0000 0.0000 0.0000 0.0000 222.9895 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0155 0.0000 221.6722 221.6722 4.2500e- 003 4.0600e- 003 1.2200e- 003 0.0155 0.0155 0.0155General Light Industry 4.15398e+ 006 0.0224 0.2036 0.1711 Total CO2 CH4 N2O CO2e Land Use kBTU/yr tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 221.6722 221.6722 4.2500e- 003 4.0600e- 003 222.9895 5.2 Energy by Land Use - NaturalGas 0.0155 0.0155 0.0155 0.0155 0.0000 4.2500e- 003 4.0600e- 003 222.9895 NaturalGas Unmitigated 0.0224 0.2036 0.1711 1.2200e- 003 0.0155 0.0155 0.0000 221.6722 221.6722 173.5048 NaturalGas Mitigated 0.0224 0.2036 0.1711 1.2200e- 003 0.0155 0.0155 0.0000 0.0000 172.0142 172.0142 0.0172 3.5600e- 003 0.0000 0.0000 0.0000 169.5908 169.5908 0.0170 3.5100e- 003 171.0603 Electricity Unmitigated 0.0000 0.0000 0.0000 0.0000 0.0000 Category tons/yr MT/yr Electricity Mitigated 171.0603 6.0 Area Detail 6.1 Mitigation Measures Area Total 169.5907 0.0170 3.5100e- 003 170.1316 Parking Lot 7000 0.9208 9.0000e- 005 2.0000e- 005 0.9288 Land Use kWh/yr t o n MT/yr General Light Industry 1.28225e+ 006 168.6700 0.0169 3.4900e- 003 173.5048 Mitigated Electricity Use Total CO2 CH4 N2O CO2e Total 172.0142 0.0172 3.5600e- 003 172.5761 Parking Lot 7000 0.9208 9.0000e- 005 2.0000e- 005 0.9288 Land Use kWh/yr t o n MT/yr General Light Industry 1.30068e+ 006 171.0934 0.0171 3.5400e- 003 5.3 Energy by Land Use - Electricity Unmitigated Electricity Use Total CO2 CH4 N2O CO2e Total CO2 CH4 N2O CO2ePM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 3.7100e- 003 3.7100e- 003 1.0000e- 005 0.0000 3.9500e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Total 0.6990 2.0000e- 005 1.9000e- 003 0.0000 0.0000 3.7100e- 003 3.7100e- 003 1.0000e- 005 0.0000 3.9500e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Landscaping 1.7000e- 004 2.0000e- 005 1.9000e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Consumer Products 0.6163 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Architectural Coating 0.0825 Total CO2 CH4 N2O CO2e SubCategory tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 6.2 Area by SubCategory Unmitigated ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 3.7100e- 003 3.7100e- 003 1.0000e- 005 0.0000 3.9500e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Unmitigated 0.6990 2.0000e- 005 1.9000e- 003 0.0000 0.0000 3.7100e- 003 3.7100e- 003 1.0000e- 005 0.0000 3.9500e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Mitigated 0.6990 2.0000e- 005 1.9000e- 003 0.0000 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROGNOxCOSO2Fugitive PM10 7.2 Water by Land Use Unmitigated Unmitigated 38.8028 0.0469 0.0286 48.4853 Category t o n MT/yr Mitigated 32.7496 0.0396 0.0241 40.9216 Total CO2 CH4 N2O CO2e 7.0 Water Detail 7.1 Mitigation Measures Water Install Low Flow Bathroom Faucet Install Low Flow Kitchen Faucet Install Low Flow Toilet Use Water Efficient Irrigation System 0.0000 3.7100e- 003 3.7100e- 003 1.0000e- 005 0.0000 3.9500e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Total 0.6990 2.0000e- 005 1.9000e- 003 0.0000 0.0000 3.7100e- 003 3.7100e- 003 1.0000e- 005 0.0000 3.9500e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Landscaping 1.7000e- 004 2.0000e- 005 1.9000e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Consumer Products 0.6163 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Architectural Coating 0.0825 SubCategory tons/yr MT/yr t o n MT/yr 40.9216 8.0 Waste Detail 8.1 Mitigation Measures Waste Category/Year Total CO2 CH4 N2O CO2e Total 32.7496 0.0396 0.0241 40.9216 Parking Lot 0 / 0 0.0000 0.0000 0.0000 0.0000 Land Use Mgal t o n MT/yr General Light Industry 30.7342 / 0 32.7496 0.0396 0.0241 48.4853 Mitigated Indoor/Out door Use Total CO2 CH4 N2O CO2e Total 38.8028 0.0469 0.0286 48.4853 Parking Lot 0 / 0 0.0000 0.0000 0.0000 0.0000 Land Use Mgal t o n MT/yr General Light Industry 36.4149 / 0 38.8028 0.0469 0.0286 Indoor/Out door Use Total CO2 CH4 N2O CO2e 98.1966 9.0 Operational Offroad Total 39.6360 2.3424 0.0000 98.1966 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 Land Use tons t o n MT/yr General Light Industry 195.26 39.6360 2.3424 0.0000 98.1966 Mitigated Waste Disposed Total CO2 CH4 N2O CO2e Total 39.6360 2.3424 0.0000 98.1966 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 Land Use tons t o n MT/yr General Light Industry 195.26 39.6360 2.3424 0.0000 8.2 Waste by Land Use Unmitigated Waste Disposed Total CO2 CH4 N2O CO2e Unmitigated 39.6360 2.3424 0.0000 98.1966 Mitigated 39.6360 2.3424 0.0000 98.1966 User Defined Equipment Equipment Type Number 11.0 Vegetation Load Factor Fuel Type Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type Horse Power Load Factor Fuel Type 10.0 Stationary Equipment Fire Pumps and Emergency Generators Equipment Type Number Hours/Day Hours/Year Horse Power Equipment Type Number Hours/Day Days/Year Off-road Equipment - default equipment used Off-road Equipment - Off-road Equipment - Off-road Equipment - 1.3 User Entered Comments & Non-Default Data Project Characteristics - PG&E 2020 rate 290 Land Use - Plans 11-12-18: 157,467-sqft for building, 50 parking spaces all on 2.1 acre site Construction Phase - Construction Schedule provided Off-road Equipment - Off-road Equipment - CO2 Intensity (lb/MWhr) 290 CH4 Intensity (lb/MWhr) 0.029 N2O Intensity (lb/MWhr) 0.006 58 Climate Zone 4 Operational Year 2021 Utility Company Pacific Gas & Electric Company 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s)2.2 Precipitation Freq (Days) Parking Lot 50.00 Space 0.00 20,000.00 0 Floor Surface Area Population General Light Industry 157.47 1000sqft 2.10 157,467.00 0 1.0 Project Characteristics 1.1 Land Usage Land Uses Size Metric Lot Acreage CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 1 Date: 11/21/2018 2:09 PM 18-209 Trojan Storage Campbell TAC - Santa Clara County, Annual 18-209 Trojan Storage Campbell TAC Santa Clara County, Annual tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 2.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstEquipMitigation DPF No Change Level 3 tblConstDustMitigation WaterUnpavedRoadVehicleSpeed 0 15 tblConstEquipMitigation DPF No Change Level 3 Demolition - 40,000 square feet of of building demo provided in construction data sheet Grading - no grading information Vehicle Trips - trip gen: 207 trips/24hrs = 8.63, 1.63, 0.84 (from data request) Water And Wastewater - assume 100% aerobic Construction Off-road Equipment Mitigation - BMPs, Tier 3 DPF 3 Table Name Column Name Default Value New Value Off-road Equipment - default trenching equipment Trips and VMT - TAC trip length 1 mile tblConstructionPhase NumDays 10.00 11.00 tblConstructionPhase NumDays 3.00 5.00 tblConstructionPhase NumDays 20.00 6.00 tblConstructionPhase NumDays 6.00 11.00 tblConstructionPhase NumDays 10.00 43.00 tblConstructionPhase NumDays 220.00 133.00 tblConstEquipMitigation Tier No Change Tier 3 tblConstEquipMitigation Tier No Change Tier 3 tblConstEquipMitigation Tier No Change Tier 3 tblConstEquipMitigation Tier No Change Tier 3 tblConstEquipMitigation Tier No Change Tier 3 tblConstEquipMitigation Tier No Change Tier 3 tblConstEquipMitigation Tier No Change Tier 3 tblConstEquipMitigation Tier No Change Tier 3 tblConstEquipMitigation Tier No Change Tier 3 tblConstEquipMitigation Tier No Change Tier 3 tblConstEquipMitigation Tier No Change Tier 3 tblConstEquipMitigation Tier No Change Tier 3 tblConstEquipMitigation Tier No Change Tier 3 tblConstEquipMitigation Tier No Change Tier 3 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 3.00 tblConstEquipMitigation Tier No Change Tier 3 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 9.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 2.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 2.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 2.00 tblWater AerobicPercent 87.46 100.00 tblWater AerobicPercent 87.46 100.00 tblVehicleTrips SU_TR 0.68 0.84 tblVehicleTrips WD_TR 6.97 8.63 tblTripsAndVMT WorkerTripLength 10.80 1.00 tblVehicleTrips ST_TR 1.32 1.63 tblTripsAndVMT WorkerTripLength 10.80 1.00 tblTripsAndVMT WorkerTripLength 10.80 1.00 tblTripsAndVMT WorkerTripLength 10.80 1.00 tblTripsAndVMT WorkerTripLength 10.80 1.00 tblTripsAndVMT WorkerTripLength 10.80 1.00 tblTripsAndVMT WorkerTripLength 10.80 1.00 tblTripsAndVMT VendorTripLength 7.30 1.00 tblTripsAndVMT VendorTripLength 7.30 1.00 tblTripsAndVMT VendorTripLength 7.30 1.00 tblTripsAndVMT VendorTripLength 7.30 1.00 tblTripsAndVMT VendorTripLength 7.30 1.00 tblTripsAndVMT VendorTripLength 7.30 1.00 tblTripsAndVMT HaulingTripLength 20.00 1.00 tblTripsAndVMT VendorTripLength 7.30 1.00 tblTripsAndVMT HaulingTripLength 20.00 1.00 tblTripsAndVMT HaulingTripLength 20.00 1.00 tblTripsAndVMT HaulingTripLength 20.00 1.00 tblTripsAndVMT HaulingTripLength 20.00 1.00 tblTripsAndVMT HaulingTripLength 20.00 1.00 tblTripsAndVMT HaulingTripLength 20.00 1.00 tblLandUse LotAcreage 0.45 0.00 tblProjectCharacteristics CO2IntensityFactor 641.35 290 tblLandUse LandUseSquareFeet 157,470.00 157,467.00 tblLandUse LotAcreage 3.62 2.10 0.0000 172.9595 172.9595 0.0362 0.0000 173.86450.0321 8.9300e- 003 0.0410 6.3700e- 003 8.9100e- 003 0.0153Maximum0.8340 1.1103 1.1895 2.0200e- 003 0.0000 27.3833 27.3833 5.6000e- 003 0.0000 27.52337.6000e- 004 1.4400e- 003 2.2000e- 003 2.1000e- 004 1.4400e- 003 1.6500e- 003 2020 0.8340 0.1639 0.2038 3.2000e- 004 0.0000 172.9595 172.9595 0.0362 0.0000 173.86450.0321 8.9300e- 003 0.0410 6.3700e- 003 8.9100e- 003 0.015320190.0604 1.1103 1.1895 2.0200e- 003 Total CO2 CH4 N2O CO2e Year tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 172.9597 172.9597 0.0362 0.0000 173.86470.0649 0.0801 0.1451 0.0234 0.0764 0.0997Maximum0.8506 1.5617 1.1599 2.0200e- 003 0.0000 27.3833 27.3833 5.6000e- 003 0.0000 27.52337.6000e- 004 0.0112 0.0120 2.1000e- 004 0.0107 0.010920200.8506 0.2069 0.1946 3.2000e- 004 0.0000 172.9597 172.9597 0.0362 0.0000 173.86470.0649 0.0801 0.1451 0.0234 0.0764 0.099720190.1907 1.5617 1.1599 2.0200e- 003 NBio- CO2 Total CO2 CH4 N2O CO2e Year tons/yr MT/yr Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 2.0 Emissions Summary 2.1 Overall Construction Unmitigated Construction ROG NOx CO SO2 Fugitive PM10 tblWater SepticTankPercent 10.33 0.00 tblWater SepticTankPercent 10.33 0.00 tblWater AnaerobicandFacultativeLagoonsPerce nt 2.21 0.00 tblWater AnaerobicandFacultativeLagoonsPerce nt 2.21 0.00 Mitigated Operational 52.5197 1,542.960 7 1,595.4804 2.4483 0.0362 1,667.469 6 1.1141 0.0260 1.1401 0.2982 0.0253 0.3236Total1.0007 1.4331 3.7456 0.0135 12.8837 25.9192 38.8028 0.0469 0.0286 48.48530.0000 0.0000 0.0000 0.0000Water 39.6360 0.0000 39.6360 2.3424 0.0000 98.19660.0000 0.0000 0.0000 0.0000Waste 0.0000 1,123.351 4 1,123.3514 0.0375 0.0000 1,124.289 5 1.1141 0.0105 1.1246 0.2982 9.8200e- 003 0.3081Mobile0.2793 1.2295 3.5726 0.0123 0.0000 393.6864 393.6864 0.0215 7.6200e- 003 396.49430.0155 0.0155 0.0155 0.0155Energy0.0224 0.2036 0.1711 1.2200e- 003 0.0000 3.7100e- 003 3.7100e- 003 1.0000e- 005 0.0000 3.9500e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Area 0.6990 2.0000e- 005 1.9100e- 003 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 2.2 Overall Operational Unmitigated Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 4 3-1-2020 5-31-2020 0.2890 0.2665 Highest 1.0418 0.9256 2 9-1-2019 11-30-2019 0.7703 0.5386 3 12-1-2019 2-29-2020 1.0418 0.9256 Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter)Maximum Mitigated ROG + NOX (tons/quarter) 1 6-1-2019 8-31-2019 0.7345 0.4545 0.00 0.00 0.00 0.00 0.00 0.0050.00 88.65 72.48 72.09 88.12 84.69 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 14.11 27.96 -2.87 0.00 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROGNOxCOSO2Fugitive PM10 11 Acres of Grading (Site Preparation Phase): 7.5 Acres of Grading (Grading Phase): 5.5 7 Paving Paving 3/15/2020 3/30/2020 5 133 6 Architectural Coating Architectural Coating 1/15/2020 3/15/2020 5 43 5 Building Construction Building Construction 7/15/2019 1/15/2020 5 11 4 Trenching Trenching 7/1/2019 7/15/2019 5 11 3 Grading Grading 6/15/2019 7/1/2019 5 6 2 Site Preparation Site Preparation 6/10/2019 6/15/2019 5 5 End Date Num Days Week Num Days Phase Description 1 Demolition Demolition 6/1/2019 6/10/2019 5 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROGNOxCOSO2Fugitive PM10 52.5197 1,542.960 7 1,595.4804 2.4483 0.0362 1,667.469 6 1.1141 0.0260 1.1401 0.2982 0.0253 0.3236Total1.0007 1.4331 3.7456 0.0135 12.8837 25.9192 38.8028 0.0469 0.0286 48.48530.0000 0.0000 0.0000 0.0000Water 39.6360 0.0000 39.6360 2.3424 0.0000 98.19660.0000 0.0000 0.0000 0.0000Waste 0.0000 1,123.351 4 1,123.3514 0.0375 0.0000 1,124.289 5 1.1141 0.0105 1.1246 0.2982 9.8200e- 003 0.3081Mobile0.2793 1.2295 3.5726 0.0123 0.0000 393.6864 393.6864 0.0215 7.6200e- 003 396.49430.0155 0.0155 0.0155 0.0155Energy0.0224 0.2036 0.1711 1.2200e- 003 0.0000 3.7100e- 003 3.7100e- 003 1.0000e- 005 0.0000 3.9500e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Area 0.6990 2.0000e- 005 1.9100e- 003 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2ROGNOxCOSO2Fugitive PM10 Exhaust PM10 Trips and VMT Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37 Paving Rollers 2 8.00 80 0.38 Paving Paving Equipment 1 8.00 132 0.36 Paving Pavers 1 8.00 130 0.42 Paving Cement and Mortar Mixers 1 8.00 9 0.56 Architectural Coating Air Compressors 1 6.00 78 0.48 Building Construction Welders 3 8.00 46 0.45 Building Construction Tractors/Loaders/Backhoes 1 6.00 97 0.37 Building Construction Generator Sets 1 8.00 84 0.74 Building Construction Forklifts 2 7.00 89 0.20 Building Construction Cranes 1 8.00 231 0.29 Trenching Tractors/Loaders/Backhoes 1 7.00 97 0.37 Trenching Excavators 1 7.00 158 0.38 Grading Tractors/Loaders/Backhoes 2 7.00 97 0.37 Grading Rubber Tired Dozers 1 8.00 247 0.40 Grading Graders 1 8.00 187 0.41 Site Preparation Tractors/Loaders/Backhoes 1 7.00 97 0.37 Site Preparation Scrapers 1 8.00 367 0.48 Site Preparation Graders 1 8.00 187 0.41 Demolition Tractors/Loaders/Backhoes 3 8.00 97 0.37 Demolition Rubber Tired Dozers 1 8.00 247 0.40 Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73 OffRoad Equipment Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Acres of Paving: 0 Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 236,201; Non-Residential Outdoor: 78,734; Striped Parking Area: 0.0000 6.4248 6.4248 1.6400e- 003 0.0000 6.46570.0197 3.8600e- 003 0.0236 2.9800e- 003 3.6100e- 003 6.5900e- 003 Total 6.8900e- 003 0.0680 0.0447 7.0000e- 005 0.0000 6.4248 6.4248 1.6400e- 003 0.0000 6.46573.8600e- 003 3.8600e- 003 3.6100e- 003 3.6100e- 003 Off-Road 6.8900e- 003 0.0680 0.0447 7.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0197 0.0000 0.0197 2.9800e- 003 0.0000 2.9800e- 003 Fugitive Dust Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 3.2 Demolition - 2019 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 Use Cleaner Engines for Construction Equipment Use DPF for Construction Equipment Use Soil Stabilizer Replace Ground Cover Water Exposed Area Reduce Vehicle Speed on Unpaved Roads 1.00 1.00 LD_Mix HDT_Mix HHDT 3.1 Mitigation Measures Construction Paving 6 15.00 0.00 0.00 1.00 1.00 1.00 1.00 LD_Mix HDT_Mix HHDT 1.00 1.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 15.00 0.00 0.00 Building Construction 8 75.00 29.00 0.00 1.00 1.00 1.00 1.00 LD_Mix HDT_Mix HHDT 1.00 1.00 LD_Mix HDT_Mix HHDT Trenching 2 5.00 0.00 0.00 Grading 4 10.00 0.00 0.00 1.00 1.00 1.00 1.00 LD_Mix HDT_Mix HHDT 1.00 1.00 LD_Mix HDT_Mix HHDT Site Preparation 3 8.00 0.00 0.00 Demolition 5 13.00 0.00 182.00 1.00 Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vehicle Class Vendor Vehicle Class Hauling Vehicle Class Phase Name Offroad Equipment Count Worker Trip Number Vendor Trip Number Hauling Trip Number Total CO2 CH4 N2O CO2ePM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 6.4248 6.4248 1.6400e- 003 0.0000 6.46578.8600e- 003 3.2000e- 004 9.1800e- 003 6.7000e- 004 3.2000e- 004 9.9000e- 004 Total 1.6900e- 003 0.0363 0.0463 7.0000e- 005 0.0000 6.4248 6.4248 1.6400e- 003 0.0000 6.46573.2000e- 004 3.2000e- 004 3.2000e- 004 3.2000e- 004 Off-Road 1.6900e- 003 0.0363 0.0463 7.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008.8600e- 003 0.0000 8.8600e- 003 6.7000e- 004 0.0000 6.7000e- 004 Fugitive Dust Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 1.2116 1.2116 1.4000e- 004 0.0000 1.21511.1000e- 004 1.0000e- 005 1.2000e- 004 3.0000e- 005 1.0000e- 005 4.0000e- 005 Total 2.7000e- 004 9.7700e- 003 1.9200e- 003 1.0000e- 005 0.0000 0.0327 0.0327 0.0000 0.0000 0.03283.0000e- 005 0.0000 3.0000e- 005 1.0000e- 005 0.0000 1.0000e- 005 Worker 5.0000e- 005 2.0000e- 005 2.9000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 1.1789 1.1789 1.4000e- 004 0.0000 1.18248.0000e- 005 1.0000e- 005 9.0000e- 005 2.0000e- 005 1.0000e- 005 3.0000e- 005 Hauling 2.2000e- 004 9.7500e- 003 1.6300e- 003 1.0000e- 005 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.0168 0.0168 0.0000 0.0000 0.01681.0000e- 005 0.0000 2.0000e- 005 0.0000 0.0000 0.0000Worker2.0000e- 005 1.0000e- 005 1.5000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 5.5033 5.5033 1.7400e- 003 0.0000 5.54683.9800e- 003 2.1300e- 003 6.1100e- 003 4.3000e- 004 1.9600e- 003 2.3900e- 003 Total 4.3900e- 003 0.0539 0.0298 6.0000e- 005 0.0000 5.5033 5.5033 1.7400e- 003 0.0000 5.54682.1300e- 003 2.1300e- 003 1.9600e- 003 1.9600e- 003 Off-Road 4.3900e- 003 0.0539 0.0298 6.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00003.9800e- 003 0.0000 3.9800e- 003 4.3000e- 004 0.0000 4.3000e- 004 Fugitive Dust Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 3.3 Site Preparation - 2019 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 1.2116 1.2116 1.4000e- 004 0.0000 1.21511.1000e- 004 1.0000e- 005 1.2000e- 004 3.0000e- 005 1.0000e- 005 4.0000e- 005 Total 2.7000e- 004 9.7700e- 003 1.9200e- 003 1.0000e- 005 0.0000 0.0327 0.0327 0.0000 0.0000 0.03283.0000e- 005 0.0000 3.0000e- 005 1.0000e- 005 0.0000 1.0000e- 005 Worker 5.0000e- 005 2.0000e- 005 2.9000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 1.1789 1.1789 1.4000e- 004 0.0000 1.18248.0000e- 005 1.0000e- 005 9.0000e- 005 2.0000e- 005 1.0000e- 005 3.0000e- 005 Hauling 2.2000e- 004 9.7500e- 003 1.6300e- 003 1.0000e- 005 Category tons/yr MT/yr 3.4 Grading - 2019 Unmitigated Construction On-Site 0.0000 0.0168 0.0168 0.0000 0.0000 0.01681.0000e- 005 0.0000 2.0000e- 005 0.0000 0.0000 0.0000Total2.0000e- 005 1.0000e- 005 1.5000e- 004 0.0000 0.0000 0.0168 0.0168 0.0000 0.0000 0.01681.0000e- 005 0.0000 2.0000e- 005 0.0000 0.0000 0.0000Worker2.0000e- 005 1.0000e- 005 1.5000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 5.5033 5.5033 1.7400e- 003 0.0000 5.54681.7900e- 003 1.9000e- 004 1.9800e- 003 1.0000e- 004 1.9000e- 004 2.9000e- 004 Total 1.5000e- 003 0.0297 0.0341 6.0000e- 005 0.0000 5.5033 5.5033 1.7400e- 003 0.0000 5.54681.9000e- 004 1.9000e- 004 1.9000e- 004 1.9000e- 004 Off-Road 1.5000e- 003 0.0297 0.0341 6.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00001.7900e- 003 0.0000 1.7900e- 003 1.0000e- 004 0.0000 1.0000e- 004 Fugitive Dust Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.0168 0.0168 0.0000 0.0000 0.01681.0000e- 005 0.0000 2.0000e- 005 0.0000 0.0000 0.0000Total2.0000e- 005 1.0000e- 005 1.5000e- 004 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.0461 0.0461 0.0000 0.0000 0.04624.0000e- 005 0.0000 4.0000e- 005 1.0000e- 005 0.0000 1.0000e- 005 Total 7.0000e- 005 3.0000e- 005 4.1000e- 004 0.0000 0.0000 0.0461 0.0461 0.0000 0.0000 0.04624.0000e- 005 0.0000 4.0000e- 005 1.0000e- 005 0.0000 1.0000e- 005 Worker 7.0000e- 005 3.0000e- 005 4.1000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 10.1849 10.1849 3.2200e- 003 0.0000 10.26540.0360 5.9000e- 003 0.0419 0.0185 5.4300e- 003 0.0240Total0.0112 0.1251 0.0558 1.1000e- 004 0.0000 10.1849 10.1849 3.2200e- 003 0.0000 10.26545.9000e- 003 5.9000e- 003 5.4300e- 003 5.4300e- 003 Off-Road 0.0112 0.1251 0.0558 1.1000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0360 0.0000 0.0360 0.0185 0.0000 0.0185Fugitive Dust Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2ROGNOxCOSO2Fugitive PM10 Exhaust PM10 0.0000 3.5742 3.5742 1.1300e- 003 0.0000 3.60241.3700e- 003 1.3700e- 003 1.2600e- 003 1.2600e- 003 Total 2.3800e- 003 0.0242 0.0268 4.0000e- 005 0.0000 3.5742 3.5742 1.1300e- 003 0.0000 3.60241.3700e- 003 1.3700e- 003 1.2600e- 003 1.2600e- 003 Off-Road 2.3800e- 003 0.0242 0.0268 4.0000e- 005 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 3.5 Trenching - 2019 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.0461 0.0461 0.0000 0.0000 0.04624.0000e- 005 0.0000 4.0000e- 005 1.0000e- 005 0.0000 1.0000e- 005 Total 7.0000e- 005 3.0000e- 005 4.1000e- 004 0.0000 0.0000 0.0461 0.0461 0.0000 0.0000 0.04624.0000e- 005 0.0000 4.0000e- 005 1.0000e- 005 0.0000 1.0000e- 005 Worker 7.0000e- 005 3.0000e- 005 4.1000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 10.1849 10.1849 3.2200e- 003 0.0000 10.26540.0162 4.0000e- 004 0.0166 4.1700e- 003 4.0000e- 004 4.5700e- 003 Total 2.7700e- 003 0.0562 0.0668 1.1000e- 004 0.0000 10.1849 10.1849 3.2200e- 003 0.0000 10.26544.0000e- 004 4.0000e- 004 4.0000e- 004 4.0000e- 004 Off-Road 2.7700e- 003 0.0562 0.0668 1.1000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0162 0.0000 0.0162 4.1700e- 003 0.0000 4.1700e- 003 Fugitive Dust Total CO2 CH4 N2O CO2ePM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 3.5742 3.5742 1.1300e- 003 0.0000 3.60241.7000e- 004 1.7000e- 004 1.7000e- 004 1.7000e- 004 Total 9.8000e- 004 0.0202 0.0301 4.0000e- 005 0.0000 3.5742 3.5742 1.1300e- 003 0.0000 3.60241.7000e- 004 1.7000e- 004 1.7000e- 004 1.7000e- 004 Off-Road 9.8000e- 004 0.0202 0.0301 4.0000e- 005 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.0231 0.0231 0.0000 0.0000 0.02312.0000e- 005 0.0000 2.0000e- 005 1.0000e- 005 0.0000 1.0000e- 005 Total 3.0000e- 005 2.0000e- 005 2.0000e- 004 0.0000 0.0000 0.0231 0.0231 0.0000 0.0000 0.02312.0000e- 005 0.0000 2.0000e- 005 1.0000e- 005 0.0000 1.0000e- 005 Worker 3.0000e- 005 2.0000e- 005 2.0000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 3.8376 3.8376 1.9000e- 004 0.0000 3.84233.4000e- 003 5.0000e- 005 3.4500e- 003 9.1000e- 004 4.0000e- 005 9.5000e- 004 Worker 5.6100e- 003 2.6600e- 003 0.0338 4.0000e- 005 0.0000 14.1871 14.1871 1.5200e- 003 0.0000 14.22531.6300e- 003 3.0000e- 004 1.9400e- 003 4.8000e- 004 2.9000e- 004 7.7000e- 004 Vendor 3.8500e- 003 0.1245 0.0359 1.5000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 127.9501 127.9501 0.0266 0.0000 128.61560.0665 0.0665 0.0637 0.0637Total0.1560 1.1535 0.9305 1.5300e- 003 0.0000 127.9501 127.9501 0.0266 0.0000 128.61560.0665 0.0665 0.0637 0.0637Off-Road 0.1560 1.1535 0.9305 1.5300e- 003 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 3.6 Building Construction - 2019 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.0231 0.0231 0.0000 0.0000 0.02312.0000e- 005 0.0000 2.0000e- 005 1.0000e- 005 0.0000 1.0000e- 005 Total 3.0000e- 005 2.0000e- 005 2.0000e- 004 0.0000 0.0000 0.0231 0.0231 0.0000 0.0000 0.02312.0000e- 005 0.0000 2.0000e- 005 1.0000e- 005 0.0000 1.0000e- 005 Worker 3.0000e- 005 2.0000e- 005 2.0000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Category tons/yr MT/yr 3.6 Building Construction - 2020 Unmitigated Construction On-Site 0.0000 18.0248 18.0248 1.7100e- 003 0.0000 18.06755.0300e- 003 3.5000e- 004 5.3900e- 003 1.3900e- 003 3.3000e- 004 1.7200e- 003 Total 9.4600e- 003 0.1272 0.0697 1.9000e- 004 0.0000 3.8376 3.8376 1.9000e- 004 0.0000 3.84233.4000e- 003 5.0000e- 005 3.4500e- 003 9.1000e- 004 4.0000e- 005 9.5000e- 004 Worker 5.6100e- 003 2.6600e- 003 0.0338 4.0000e- 005 0.0000 14.1871 14.1871 1.5200e- 003 0.0000 14.22531.6300e- 003 3.0000e- 004 1.9400e- 003 4.8000e- 004 2.9000e- 004 7.7000e- 004 Vendor 3.8500e- 003 0.1245 0.0359 1.5000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 127.9500 127.9500 0.0266 0.0000 128.61547.4800e- 003 7.4800e- 003 7.4800e- 003 7.4800e- 003 Total 0.0436 0.8310 0.9399 1.5300e- 003 0.0000 127.9500 127.9500 0.0266 0.0000 128.61547.4800e- 003 7.4800e- 003 7.4800e- 003 7.4800e- 003 Off-Road 0.0436 0.8310 0.9399 1.5300e- 003 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 18.0248 18.0248 1.7100e- 003 0.0000 18.06755.0300e- 003 3.5000e- 004 5.3900e- 003 1.3900e- 003 3.3000e- 004 1.7200e- 003 Total 9.4600e- 003 0.1272 0.0697 1.9000e- 004 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 1.6159 1.6159 1.3000e- 004 0.0000 1.61944.6000e- 004 2.0000e- 005 4.7000e- 004 1.2000e- 004 2.0000e- 005 1.5000e- 004 Total 7.6000e- 004 0.0109 5.6600e- 003 1.0000e- 005 0.0000 0.3355 0.3355 1.0000e- 005 0.0000 0.33583.1000e- 004 0.0000 3.1000e- 004 8.0000e- 005 0.0000 9.0000e- 005 Worker 4.6000e- 004 2.1000e- 004 2.7000e- 003 0.0000 0.0000 1.2804 1.2804 1.2000e- 004 0.0000 1.28361.5000e- 004 2.0000e- 005 1.6000e- 004 4.0000e- 005 2.0000e- 005 6.0000e- 005 Vendor 3.0000e- 004 0.0107 2.9600e- 003 1.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 11.4204 11.4204 2.3200e- 003 0.0000 11.47845.2200e- 003 5.2200e- 003 5.0000e- 003 5.0000e- 003 Total 0.0126 0.0959 0.0819 1.4000e- 004 0.0000 11.4204 11.4204 2.3200e- 003 0.0000 11.47845.2200e- 003 5.2200e- 003 5.0000e- 003 5.0000e- 003 Off-Road 0.0126 0.0959 0.0819 1.4000e- 004 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2ROGNOxCOSO2Fugitive PM10 Exhaust PM10 0.0000 5.4895 5.4895 4.3000e- 004 0.0000 5.50012.3900e- 003 2.3900e- 003 2.3900e- 003 2.3900e- 003 Total 0.8305 0.0362 0.0394 6.0000e- 005 0.0000 5.4895 5.4895 4.3000e- 004 0.0000 5.50012.3900e- 003 2.3900e- 003 2.3900e- 003 2.3900e- 003 Off-Road 5.2100e- 003 0.0362 0.0394 6.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Archit. Coating 0.8253 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 3.7 Architectural Coating - 2020 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 1.6159 1.6159 1.3000e- 004 0.0000 1.61944.6000e- 004 2.0000e- 005 4.7000e- 004 1.2000e- 004 2.0000e- 005 1.5000e- 004 Total 7.6000e- 004 0.0109 5.6600e- 003 1.0000e- 005 0.0000 0.3355 0.3355 1.0000e- 005 0.0000 0.33583.1000e- 004 0.0000 3.1000e- 004 8.0000e- 005 0.0000 9.0000e- 005 Worker 4.6000e- 004 2.1000e- 004 2.7000e- 003 0.0000 0.0000 1.2804 1.2804 1.2000e- 004 0.0000 1.28361.5000e- 004 2.0000e- 005 1.6000e- 004 4.0000e- 005 2.0000e- 005 6.0000e- 005 Vendor 3.0000e- 004 0.0107 2.9600e- 003 1.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 11.4204 11.4204 2.3200e- 003 0.0000 11.47846.7000e- 004 6.7000e- 004 6.7000e- 004 6.7000e- 004 Total 3.9300e- 003 0.0749 0.0847 1.4000e- 004 0.0000 11.4204 11.4204 2.3200e- 003 0.0000 11.47846.7000e- 004 6.7000e- 004 6.7000e- 004 6.7000e- 004 Off-Road 3.9300e- 003 0.0749 0.0847 1.4000e- 004 Total CO2 CH4 N2O CO2ePM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 5.4895 5.4895 4.3000e- 004 0.0000 5.50013.1000e- 004 3.1000e- 004 3.1000e- 004 3.1000e- 004 Total 0.8266 0.0292 0.0394 6.0000e- 005 0.0000 5.4895 5.4895 4.3000e- 004 0.0000 5.50013.1000e- 004 3.1000e- 004 3.1000e- 004 3.1000e- 004 Off-Road 1.2800e- 003 0.0292 0.0394 6.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Archit. Coating 0.8253 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.2623 0.2623 1.0000e- 005 0.0000 0.26252.4000e- 004 0.0000 2.4000e- 004 6.0000e- 005 0.0000 7.0000e- 005 Total 3.6000e- 004 1.6000e- 004 2.1100e- 003 0.0000 0.0000 0.2623 0.2623 1.0000e- 005 0.0000 0.26252.4000e- 004 0.0000 2.4000e- 004 6.0000e- 005 0.0000 7.0000e- 005 Worker 3.6000e- 004 1.6000e- 004 2.1100e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.0671 0.0671 0.0000 0.0000 0.06726.0000e- 005 0.0000 6.0000e- 005 2.0000e- 005 0.0000 2.0000e- 005 Worker 9.0000e- 005 4.0000e- 005 5.4000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 8.5282 8.5282 2.7000e- 003 0.0000 8.59573.6100e- 003 3.6100e- 003 3.3300e- 003 3.3300e- 003 Total 6.3500e- 003 0.0637 0.0649 1.0000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Paving0.0000 0.0000 8.5282 8.5282 2.7000e- 003 0.0000 8.59573.6100e- 003 3.6100e- 003 3.3300e- 003 3.3300e- 003 Off-Road 6.3500e- 003 0.0637 0.0649 1.0000e- 004 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 3.8 Paving - 2020 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.2623 0.2623 1.0000e- 005 0.0000 0.26252.4000e- 004 0.0000 2.4000e- 004 6.0000e- 005 0.0000 7.0000e- 005 Total 3.6000e- 004 1.6000e- 004 2.1100e- 003 0.0000 0.0000 0.2623 0.2623 1.0000e- 005 0.0000 0.26252.4000e- 004 0.0000 2.4000e- 004 6.0000e- 005 0.0000 7.0000e- 005 Worker 3.6000e- 004 1.6000e- 004 2.1100e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Category tons/yr MT/yr 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile 0.0000 0.0671 0.0671 0.0000 0.0000 0.06726.0000e- 005 0.0000 6.0000e- 005 2.0000e- 005 0.0000 2.0000e- 005 Total 9.0000e- 005 4.0000e- 005 5.4000e- 004 0.0000 0.0000 0.0671 0.0671 0.0000 0.0000 0.06726.0000e- 005 0.0000 6.0000e- 005 2.0000e- 005 0.0000 2.0000e- 005 Worker 9.0000e- 005 4.0000e- 005 5.4000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 8.5282 8.5282 2.7000e- 003 0.0000 8.59574.4000e- 004 4.4000e- 004 4.4000e- 004 4.4000e- 004 Total 2.3100e- 003 0.0487 0.0714 1.0000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Paving0.0000 0.0000 8.5282 8.5282 2.7000e- 003 0.0000 8.59574.4000e- 004 4.4000e- 004 4.4000e- 004 4.4000e- 004 Off-Road 2.3100e- 003 0.0487 0.0714 1.0000e- 004 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.0671 0.0671 0.0000 0.0000 0.06726.0000e- 005 0.0000 6.0000e- 005 2.0000e- 005 0.0000 2.0000e- 005 Total 9.0000e- 005 4.0000e- 005 5.4000e- 004 0.0000 0.000623 0.000761 5.0 Energy Detail 0.004991 0.012447 0.020659 0.002115 0.001554 0.005334Parking Lot 0.607897 0.037434 0.184004 0.107261 0.014919 0.020659 0.002115 0.001554 0.005334 0.000623 0.000761 SBUS MH General Light Industry 0.607897 0.037434 0.184004 0.107261 0.014919 0.004991 0.012447 LHD2 MHD HHD OBUS UBUS MCYLand Use LDA LDT1 LDT2 MDV LHD1 0.00 0.00 0 0 0 4.4 Fleet Mix 28.00 13.00 92 5 3 Parking Lot 9.50 7.30 7.30 0.00 H-S or C-C H-O or C-NW Primary Diverted Pass-by General Light Industry 9.50 7.30 7.30 59.00 4.3 Trip Type Information Miles Trip %Trip Purpose % Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C- W Total 1,358.97 256.68 132.27 2,996,161 2,996,161 Parking Lot 0.00 0.00 0.00 Annual VMT General Light Industry 1,358.97 256.68 132.27 2,996,161 2,996,161 4.2 Trip Summary Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT 0.0000 1,123.351 4 1,123.3514 0.0375 0.0000 1,124.289 5 1.1141 0.0105 1.1246 0.2982 9.8200e- 003 0.3081Unmitigated0.2793 1.2295 3.5726 0.0123 0.0000 1,123.351 4 1,123.3514 0.0375 0.0000 1,124.289 5 1.1141 0.0105 1.1246 0.2982 9.8200e- 003 0.3081Mitigated0.2793 1.2295 3.5726 0.0123 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROGNOxCOSO2Fugitive PM10 222.9895 Mitigated 0.0155 0.0000 221.6722 221.6722 4.2500e- 003 4.0600e- 003 1.2200e- 003 0.0155 0.0155 0.0155 0.0000 0.0000 0.0000 0.0000 Total 0.0224 0.2036 0.1711 0.0000 0.0000 0.0000 0.0000 0.0000 222.9895 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0155 0.0000 221.6722 221.6722 4.2500e- 003 4.0600e- 003 1.2200e- 003 0.0155 0.0155 0.0155General Light Industry 4.15398e+ 006 0.0224 0.2036 0.1711 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr tons/yr MT/yr Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 5.2 Energy by Land Use - NaturalGas Unmitigated NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 0.0000 221.6722 221.6722 4.2500e- 003 4.0600e- 003 222.98950.0155 0.0155 0.0155 0.0155NaturalGas Unmitigated 0.0224 0.2036 0.1711 1.2200e- 003 0.0000 221.6722 221.6722 4.2500e- 003 4.0600e- 003 222.98950.0155 0.0155 0.0155 0.0155NaturalGas Mitigated 0.0224 0.2036 0.1711 1.2200e- 003 0.0000 172.0142 172.0142 0.0172 3.5600e- 003 173.50480.0000 0.0000 0.0000 0.0000Electricity Unmitigated 0.0000 172.0142 172.0142 0.0172 3.5600e- 003 173.50480.0000 0.0000 0.0000 0.0000 CO2e Category tons/yr MT/yr Electricity Mitigated PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2OSO2Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 Historical Energy Use: N 5.1 Mitigation Measures Energy ROG NOx CO 172.5761 Land Use kWh/yr t o n MT/yr General Light Industry 1.30068e+ 006 171.0934 0.0171 3.5400e- 003 173.5048 Mitigated Electricity Use Total CO2 CH4 N2O CO2e Total 172.0142 0.0172 3.5600e- 003 172.5761 Parking Lot 7000 0.9208 9.0000e- 005 2.0000e- 005 0.9288 Land Use kWh/yr t o n MT/yr General Light Industry 1.30068e+ 006 171.0934 0.0171 3.5400e- 003 222.9895 5.3 Energy by Land Use - Electricity Unmitigated Electricity Use Total CO2 CH4 N2O CO2e 0.0155 0.0000 221.6722 221.6722 4.2500e- 003 4.0600e- 003 1.2200e- 003 0.0155 0.0155 0.0155 0.0000 0.0000 0.0000 0.0000 Total 0.0224 0.2036 0.1711 0.0000 0.0000 0.0000 0.0000 0.0000 222.9895 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0155 0.0000 221.6722 221.6722 4.2500e- 003 4.0600e- 003 1.2200e- 003 0.0155 0.0155 0.0155 Land Use kBTU/yr tons/yr MT/yr General Light Industry 4.15398e+ 006 0.0224 0.2036 0.1711 Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2eFugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total NaturalGa s Use ROG NOx CO SO2 0.0000 3.7100e- 003 3.7100e- 003 1.0000e- 005 0.0000 3.9500e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Landscaping 1.8000e- 004 2.0000e- 005 1.9100e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Consumer Products 0.6163 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Architectural Coating 0.0825 Total CO2 CH4 N2O CO2e SubCategory tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 6.2 Area by SubCategory Unmitigated ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 3.7100e- 003 3.7100e- 003 1.0000e- 005 0.0000 3.9500e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Unmitigated 0.6990 2.0000e- 005 1.9100e- 003 0.0000 0.0000 3.7100e- 003 3.7100e- 003 1.0000e- 005 0.0000 3.9500e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Mitigated 0.6990 2.0000e- 005 1.9100e- 003 0.0000 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 173.5048 6.0 Area Detail 6.1 Mitigation Measures Area ROG NOx CO SO2 Fugitive PM10 Total 172.0142 0.0172 3.5600e- 003 Parking Lot 7000 0.9208 9.0000e- 005 2.0000e- 005 0.9288 Unmitigated 38.8028 0.0469 0.0286 48.4853 Category t o n MT/yr Mitigated 38.8028 0.0469 0.0286 48.4853 7.0 Water Detail 7.1 Mitigation Measures Water Total CO2 CH4 N2O CO2e 0.0000 3.7100e- 003 3.7100e- 003 1.0000e- 005 0.0000 3.9500e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Total 0.6990 2.0000e- 005 1.9100e- 003 0.0000 0.0000 3.7100e- 003 3.7100e- 003 1.0000e- 005 0.0000 3.9500e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Landscaping 1.8000e- 004 2.0000e- 005 1.9100e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Consumer Products 0.6163 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Architectural Coating 0.0825 Total CO2 CH4 N2O CO2e SubCategory tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 3.7100e- 003 3.7100e- 003 1.0000e- 005 0.0000 3.9500e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Total 0.6990 2.0000e- 005 1.9100e- 003 0.0000 48.4853 8.0 Waste Detail 8.1 Mitigation Measures Waste Category/Year Total 38.8028 0.0469 0.0286 48.4853 Parking Lot 0 / 0 0.0000 0.0000 0.0000 0.0000 Land Use Mgal t o n MT/yr General Light Industry 36.4149 / 0 38.8028 0.0469 0.0286 48.4853 Mitigated Indoor/Out door Use Total CO2 CH4 N2O CO2e Total 38.8028 0.0469 0.0286 48.4853 Parking Lot 0 / 0 0.0000 0.0000 0.0000 0.0000 Land Use Mgal t o n MT/yr General Light Industry 36.4149 / 0 38.8028 0.0469 0.0286 7.2 Water by Land Use Unmitigated Indoor/Out door Use Total CO2 CH4 N2O CO2e 98.1966 Land Use tons t o n MT/yr General Light Industry 195.26 39.6360 2.3424 0.0000 98.1966 Mitigated Waste Disposed Total CO2 CH4 N2O CO2e Total 39.6360 2.3424 0.0000 98.1966 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 Land Use tons t o n MT/yr General Light Industry 195.26 39.6360 2.3424 0.0000 8.2 Waste by Land Use Unmitigated Waste Disposed Total CO2 CH4 N2O CO2e Unmitigated 39.6360 2.3424 0.0000 98.1966 t o n MT/yr Mitigated 39.6360 2.3424 0.0000 98.1966 Total CO2 CH4 N2O CO2e User Defined Equipment Equipment Type Number 11.0 Vegetation Load Factor Fuel Type Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type Horse Power Load Factor Fuel Type 10.0 Stationary Equipment Fire Pumps and Emergency Generators Equipment Type Number Hours/Day Hours/Year Horse Power 98.1966 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Total 39.6360 2.3424 0.0000 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 Attachment 3: Construction Health Risk Calculations Trojan Storage Facility, Campbell, CA DPM Emissions and Modeling Emission Rates DPM Modeled Emission Construction DPM Area DPM Emissions Area Rate Year Activity (ton/year)Source (lb/yr) (lb/hr)(g/s)(m2)(g/s/m2) 2019-2020 Construction 0.0913 CON_DPM 182.6 0.06253 7.88E-03 7,848 1.00E-06 Construction Hours hr/day =8 (8am - 4pm) days/yr = 365 hours/year = 2920 PM2.5 Fugitive Dust Emissions for Modeling PM2.5 Modeled Emission Construction Area PM2.5 Emissions Area Rate Year Activity Source (ton/year)(lb/yr) (lb/hr)(g/s)(m2)g/s/m2 2019-2020 Construction CON_FUG 0.02361 47.2 0.01617 2.04E-03 7,848 2.60E-07 Construction Hours hr/day =8 (8am - 4pm) days/yr = 365 hours/year = 2920 DPM Construction Emissions and Modeling Emission Rates - With Mitigation DPM Modeled Emission Construction DPM Area DPM Emissions Area Rate Year Activity (ton/year)Source (lb/yr) (lb/hr)(g/s)(m2)(g/s/m2) 2019-2020 Construction 0.010370 CON_DPM 20.7 0.00710 8.95E-04 7,848 1.14E-07 Construction Hours hr/day =8 (8am - 4pm) days/yr = 365 hours/year = 2920 PM2.5 Fugitive Dust Construction Emissions for Modeling - With Mitigation PM2.5 Modeled Emission Construction Area PM2.5 Emissions Area Rate Year Activity Source (ton/year)(lb/yr) (lb/hr)(g/s)(m2)g/s/m2 2019-2020 Construction CON_FUG 0.00658 13.2 0.00451 5.68E-04 7,848 7.24E-08 Construction Hours hr/day =8 (8am - 4pm) days/yr = 365 hours/year = 2920 Trojan Storage Facility, Campbell, CA - Construction Health Impact Summary Maximum Impacts at MEI Location - Unmitigated Maximum Concentrations Maximum Exhaust Fugitive Cancer Risk Hazard Annual PM2.5 Emissions PM10/DPM PM2.5 (per million)Index Concentration Year (μg/m3)(μg/m3)Infant/Child Adult (-)(μg/m3) 2019-2020 0.4010 0.2176 65.9 1.2 0.080 0.62 Maximum Impacts at MEI Location - With Mitigation Maximum Concentrations Maximum Exhaust Fugitive Cancer Risk Hazard Annual PM2.5 Emissions PM10/DPM PM2.5 (per million)Index Concentration Year (μg/m3)(μg/m3)Infant/Child Adult (-)(μg/m3) 2019-2020 0.0457 0.0605 7.5 0.1 0.009 0.11 Trojan Storage Facility, Campbell, CA - Construction Impacts - Without Mitigation Maximum DPM Cancer Risk and PM2.5 Calculations From Construction Impacts at Off-Site MEI Location - 1.5 meter receptor height Cancer Risk (per million) = CPF x Inhalation Dose x ASF x ED/AT x FAH x 1.0E6 Where: CPF = Cancer potency factor (mg/kg-day)-1 ASF = Age sensitivity factor for specified age groupED = Exposure duration (years) AT = Averaging time for lifetime cancer risk (years) FAH = Fraction of time spent at home (unitless) Inhalation Dose = Cair x DBR x A x (EF/365) x 10-6 Where: Cair = concentration in air (μg/m3) DBR = daily breathing rate (L/kg body weight-day) A = Inhalation absorption factor EF = Exposure frequency (days/year) 10-6 = Conversion factor Values Infant/Child Adult Age -->3rd Trimester 0 - 2 2 - 9 2 - 16 16 - 30 Parameter ASF = 10 10 3 3 1 CPF =1.10E+00 1.10E+00 1.10E+00 1.10E+00 1.10E+00 DBR* =361 1090 631 572 261 A =1 1 1 1 1EF =350 350 350 350 350 AT =70 70 70 70 70 FAH =1.00 1.00 1.00 1.00 0.73 * 95th percentile breathing rates for infants and 80th percentile for children and adults Construction Cancer Risk by Year - Maximum Impact Receptor Location Infant/Child - Exposure Information Infant/Child Adult - Exposure Information Adult Exposure Age Cancer Modeled Age Cancer MaximumExposure Duration DPM Conc (ug/m3)Sensitivity Risk DPM Conc (ug/m3)Sensitivity Risk Fugitive Total Year (years)Age Year Annual Factor (per million)Year Annual Factor (per million)PM2.5 PM2.5 0 0.25 -0.25 - 0*--10 --- -- 1 1 0 - 1 2019-2020 0.4010 10 65.86 2019-2020 0.4010 1 1.15 0.2176 0.6186 2 1 1 - 2 10 0.00 1 0.003 1 2 - 3 3 0.00 1 0.00 4 1 3 - 4 3 0.00 1 0.00 5 1 4 - 5 3 0.00 1 0.00 6 1 5 - 6 3 0.00 1 0.007 1 6 - 7 3 0.00 1 0.00 8 1 7 - 8 3 0.00 1 0.00 9 1 8 - 9 3 0.00 1 0.00 10 1 9 - 10 3 0.00 1 0.0011110 - 11 3 0.00 1 0.00 12 1 11 - 12 3 0.00 1 0.00 13 1 12 - 13 3 0.00 1 0.00 14 1 13 - 14 3 0.00 1 0.00 15 1 14 - 15 3 0.00 1 0.0016115 - 16 3 0.00 1 0.00 17 1 16-17 1 0.00 1 0.00 18 1 17-18 1 0.00 1 0.00 19 1 18-19 1 0.00 1 0.0020119-20 1 0.00 1 0.00 21 1 20-21 1 0.00 1 0.00 22 1 21-22 1 0.00 1 0.00 23 1 22-23 1 0.00 1 0.0024123-24 1 0.00 1 0.00 25 1 24-25 1 0.00 1 0.00 26 1 25-26 1 0.00 1 0.00 27 1 26-27 1 0.00 1 0.00 28 1 27-28 1 0.00 1 0.00 29 1 28-29 1 0.00 1 0.00 30 1 29-30 1 0.00 1 0.00 Total Increased Cancer Risk 65.9 1.15 * Third trimester of pregnancy Trojan Storage Facility, Campbell, CA- Construction Impacts - With Mitigation Maximum DPM Cancer Risk and PM2.5 Calculations From Construction Impacts at Off-Site MEI Location - 1.5 meter receptor height Cancer Risk (per million) = CPF x Inhalation Dose x ASF x ED/AT x FAH x 1.0E6 Where: CPF = Cancer potency factor (mg/kg-day)-1 ASF = Age sensitivity factor for specified age group ED = Exposure duration (years) AT = Averaging time for lifetime cancer risk (years) FAH = Fraction of time spent at home (unitless) Inhalation Dose = Cair x DBR x A x (EF/365) x 10-6 Where: Cair = concentration in air (μg/m3) DBR = daily breathing rate (L/kg body weight-day)A = Inhalation absorption factor EF = Exposure frequency (days/year) 10-6 = Conversion factor Values Infant/Child Adult Age -->3rd Trimester 0 - 2 2 - 9 2 - 16 16 - 30 Parameter ASF = 10 10 3 3 1 CPF =1.10E+00 1.10E+00 1.10E+00 1.10E+00 1.10E+00 DBR* =361 1090 631 572 261 A =1 1 1 1 1 EF =350 350 350 350 350 AT =70 70 70 70 70 FAH =1.00 1.00 1.00 1.00 0.73 * 95th percentile breathing rates for infants and 80th percentile for children and adults Construction Cancer Risk by Year - Maximum Impact Receptor Location Infant/Child - Exposure InformationInfant/Child Adult - Exposure Information Adult Exposure Age Cancer Modeled Age Cancer MaximumExposure Duration DPM Conc (ug/m3)Sensitivity Risk DPM Conc (ug/m3)Sensitivity Risk Fugitive Total Year (years)Age Year Annual Factor (per million)Year Annual Factor (per million)PM2.5 PM2.5 0 0.25 -0.25 - 0*- -10 -- - -- 1 1 0 - 1 2019-2020 0.0457 10 7.51 2019-2020 0.0457 1 0.13 0.0605 0.1062 2 1 1 - 2 10 0.00 1 0.00 3 1 2 - 3 3 0.00 1 0.00 4 1 3 - 4 3 0.00 1 0.00 5 1 4 - 5 3 0.00 1 0.00 6 1 5 - 6 3 0.00 1 0.00 7 1 6 - 7 3 0.00 1 0.00 8 1 7 - 8 3 0.00 1 0.00 9 1 8 - 9 3 0.00 1 0.00 10 1 9 - 10 3 0.00 1 0.00 11 1 10 - 11 3 0.00 1 0.00 12 1 11 - 12 3 0.00 1 0.00 13 1 12 - 13 3 0.00 1 0.00 14 1 13 - 14 3 0.00 1 0.00 15 1 14 - 15 3 0.00 1 0.00 16 1 15 - 16 3 0.00 1 0.00 17 1 16-17 1 0.00 1 0.00 18 1 17-18 1 0.00 1 0.00 19 1 18-19 1 0.00 1 0.00 20 1 19-20 1 0.00 1 0.00 21 1 20-21 1 0.00 1 0.00 22 1 21-22 1 0.00 1 0.00 23 1 22-23 1 0.00 1 0.00 24 1 23-24 1 0.00 1 0.00 25 1 24-25 1 0.00 1 0.00 26 1 25-26 1 0.00 1 0.00 27 1 26-27 1 0.00 1 0.00 28 1 27-28 1 0.00 1 0.00 29 1 28-29 1 0.00 1 0.00 30 1 29-30 1 0.00 1 0.00 Total Increased Cancer Risk 7.5 0.13 * Third trimester of pregnancy Trojan Storage Facility, Campbell, CA - Construction Impacts - Without Mitigation Maximum DPM Cancer Risk and PM2.5 Calculations From Construction Impacts at Off-Site MEI Location - 4.5 meter receptor height Cancer Risk (per million) = CPF x Inhalation Dose x ASF x ED/AT x FAH x 1.0E6 Where: CPF = Cancer potency factor (mg/kg-day)-1 ASF = Age sensitivity factor for specified age group ED = Exposure duration (years) AT = Averaging time for lifetime cancer risk (years) FAH = Fraction of time spent at home (unitless) Inhalation Dose = Cair x DBR x A x (EF/365) x 10-6 Where: Cair = concentration in air (μg/m3) DBR = daily breathing rate (L/kg body weight-day) A = Inhalation absorption factor EF = Exposure frequency (days/year) 10-6 = Conversion factor Values Infant/Child Adult Age -->3rd Trimester 0 - 2 2 - 9 2 - 16 16 - 30 Parameter ASF = 10 10 3 3 1 CPF =1.10E+00 1.10E+00 1.10E+00 1.10E+00 1.10E+00 DBR* =361 1090 631 572 261 A =1 1 1 1 1 EF =350 350 350 350 350 AT =70 70 70 70 70 FAH =1.00 1.00 1.00 1.00 0.73 * 95th percentile breathing rates for infants and 80th percentile for children and adults Construction Cancer Risk by Year - Maximum Impact Receptor Location Infant/Child - Exposure Information Infant/Child Adult - Exposure Information Adult Exposure Age Cancer Modeled Age Cancer Maximum Exposure Duration DPM Conc (ug/m3)Sensitivity Risk DPM Conc (ug/m3)Sensitivity Risk Fugitive Total Year (years)Age Year Annual Factor (per million)Year Annual Factor (per million)PM2.5 PM2.5 0 0.25 -0.25 - 0*- -10 -- - -- 1 1 0 - 1 2019 0.0148 10 2.44 2019 0.0148 1 0.04 0.0040 0.01882 1 1 - 2 2020 10 0.00 2020 1 0.003 1 2 - 3 2021 3 0.00 2021 1 0.004 1 3 - 4 2022 3 0.00 2022 1 0.00 5 1 4 - 5 2023 3 0.00 2023 1 0.00 6 1 5 - 6 2024 3 0.00 2024 1 0.00 7 1 6 - 7 2025 3 0.00 2025 1 0.00 8 1 7 - 8 2026 3 0.00 2026 1 0.00 9 1 8 - 9 2027 3 0.00 2027 1 0.00 10 1 9 - 10 2028 3 0.00 2028 1 0.00 11 1 10 - 11 2029 3 0.00 2029 1 0.00 12 1 11 - 12 2030 3 0.00 2030 1 0.00 13 1 12 - 13 2031 3 0.00 2031 1 0.00 14 1 13 - 14 2032 3 0.00 2032 1 0.00 15 1 14 - 15 2033 3 0.00 2033 1 0.00 16 1 15 - 16 2034 3 0.00 2034 1 0.00 17 1 16-17 2035 1 0.00 2035 1 0.00 18 1 17-18 2036 1 0.00 2036 1 0.00 19 1 18-19 2037 1 0.00 2037 1 0.00 20 1 19-20 2038 1 0.00 2038 1 0.0021120-21 2039 1 0.00 2039 1 0.0022121-22 2040 1 0.00 2040 1 0.0023122-23 2041 1 0.00 2041 1 0.00 24 1 23-24 2042 1 0.00 2042 1 0.00 25 1 24-25 2043 1 0.00 2043 1 0.00 26 1 25-26 2044 1 0.00 2044 1 0.00 27 1 26-27 2045 1 0.00 2045 1 0.00 28 1 27-28 2046 1 0.00 2046 1 0.00 29 1 28-29 2047 1 0.00 2047 1 0.00 30 1 29-30 2048 1 0.00 2048 1 0.00 Total Increased Cancer Risk 2.4 0.04 * Third trimester of pregnancy Attachment 4: Screening Community Risk Calculations Date of Request 11/20/2018 Contact Name Mimi McNamara Affiliation Illingworth & Rodkin, Inc. Phone 707-794-040 X111 Email mmcnamara@illingworthrodkin.com Project Name Trojan Storage Campbell Address 680 & 700 East McGlincy Lane City Campbell County Santa Clara Type (residential, commercial, mixed use, industrial, etc.)Light industrial: Storage unitsProject Size (# of units or building square feet)157,467-sf Distance from Receptor (feet) or MEI1 Facility Name Address Plant No. Cancer Risk2 Hazard Risk2 PM2.52 Source No.3 Type of Source4 Fuel Code5 Status/Comments TBD The Ultimate Kitchen Finish Inc 520 E McGlincy Ln, #14 19055 0.0012 S1 Spray Booth TBD West Valley Construction Company, Inc 580 E McGlincy Ln 107158 0.1936755 0.0010 S1 Gas Dispensing Facility Use GDF multiplierTBDAll Perfect Finish 555 E McGlincy Ln, #C 19607 0.0001 S1 Spray Booth TBD Modern Bench Operations Collision 665 McGlincey Lane 9557 S2 Coating Operation Emissions data attached Footnotes: 1. Maximally exposed individual c. BAAQMD Reg 11 Rule 16 required that all co-residential (sharing a wall, floor, ceiling or is in the same building as a residential unit) dry cleaners cease use of perc on July 1, 2010. Date last updated: g. This spray booth is considered to be insignificant. 4. Permitted sources include diesel back-up generators, gas stations, dry cleaners, boilers, printers, auto spray booths, etc. 11. Further information about common sources:a. Sources that only include diesel internal combustion engines can be adjusted using the BAAQMD's Diesel Multiplier worksheet. b. The risk from natural gas boilers used for space heating when <25 MM BTU/hr would have an estimated cancer risk of one in a million or less, and a chronic hazard Therefore, there is no cancer risk, hazard or PM2.5 concentrations from co-residential dry cleaning businesses in the BAAQMD.d. Non co-residential dry cleaners must phase out use of perc by Jan. 1, 2023. Therefore, the risk from these dry cleaners does not need to be factored in over a 70-year period, but e. Gas stations can be adjusted using BAAQMD's Gas Station Distance Mulitplier worksheet. 6. If a Health Risk Screening Assessment (HRSA) was completed for the source, the application number will be listed here.7. The date that the HRSA was completed. 8. Engineer who completed the HRSA. For District purposes only.9. All HRSA completed before 1/5/2010 need to be multiplied by an age sensitivity factor of 1.7.10. The HRSA "Chronic Health" number represents the Hazard Index. 5. Fuel codes: 98 = diesel, 189 = Natural Gas. Table A: Requester Contact Information Comments: Please review and confirm if Plant #9557 has any risk concentrations. Thank you! 2. These Cancer Risk, Hazard Index, and PM2.5 columns represent the values in the Google Earth Plant Information Table.3. Each plant may have multiple permits and sources. f. Unless otherwise noted, exempt sources are considered insignificant. See BAAQMD Reg 2 Rule 1 for a list of exempt sources. Risk & Hazard Stationary Source Inquiry Form This form is required when users request stationarysource data from BAAQMD This form is to be used with the BAAQMD's Google Earth stationary source screening tables. Click here forguidance on coductingrisk & hazard screening, including roadways & freeways, refer to the District's Risk & Hazard Analysis flow chart. Click here for District's Recommended Methodsfor Screening and Modeling Local Risks and Hazards document. For Air District assistance,the following steps must be completed: 1. Complete all the contact and project information requested in . Incomplete forms will not be processed. Please include a project site map. 2. Download and install the free program Google Earth, http://www.google.com/earth/download/ge/, and then download the county specific Google Earth stationary source application files from the District's website, http://www.baaqmd.gov/Divisions/Planning-and-Research/CEQA-GUIDELINES/Tools-and-Methodology.aspx. The small points on the map represent stationary sources permitted by the District (Map A on right). These permitted sources include diesel back-up generators, gas stations, dry cleaners, boilers, printers, auto spray booths, etc. Click on a point to view the source's Information Table, including the name, location, and preliminary estimatedcancer risk, hazard index, and PM2.5 concentration. 3. Find the project site in Google Earth by inputting the site's address in the Google Earth search box. 4. Identify stationary sources within at least a 1000ft radius of project site. Verify that the location of the source on themap matches with the source's address in the Information Table, by using the Google Earth address search box to confirm the source's address location. Please report any mapping errors to the District. 5. List the stationary source information in blue section only. 6. Note that a small percentage of the stationary sources have Health Risk Screening Assessment (HRSA) data INSTEAD of screeninglevel data. These sources will be noted by an asterisk next to the Plant Name (Map B on right). If HRSA values are presented, thesevalues have already been modeled and cannot be adjusted further. 7. Email this completed form to District staff. District staff will provide the most recent risk, hazard, and PM2.5 data that are available for the source(s). If this information or data are not available, source emissions data will be provided. Staff will respond to inquiries within three weeks. Note that a public records request received for the same stationary source information will cancel the processing of your SSIF request. Submit forms, maps, and questions to Areana Flores at 415-749-4616, or aflores@baaqmd.gov Table A: Requester Contact Information Table B: Google Earth data Table B Table A Date of Request 11/20/2018 Contact Name Mimi McNamara Affiliation Illingworth & Rodkin, Inc. Phone 707-794-040 X111 Email mmcnamara@illingworthrodkin.com Project Name Trojan Storage Campbell Address 680 & 700 East McGlincy Lane City Campbell County Santa Clara Type (residential, commercial, mixed use, industrial, etc.)Light industrial: Storage unitsProject Size (# of units or building square feet)157,467-sf Distance from Receptor (feet) or MEI1 Facility Name Address Plant No. Cancer Risk2 Hazard Risk2 PM2.52 Source No.3 Type of Source4 Fuel Code5 Status/Comments Distance Adjustment Multiplier Adjusted Cancer Risk Estimate Adjusted Hazard Risk Adjusted PM2.5 No Distance Adjustment The Ultimate Kitchen Finish Inc 520 E McGlincy Ln, #14 19055 0.0012 S1 Spray Booth 0.0012No Distance Adjustment All Perfect Finish 555 E McGlincy Ln, #C 19607 0.0001 S1 Spray Booth 0.0001 420 West Valley Construction Company, Inc 580 E McGlincy Ln 107158 0.1936755 0.0010 S1 Gas Dispensing Facility Use GDF multiplier 0.058 0.01 0.0001No Distance Adjustment Modern Bench Operations Collision Repair Center 665 McGlincey Lane 9557 S2 Coating Operation Emissions data attached Risk impacts calculated to be zero Footnotes: 1. Maximally exposed individual c. BAAQMD Reg 11 Rule 16 required that all co-residential (sharing a wall, floor, ceiling or is in the same building as a residential unit) dry cleaners cease use of perc on July 1, 2010. Date last updated: Table A: Requester Contact Information Comments: Please review and confirm if Plant #9557 has any risk concentrations. Thank you! 2. These Cancer Risk, Hazard Index, and PM2.5 columns represent the values in the Google Earth Plant Information Table. 3. Each plant may have multiple permits and sources. f. Unless otherwise noted, exempt sources are considered insignificant. See BAAQMD Reg 2 Rule 1 for a list of exempt sources. Construction MEI g. This spray booth is considered to be insignificant. 4. Permitted sources include diesel back-up generators, gas stations, dry cleaners, boilers, printers, auto spray booths, etc. 11. Further information about common sources:a. Sources that only include diesel internal combustion engines can be adjusted using the BAAQMD's Diesel Multiplier worksheet. b. The risk from natural gas boilers used for space heating when <25 MM BTU/hr would have an estimated cancer risk of one in a million or less, and a chronic Therefore, there is no cancer risk, hazard or PM2.5 concentrations from co-residential dry cleaning businesses in the BAAQMD.d. Non co-residential dry cleaners must phase out use of perc by Jan. 1, 2023. Therefore, the risk from these dry cleaners does not need to be factored in over a 70-year period, e. Gas stations can be adjusted using BAAQMD's Gas Station Distance Mulitplier worksheet. 6. If a Health Risk Screening Assessment (HRSA) was completed for the source, the application number will be listed here.7. The date that the HRSA was completed. 8. Engineer who completed the HRSA. For District purposes only.9. All HRSA completed before 1/5/2010 need to be multiplied by an age sensitivity factor of 1.7.10. The HRSA "Chronic Health" number represents the Hazard Index. 5. Fuel codes: 98 = diesel, 189 = Natural Gas. Risk & Hazard Stationary Source Inquiry Form This form is required when users request stationarysource data from BAAQMD This form is to be used with the BAAQMD's Google Earth stationary source screening tables. Click here forguidance on coductingrisk & hazard screening, including roadways & freeways, refer to the District's Risk & Hazard Analysis flow chart. Click here for District's Recommended Methodsfor Screening and Modeling Local Risks and Hazards document. For Air District assistance,the following steps must be completed: 1. Complete all the contact and project information requested in . Incomplete forms will not be processed. Please include a project site map. 2. Download and install the free program Google Earth, http://www.google.com/earth/download/ge/, and then download the county specific Google Earth stationary source application files from the District's website, http://www.baaqmd.gov/Divisions/Planning-and-Research/CEQA-GUIDELINES/Tools-and-Methodology.aspx. The small points on the map represent stationary sources permitted by the District (Map A on right). These permitted sources include diesel back-up generators, gas stations, dry cleaners, boilers, printers, auto spray booths, etc. Click on a point to view the source's Information Table, including the name, location, and preliminary estimated cancer risk, hazard index, and PM2.5 concentration. 3. Find the project site in Google Earth by inputting the site's address in the Google Earth search box. 4. Identify stationary sources within at least a 1000ft radius of project site. Verify that the location of the source on themap matches with the source's address in the Information Table, by using the Google Earth address search box to confirm the source's address location. Please report any mapping errors to the District. 5. List the stationary source information in blue section only. 6. Note that a small percentage of the stationary sources have Health Risk Screening Assessment (HRSA) data INSTEAD of screeninglevel data. These sources will be noted by an asterisk next to the Plant Name (Map B on right). If HRSA values are presented, these values have already been modeled and cannot be adjusted further. 7. Email this completed form to District staff. District staff will provide the most recent risk, hazard, and PM2.5 data that are available for the source(s). If this information or data are not available, source emissions data will be provided. Staff will respond to inquiries within three weeks. Note that a public records request received for the same stationary source information will cancel the processing of your SSIF request. Submit forms, maps, and questions to Areana Flores at 415-749-4616, or aflores@baaqmd.gov Table A: Requester Contact Information Table B: Google Earth data Table B Table A Distance meters Distance feet Distance adjustment multiplier Enter Cancer Risk Adjusted Cancer Risk Enter Chronic Hazard Index Adjusted Chronic Hazard Index 20 66 1.000 0 0 25 82 0.728 0 030980.559 0 0351150.445 0 0401310.365 0 0 45 148 0.305 0 0 50 164 0.260 0 0 55 180 0.225 0 0601970.197 0 0652130.174 0 0702300.155 0 0 75 246 0.139 0 0 80 262 0.126 0 0 85 279 0.114 0 0 90 295 0.104 0 0953120.096 0 01003280.088 0 0 105 344 0.082 0 0 110 361 0.076 0 0 115 377 0.071 0 0 120 394 0.066 0 01254100.062 0 01304260.058 0 01354430.055 0 0 140 459 0.052 0 0 145 476 0.049 0 0 150 492 0.046 0 01555080.044 0 01605250.042 0 01655410.040 0 0 170 558 0.038 0 0 175 574 0.036 0 0 180 590 0.034 0 01856070.033 0 01906230.031 0 01956400.030 0 0 200 656 0.029 0 0 205 672 0.028 0 0 210 689 0.027 0 0 215 705 0.026 0 02207220.025 0 02257380.024 0 0 230 754 0.023 0 0 235 771 0.022 0 0 240 787 0.022 0 0 245 804 0.021 0 02508200.020 0 02558360.020 0 02608530.019 0 0 265 869 0.018 0 0 270 886 0.018 0 0 275 902 0.017 0 02809180.017 0 02859350.016 0 02909510.016 0 0 295 968 0.015 0 0 300 984 0.015 0 0 How to Use the Distance Adjustment Multiplier Tool for Gasoline Dispensing Facilities (GDF) 1. Obtain the GDF cancer risk and/or chronic hazard index from the District's Stationary Source Screening Analysis tool for facilities where the Plant No. is preceded with a 'G'. If the distance to the nearest receptor is less than 20 meters, the distance adjustment multiplier table cannot be used and an air dispersion modeling analysis using site-specific information is needed to refine the cancer risk and/or chronic hazard index estimate. 2. Determine the shortest distance from the GDF to the nearest receptor. 3. In the table below, enter the cancer risk and/or chronic hazard index found in step 1 for the GDF in the row which aligns with the shortest distance from each GDF to the nearest receptor (found in step 2). If the shortest distance to the receptor falls between two distance values, select the multiplier corresponding to the smaller distance. For distances beyond 300 meters, use the multiplier 0.015. The resulting product is the adjusted cancer risk in a million or the adjusted chronic hazard index for the GDF. Note: These distance adjustment multipliers may be used only for the screening level health risk values indicated in the District's Stationary Source Screening Analysis tool for gasoline dispensing facilities. This distance multiplier tool may not be used to adjust values from an HRA if an HRA for the facility was conducted. This distance multiplier tool refines the screening values for cancer risk and chronic hazard index found in the District's Stationary Source Screening Analysis Tool to represent adjusted risk and hazard impacts that can be expected with farther distances from the source of emissions (GDF's). Distance (meters)Distance (feet)Distance Adjustment Multiplier Enter Cancer Risk Estimate Adjusted Cancer Risk Estimate Enter PM2.5 Concentration Adjusted PM2.5 Concentration25820.85 0 0 30 98.4 0.73 0 0351150.64 0 0 40 131 0.58 0 0501640.5 0 0601970.41 0 0 70 230 0.31 0 0802620.28 0 0 90 295 0.25 0 0 100 328 0.22 0 01103610.18 0 0 120 394 0.16 0 01304260.15 0 01404590.14 0 0 150 492 0.12 0 01605250.1 0 01805900.09 0 0 200 656 0.08 0 02207220.07 0 02407870.06 0 0 260 853 0.05 0 02809180.04 0 0 How to Use the Distance Adjustment Multiplier Tool for Diesel Internal Combustion (IC) Engines Note: This distance adjustment multiplier may also be used to adjust the screening values for chronic hazard index found in the District's Stationary Source Screening Analysis Tool for facilities with only diesel IC engines. Note: This distance adjustment multiplier may be used only for the screening level health risk values indicated in the District's Stationary Source Screening Analysis tool for diesel IC engines. This distance multiplier tool may not be used to adjust values from an HRA if an HRA for the facility was conducted. This distance multiplier tool refines the screening values for cancer risk and PM2.5 concentrations found in the District's Stationary Source Screening Analysis Tool for permitted facilities which contain only diesel IC engines, to represent adjusted risk and hazard impacts that can be expected with farther distances from the source of emissions. 1. Obtain the facility diesel IC engine(s) cancer risk and/or PM2.5 concentration from the District's Stationary Source Screening Analysis tool only for facilities where the source is listed as "generator." If the distance to the nearest receptor is less than 25 meters, the distance adjustment multiplier table cannot be used and an air dispersion modeling analysis using site-specific information is needed to refine the cancer risk, chronic hazard index or PM2.5 estimates. 2. Determine the shortest distance from each diesel IC engine to the nearest receptor. Select the shortest distance to receptor found. 3. In the table below, enter the cancer risk and/or PM2.5 concentration found in step 1 for the diesel IC engine in the row which aligns with the shortest distance from each diesel IC engine to the nearest receptor (found in step 2). If the shortest distance to the receptor falls between two distance values, select the multiplier corresponding to the smaller distance. For distances beyond 280 meters, use the multiplier 0.04. The resulting product is the adjusted cancer risk in a million or the adjusted PM2.5 concentration for the diesel IC engine ATTACHMENT 2 GEOTECHNICAL EVALUATION Corporate Office: 2195 Faraday Ave., Suite K, Carlsbad, CA 92008-7207 * Ph: 760-431-347 www.eeitiger.com Camarillo * Carlsbad * Pleasanton * Sacramento * Reno GEOTECHNICAL EVALUATION Proposed Trojan Storage Facility 680 & 700 East McGlincy Lane APNs: 412-35-040 & 412-35-039 Campbell, California EEI Project AAA-72811.4 August 24, 2018 GEOTECHNICAL EVALUATION Prepared for: Mr. Brett Henry CEO Trojan Storage 1732 Aviation Blvd, Suite 217 Redondo Beach, CA 90278 Project Site Location: 680 & 700 East McGlincy Lane APNs: 412-35-040 & 412-35-039 Campbell, California Prepared by: Mohammad Joolazadeh Craig Chase GE 2199 (exp. 6/30/20) CEG 2225 (exp. 6/30/19) Senior Geotechnical Engineer Senior Project Geologist EEI 2195 Faraday Avenue, Suite K Carlsbad, California 92008-7207 EEI Project AAA-72811.4 TABLE OF CONTENTS 1.0 INTRODUCTION ....................................................................................................................................... 1 1.1 Purpose ....................................................................................................................................... 1 1.2 Project Description ..................................................................................................................... 1 1.3 Scope of Services ........................................................................................................................ 1 2.0 BACKGROUND ......................................................................................................................................... 2 2.1 Subject Property Description ..................................................................................................... 2 2.2 Previous Geotechnical Reports by Others .................................................................................. 2 2.3 Topography…............ .................................................................................................................. 3 3.0 FIELD EXPLORATION AND LABORATORY TESTING ................................................................................ 3 3.1 Field Exploration ......................................................................................................................... 3 3.2 Laboratory Testing ...................................................................................................................... 3 4.0 SUBSURFACE CONDITIONS ..................................................................................................................... 4 4.1 Geologic Setting .......................................................................................................................... 4 4.2 Subsurface Conditions ................................................................................................................ 4 4.3 Groundwater .............................................................................................................................. 5 5.0 GEOLOGIC HAZARDS ............................................................................................................................... 5 5.1 California Building Code Seismic Design Parameters ................................................................. 5 Table 1 – 2016 CBC Seismic Design Parameters and Peak Ground Acceleration ............................ 5 5.2 Faulting and Surface Rupture ..................................................................................................... 6 5.3 Landslides and Slope Stability .................................................................................................... 6 5.4 Expansive Soil ............................................................................................................................. 6 5.5 Liquefaction ................................................................................................................................ 6 5.6 Tsunamis, Flooding and Seiches ................................................................................................. 6 6.0 CONCLUSIONS ......................................................................................................................................... 7 7.0 RECOMMENDATIONS ............................................................................................................................. 7 7.1 General ....................................................................................................................................... 8 7.2 Site Preparation and Grading ..................................................................................................... 8 7.3 Remedial Earthwork ................................................................................................................... 8 7.3.1 Import Fill Material ..................................................................................................... 9 7.4 Shrinkage and Bulking ................................................................................................................ 9 7.5 Temporary Site Excavations ....................................................................................................... 9 8.0 FOUNDATION RECOMMENDATIONS ................................................................................................... 10 8.1 General ..................................................................................................................................... 10 8.1.1 Shallow Foundation .................................................................................................. 10 8.1.2 Mat Foundation ........................................................................................................ 11 8.2 Conventional Retaining Walls .................................................................................................. 12 8.2.1 Foundations .............................................................................................................. 12 8.2.2 Lateral Earth Pressure .............................................................................................. 12 8.2.3 Seismic Earth Pressure ............................................................................................. 12 8.2.4 Retaining Wall Drainage ........................................................................................... 12 8.2.5 Retaining Wall Backfill .............................................................................................. 12 TABLE OF CONTENTS (Continued) 8.3 Footing Setbacks ....................................................................................................................... 13 8.4 Interior Slabs-on-Grade ............................................................................................................ 13 8.5 Exterior Slabs-on-Grade (Hardscape) ....................................................................................... 13 8.6 Corrosivity ................................................................................................................................ 14 9.0 PRELIMINARY PAVEMENT DESIGN RECOMMENDATIONS ................................................................. 14 Table 2 – Preliminary Pavement Design Recommendations ......................................................... 15 10.0 DEVELOPMENT RECOMMENDATIONS .............................................................................................. 15 10.1 Landscape Maintenance and Planting ................................................................................... 15 10.2 Site Drainage .......................................................................................................................... 16 10.3 Setbacks from Storm Water Disposal Systems....................................................................... 17 10.4 Additional Site Improvements ................................................................................................ 17 10.5 Utility Trench Backfill............................................................................................................. .. 17 11.0 PLAN REVIEW ..................................................................................................................................... 17 12.0 LIMITATIONS ...................................................................................................................................... 18 13.0 REFERENCES ....................................................................................................................................... 19 FIGURES Figure 1 – Site Location Map Figure 2 – Aerial Site Map Figure 3 – Field Exploration Map APPENDICES Appendix A – Soil Classification Chart, Boring and CPT Logs Appendix B – Laboratory Test Data Appendix C – Earthwork and Grading Guidelines Distribution: (2) Addressee (one via an electronic copy and one hard copy) Geotechnical Evaluation – Proposed Trojan Storage August 24, 2018 680 & 700 East McGlincy Lane, Campbell, California EEI Project AAA-72811.4 1 1.0 INTRODUCTION 1.1 Purpose The purpose of this Geotechnical Evaluation is to provide geotechnical information to Trojan Storage (“Client”) regarding the subject property in the City of Campbell, Santa Clara County, California. EEI understands that Client is considering redeveloping the subject property and requires a Geotechnical Evaluation for the proposed project. The information gathered in this Geotechnical Evaluation is intended to provide the Client with an understanding of the physical conditions of site-specific subsurface soils, groundwater, and the regional geologic setting which could affect the cost or design of the proposed development. (Site Location Map-Figure 1, Aerial Site Map-Figure 2). This Geotechnical Evaluation has been conducted in general accordance with the accepted geotechnical engineering principles and in general conformance with the approved proposal and cost estimate for the project by EEI, dated May 22, 2018. EEI conducted an onsite field exploration on two separate days that included drilling and sampling of four (4) CPT soundings (CPT-1 through CPT-4 on June 27, 2018) and five (5) geotechnical borings (B-1 through B-5 on July 20, 2018) for the proposed development at the subject property. This Geotechnical Evaluation has been prepared for the sole use of Trojan Storage. Other parties, without the express written consent of EEI and the Client should not rely upon this Geotechnical Evaluation. 1.2 Project Description Based on the referenced conceptual site plan and our communications with the Client, it is our understanding that construction of a new storage facility is being considered on the subject property. The current proposed improvements are expected to include the construction of two new three story with full subterranean basement storage buildings. Buildings A & B, as noted on the Preliminary Site Plan, will be three-story with full subterranean basement with the approximate total building areas of 77,000, and 63,400 square feet, respectively. The proposed development will also include exterior hardscape, parking and drive areas, underground utilities and other associated improvements also assumed to be part of the project. 1.3 Scope of Services The scope of our services included: • A review of readily available data pertinent to the subject property, including published and unpublished geologic reports/maps, and soils data for the area (References). • Conducting a geotechnical reconnaissance of the subject property and nearby vicinity. • Coordination with Underground Service Alert (USA) and a private utility locator to identify the presence of underground utilities for clearance of proposed boring and CPT sounding locations. Geotechnical Evaluation – Proposed Trojan Storage August 24, 2018 680 & 700 East McGlincy Lane, Campbell, California EEI Project AAA-72811.4 2 • Drilling and logging of five (5) small diameter exploratory borings in readily accessible areas of the subject property to a maximum depth of approximately 40 feet below the ground surface (bgs). • Advancement of four (4) CPT soundings across the subject property to a maximum depth of approximately 38 feet bgs and preparation of detailed CPT logs. • An evaluation of seismicity and geologic hazards to include an evaluation of faulting, shaking, ground rupture and liquefaction potentials. • Completion of laboratory testing program of representative earth materials encountered onsite to determine their pertinent soils engineering properties, including corrosion potential (Appendix B). • The preparation of this report which presents our preliminary findings, conclusions, and recommendations. 2.0 BACKGROUND 2.1 Subject Property Description Based on information provided by the Client including the preliminary site plan, photos and review of GoogleEarth™ (2018) satellite imagery and street views, the subject property is located on the south side of East McGlincy Lane at the intersection of Forman Drive in the City of Campbell, California. The subject property is currently occupied by Instant Storage Service which is a container rental and sales facility. The subject property comprises approximately 2.1 acres, most of which is occupied by numerous storage containers. In addition, an approximately 2,000 square-foot one-story building exists on the subject property. The existing ground surface is relatively flat and appears to be a gravel/unimproved surface between the existing buildings and storage containers. Vehicle/property access is provided through a gated entry driveway from East McGlincy Lane. Existing commercial properties are located to the east and west of the subject property with existing residential development located to the south. The subject property is identified by Assessor’s Parcel Numbers (APN’s) 412-35-040 (Parcel 3 – Building A) and 412-35-039 (Parcel 4 - Building B). The immediately adjacent properties include single-family residential dwellings to the south, a commercial property to the east and an industrial lot to the west. The center of the subject property is approximately situated at 37.2783° north latitude and 121.9386° west longitude (Google Earth™, 2018). 2.2 Previous Geotechnical Reports by Others A geotechnical investigation for the subject property was completed by Alliance Environmental & Soil Engineering (AES) in 2005. As part of their geotechnical investigation, seven (7) exploratory borings (designated B-1 through B-7) were advanced to depths ranging from 15 to 45 feet below the existing ground surface (bgs) at the subject property. Our current geotechnical evaluation, generally agree with Geotechnical Evaluation – Proposed Trojan Storage August 24, 2018 680 & 700 East McGlincy Lane, Campbell, California EEI Project AAA-72811.4 3 the subsurface conditions encountered and the results of the laboratory analyses as described in the referenced AES report. 2.3 Topography The subject property is located on the United States Geological Survey (USGS) San Jose West, California 7.5 Minute Quadrangle map (USGS, 2015). The map indicates the elevation of the subject property is approximately 203 to 206 feet above mean sea level (amsl). The subject property is essentially level, with surface drainage flowing gently to the northeast. 3.0 FIELD EXPLORATION AND LABORATORY TESTING 3.1 Field Exploration Field work for our Geotechnical Evaluation was conducted on June 27, 2018 and July 20, 2018. A total of five (5) hollow stem auger geotechnical borings (July 20, 2018) and four (4) CPT soundings (June 27, 2018) were advanced at the subject property. Boring and CPT depths were approximately 19 to 40 feet below ground surface (bgs) and were logged under the supervision of a Certified Engineering Geologist at EEI. The approximate locations of the borings are shown on the Field Exploration Map - Figure 3. Exploratory Borings - A truck mounted hollow stem auger (HSA) drill rig was used to advance the exploratory borings, designated B-1 through B-5 to depths ranging from 19 to 40 feet bgs. Blow count values were determined utilizing a 140 pound hammer, falling 30-inches onto a Modified California split- tube sampler. The blows per 6-inch increment required to advance the 18-inch long Modified California split-tube samplers was measured at various depth intervals (varying between 2 to 5 feet), or at changes in lithology, recorded on the boring logs, and are presented in Appendix A-Soil Classification Chart and Boring Logs. Energy-corrected SPT N60 values are also presented on the borings logs. Relatively “undisturbed” samples were collected in a 2.42-inch (inside diameter) California Modified split-tube sampler for visual examination and laboratory testing. The soils were classified in accordance with the Unified Soil Classification System (ASTM, 2015). Representative bulk samples were also collected for appropriate laboratory testing. CPT Soundings - The CPT soundings (CPT-1 through CPT-4) were performed by Middle Earth Geo Testing Inc., under the supervision of a representative of EEI. CPT testing was conducted in general accordance with ASTM Test Method D3441. The CPT procedure includes pushing an electronic cone penetrometer, which records data including tip resistance, sleeve friction and dynamic pore pressure as it is advanced. A 2.5-Ton CPT rig equipped with a 15 square centimeter cone was used to conduct the CPT soundings. The four (4) CPTs were pushed to depths of approximately 28 to 38 feet bgs to refusal due to high tip pressure and rod flex within the dense and gravelly alluvial deposits. CPT data are presented in Appendix A. 3.2 Laboratory Testing Selected samples obtained from our borings were tested to evaluate pertinent soil classification and engineering properties and enable development of geotechnical conclusions and recommendations. The laboratory tests consisted of: Geotechnical Evaluation – Proposed Trojan Storage August 24, 2018 680 & 700 East McGlincy Lane, Campbell, California EEI Project AAA-72811.4 4 • Moisture Content and Dry Density • Atterberg Limits • Shear Strength • Fines Content • Corrosivity The results of the laboratory tests, and brief explanations of test procedures, are presented in Appendix B. It should be understood that the results provided in Appendix B are based upon pre- development conditions. Verification testing is recommended at the conclusion of grading on samples collected at or near finish grade. 4.0 SUBSURFACE CONDITIONS 4.1 Geologic Setting Review of the available references indicates that the area of study is located within the Coast Ranges geomorphic province of Northern California. The Coast Ranges Geomorphic Province is characterized by a series of northwest-trending mountain ranges and intervening valleys that align sub-parallel with the San Andreas Fault System. This province is bounded on the east by the Great Valley province, on the south by the Transverse Ranges province and on the west by the Pacific Ocean and offshore Continental Borderland. The Coast Ranges are comprised of thick Mesozoic-age and Cenozoic –age sedimentary units. The depression containing the San Francisco Bay separates the northern Coast Ranges from the southern Coast Ranges. The Coast Ranges are characterized as parallel mountain ranges and valleys displaced by strike-slip earthquake faults which include the nearby Hayward and San Andreas Fault systems. The subject site location is situated directly south of the San Francisco Bay structural basin. Regional geologic maps (California Geological Survey - CGS) indicate the property is underlain by Quaternary-age Holocene alluvium. The subject property is not indicated to be within an Alquist-Priolo Earthquake Fault Zone according to mapping of the San Jose West 7.5-minute quadrangle by CGS. Based on mapping by CGS, the subject property is located within a liquefaction zone. Also, based on a review of the ABAG website’s liquefaction susceptibility maps, the property is located within a zone of moderate to very high susceptibility for liquefaction potential. Our review of geological literature that is pertinent to the site (CDMG, 2002) indicates that the area of study is underlain by Holocene alluvial fan levee deposits (Qhl) consisting of mixed gravel, sand, silt and clay. Regional geologic maps of the subject property and vicinity (Dibblee, 2007) indicate the area of the subject property is underlain by Holocene age younger alluvial deposits (map unit Qa.2). 4.2 Subsurface Conditions The materials encountered in our exploratory borings and CPT soundings consisted of undocumented artificial fill and native alluvial deposits. A brief description of the subsurface conditions is provided in the following section. Detailed descriptions of the subsurface conditions are provided on the boring and CPT logs included in Appendix A. Geotechnical Evaluation – Proposed Trojan Storage August 24, 2018 680 & 700 East McGlincy Lane, Campbell, California EEI Project AAA-72811.4 5 Undocumented Fill consisted of dry to slightly moist gravel base coarse surface ranging from 1 to 2 feet in thickness at the ground surface. According to the property owner, the base coarse material has periodically been placed by a bobcat excavator to level low or rutted areas within the drive areas across the site. This material was encountered at the surface at all five boring locations and probably exists within all of the drive areas. Alluvial Deposits were encountered underlying the existing undocumented fill. The alluvial deposits extended to the maximum explored depth of 40 feet bgs. The alluvial materials generally consisted of light brown to brown, orange brown or gray brown, slightly moist to very moist, medium dense to dense silty sandy gravel, clayey sandy gravel and gravelly silty sand with thin interbeds of silty clay. The alluvial deposits were found to have a low to moderate expansion potential. Detailed boring and CPT logs are presented in Appendix A. 4.3 Groundwater Based on our review of available data from the Geotracker website, the historic high groundwater depth in this area appears to be between 30 to 40 feet below the existing ground surface. According to the CGS seismic hazard zone report for the San Jose West 7.5 minute quad, highest historic groundwater is indicated to be approximately 30 feet bgs. Groundwater was not encountered in any of our exploratory borings or CPT soundings. It should be noted that variations in groundwater may result from fluctuations in the ground surface topography, subsurface stratification, rainfall, irrigation, and other factors that may not have been evident at the time of our subsurface exploration. 5.0 GEOLOGIC HAZARDS 5.1 California Building Code Seismic Design Parameters EEI utilized seismic design criteria provided in Tables 3.3(1) and 3.3(2) in Section 1613A3.3 of the CBC (2016) and ASCE 7-10. Final selection of the appropriate seismic design coefficients should be made by the structural consultant based on the local laws and ordinances, expected building response, and desired level of conservatism. The site coefficients and adjusted maximum considered earthquake spectral response accelerations in accordance with the 2016 California Building Code are presented in Table 1. Table 1 2016 CBC Seismic Parameters and Peak Ground Acceleration Parameter Value Site Coordinates Latitude 37.2783 ° Longitude -121.9386° Mapped Spectral Acceleration Value at Short Period: Ss 1.688g Mapped Spectral Acceleration Value at 1-Second Period: S1 0.604g Site Classification D Short Period Site Coefficient: Fa 1.000 1-Second Period Site Coefficient: Fv 1.500 Design Spectral Response Acceleration at Short Periods: SDS 1.126g Design Spectral Response Acceleration at 1-Second Period: SD1 0.604g Peak Ground Acceleration adjusted for Site Class Effects: PGAM 0.644g Geotechnical Evaluation – Proposed Trojan Storage August 24, 2018 680 & 700 East McGlincy Lane, Campbell, California EEI Project AAA-72811.4 6 5.2 Faulting and Surface Rupture The portion of Northern California that includes the subject property is considered to be seismically active. Due to the proximity of the property area to several nearby active faults, strong ground shaking could occur at the property as a result of an earthquake on any one of the faults. The closest active faults to the subject property are the Monta Vista – Shannon fault located approximately 2.6 miles south of the site and the northern segment of the San Andreas Fault Zone, located approximately 11.9 miles southwest of the subject property. Our review indicates that there are no known active faults crossing the property (Jennings and Bryant, 2010) and the property is not within a State of California Earthquake Fault Zone (Hart and Bryant, 1997). It is our opinion, therefore, that the likelihood of surface fault rupture at the property is low. 5.3 Landslides and Slope Stability The subject property and surrounding areas are generally flat. The potential for landslides or slope instabilities to occur at the site is considered negligible. 5.4 Expansive Soil Based on the laboratory testing results, the subsurface materials at the site are considered to have a low to moderate expansion potential. 5.5 Liquefaction Liquefaction occurs when loose, saturated, generally fine sands and silts are subjected to strong ground shaking. The soils lose shear strength and become liquid; potentially resulting in large total and differential ground surface settlements as well as possible lateral spreading during an earthquake. Seismically induced settlement can occur in response to liquefaction of saturated loose granular soils, as well as the reorientation of soil particles during strong shaking of loose, unsaturated sands. EEI reviewed readily available and relevant maps and publications regarding liquefaction potential at the subject property. Based on mapping of the San Jose West 7.5 minute quad (CGS), the property is located within a liquefaction zone (2002). However, due to the presence of generally well consolidated soils which underlie the site, and absence of shallow groundwater conditions, the potential for liquefaction at the site is considered to be low. 5.6 Tsunamis, Flooding and Seiches The subject property is not located within a Tsunami Evacuation Area or FEMA Flood Zone; therefore, damage due to tsunamis and flooding is considered low. EEI reviewed the Federal Emergency Management Agency (FEMA) Flood Hazard Map online (2018) to determine if the subject property was located within an area designated as a Flood Hazard Zone. According to the information reviewed on the Flood Insurance Rate Map (FIRM), Map Panel No. 06085C0239H (effective May 18, 2009), the subject property is located within an “Area of Minimum Flood Hazard” which is defined as an area outside of the Special Flood Hazard Areas (SFHA) and are higher than the elevation of the 0.2 percent annual flood chance. Geotechnical Evaluation – Proposed Trojan Storage August 24, 2018 680 & 700 East McGlincy Lane, Campbell, California EEI Project AAA-72811.4 7 Seiches are periodic oscillations in large bodies of water such as lakes, harbors, bays, or reservoirs. The subject property is not located immediately adjacent to any lakes or confined bodies of water; therefore, the potential for a seiche to affect the property is considered low. 6.0 CONCLUSIONS Based on our field exploration, laboratory testing and engineering and geologic analysis, it is our opinion that the subject property is suitable for the proposed development from a geotechnical engineering and geologic viewpoint. However, there are existing geotechnical conditions associated with the property that will warrant mitigation and/or consideration during planning stages. If site plans and/or the proposed building locations are revised, additional field studies may be warranted to address proposed site-specific conditions. As a result, EEI is providing the following conclusions: • A total of five exploratory HSA borings and four CPT soundings were advanced within the subject property during this evaluation. The borings and CPTs were advanced to depths ranging from 19 to 40 feet bgs. The site is underlain by undocumented fill and Quaternary age alluvial deposits. Groundwater was not encountered in any of our exploratory borings or CPT soundings at the time our investigation. • Undocumented fills exist throughout the drive areas of the subject property which have been placed as a leveling base coarse material and range from 1 to 2 feet in thickness as encountered in our borings. Deeper areas of fill were not encountered during our subsurface exploration but may exist on portions of the subject property that were not a part of our subsurface exploration. • The alluvial deposits encountered in our exploratory borings at the subject property are considered to be low expansive in nature and somewhat compressible; and extend beyond the maximum depth explored of 40 feet bgs. • The subject property is located within an area of northern California recognized as having a number of active and potentially-active faults located nearby. Our review indicates that there are no known active faults mapped as crossing the property and the property is not located within an Earthquake Fault Zone. • Based on EEI’s evaluation, earth materials underlying the site of the proposed development are not considered susceptible to liquefaction or significant amounts of seismic settlement. • Based on our review of pertinent regional geologic maps and reports, as well as our field exploration, and preliminary geologic and engineering analysis completed to date, the development of the site appears to be feasible from a geotechnical engineering viewpoint provided the recommendations presented herein are incorporated into the design and construction phase of the project. 7.0 RECOMMENDATIONS The preliminary recommendations presented herein should be incorporated into the planning and design phases of development. Guidelines for site preparation, earthwork, and onsite improvements are provided in the following sections. Geotechnical Evaluation – Proposed Trojan Storage August 24, 2018 680 & 700 East McGlincy Lane, Campbell, California EEI Project AAA-72811.4 8 7.1 General Grading should conform to the guidelines presented in the 2016 California Building Code (CBC, 2016), as well as the requirements of the City of Campbell and Santa Clara County. Additionally, general Earthwork and Grading Guidelines are provided herein as Appendix C. During earthwork construction, removals and reprocessing of soft or unsuitable fill materials, as well as general grading procedures of the contractor should be observed and the fill placed should be tested by representatives of the Geotechnical Engineer, EEI. If any unusual or unexpected conditions are exposed in the field, they should be reviewed by the Geotechnical Engineer and if warranted, modified and/or additional recommendations will be offered. Specific guidelines and comments pertinent to the planned development are provided herein. The recommendations presented herein have been completed using the preliminary information provided to us regarding site development. EEI should be provided with grading and foundation plans once they are available so that we can determine if the recommendations provided in this report remain applicable. 7.2 Site Preparation and Grading Debris and other deleterious material, such as organic soils, tree root balls and/or environmentally impacted earth materials (if any) should be removed from the subject property prior to the start of grading. Areas to receive fill should be properly scarified and/or benched in accordance with current industry standards of practice and guidelines specified in the CBC (2016) and the requirements of the local jurisdiction. Abandoned trenches should be properly backfilled and tested. If unanticipated subsurface improvements (vaults, tanks, tunnels, utility lines, septic systems, wells, utilities, etc.) are encountered during earthwork construction, the Geotechnical Engineer should be informed and appropriate remedial recommendations would then be provided. 7.3 Remedial Earthwork The following recommendations apply for both on-grade and basement building options. The area of site preparation should extend at least five feet beyond any proposed improvements (e.g., building foot print, appurtenant structures, sidewalks, walkways, pavement areas, etc.). Areas to be graded should be cleared of all the existing fill soils to the depths indicated below. Vegetation, upper soils containing roots, remnants of past construction, and other unsuitable material should also be removed. For on-grade, single story buildings, the existing fill and/or potentially compressible shallow natural deposits should be over-excavated to a depth of 5 feet below existing ground surface, or minimum 2 feet below lowest proposed foundation levels (whichever is deeper). It is assumed that the proposed finished building pad grades will be approximately the same as the existing ground elevations, and at least 5 feet of properly compacted engineered fill will be placed to achieve the required grades. For 3-Story Building with Basement the over-excavation should extend to 10 feet below existing grade. It is assumed that bottom of the proposed foundation levels will be approximately 8 feet below existing grade. A minimum of 2 feet of properly compacted engineered fill should be placed beneath the proposed foundation system. Geotechnical Evaluation – Proposed Trojan Storage August 24, 2018 680 & 700 East McGlincy Lane, Campbell, California EEI Project AAA-72811.4 9 After removal of the surficial soils and observation of the excavation bottoms, the over-excavated areas should be scarified to a minimum depth of 8-inches, moisture conditioned as needed to achieve at least two percent above optimum moisture content and re-compacted to at least 90 percent of the maximum dry density (based on ASTM D1557). The over-excavated areas should then be backfilled with onsite and/or imported soils that are placed and compacted as recommended herein until design finish grades are reached. If localized areas of relatively loose soil prevent proper compaction, over-excavation and re-compaction will be necessary. When excavations deeper than five feet are made, temporary construction slopes should be no steeper than 1:1 (horizontal to vertical). Temporary construction slopes, sheeting and bracing should be provided by the contractor, as necessary, to protect workers in the excavation. Where excavations undermine existing improvements, temporary structural support should be provided to reduce risk of damage resulting from undercutting. Permanent cut and fill slopes should not be constructed steeper than 2:1. The on-site soils are generally suitable for use as compacted fill and backfill. Import fill soils (if planned), should conform to the specifications presented in Section 7.3.1 of this report. Backfill around footings and in utility trenches within building and paved areas should conform to the same material and compaction requirements as for fill. Reprocessing of the upper 24-inches of subgrade in pavement areas is also recommended. 7.3.1 Import Fill Material The import fill material should meet the following criteria: • No particle larger than six inches in largest dimension. • Free of all perishable material. • Plasticity index of 12 or less and liquid limit of 40 or less. • Expansion Index (EI) of 20 or less (ASTM D-4829). The earthwork contractor should ensure that all proposed fill materials are approved by the Geotechnical Engineer prior to use. Representative soil samples should be made available for testing at least ten working days prior to hauling to the property to allow for laboratory tests. 7.4 Shrinkage and Bulking Several factors will impact earthwork balancing on the subject property, including shrinkage, bulking, subsidence, trench spoils from utilities and footing excavations, and final pavement section thickness as well as the accuracy of topography. Shrinkage, bulking and subsidence are primarily dependent upon the degree of compactive effort achieved during construction. Shrinkage, bulking and subsidence should be considered by the project civil engineer relative to final site balancing. It is recommended that the site development be planned to include an area that could be raised or lowered to accommodate final site balancing. 7.5 Temporary Site Excavations It is anticipated that excavations in the onsite materials can be achieved with conventional earthwork equipment in good working order. Geotechnical Evaluation – Proposed Trojan Storage August 24, 2018 680 & 700 East McGlincy Lane, Campbell, California EEI Project AAA-72811.4 10 Temporary excavations within the onsite materials (considered to be a Type B soil per OSHA guidelines) should be stable at 1H:1V inclinations for short durations during construction, and where cuts do not exceed 20 feet in height. Some sloughing of surface soils should be anticipated. Temporary excavations 5 feet deep or less can be made vertically. The faces of temporary slopes should be inspected daily by the contractor’s Competent Person before personnel are allowed to enter the excavation. Any zones of potential instability, sloughing or raveling should be brought to the attention of the Engineer and corrective action implemented before personnel begin working in the excavation. Excavated soils should not be stockpiled behind temporary excavations within a distance equal to the depth of the excavation. EEI should be notified if other surcharge loads are anticipated so that lateral load criteria can be developed for the specific situation. If temporary slopes are to be maintained during the rainy season, berms are recommended along the tops of slopes to prevent runoff water from entering the excavation and eroding the slope faces. 8.0 FOUNDATION RECOMMENDATIONS 8.1 General The foundation recommendations provided herein are based on the proposed commercial development information provided by the Client. EEI should be provided with grading and foundation plans once they are available so that we can determine if the recommendations provided in this report remain applicable. Recommendations by the project's design-structural engineer or architect may exceed the following minimum recommendations. However; if analyses by the structural engineer result in less critical details than are provided herein as minimums, the minimums presented herein should be adopted. 8.1.1 Shallow Foundation Support the structures on an interconnected continuous foundation system bottomed in properly compacted fill materials. The depth of properly compacted fill should extend at least two feet below the bottom of the foundation system. Allowable design parameters for foundations are as follows: • Minimum depth for interior and exterior footing ....................................... 2 feet (Measured from lowest adjacent soil grade) • Minimum footing width .............................................................................. 1.5 feet • No isolated footing is allowed • Allowable bearing capacity (pounds per square foot), (FS ≥ 3) - Sustained loads 2,000 psf - Transient loads (1/3 allowable increase for wind and seismic) .... 2,650 psf Geotechnical Evaluation – Proposed Trojan Storage August 24, 2018 680 & 700 East McGlincy Lane, Campbell, California EEI Project AAA-72811.4 11 • Resistance to lateral loads - Passive soil resistance (pounds per cubic foot)… ........................... 200 psf - Coefficient of sliding friction .......................................................... 0.40 Footings can be designed to resist lateral loads by using a combination of sliding friction and passive resistance. The coefficient of friction should be applied to dead load forces only. Passive resistance should be reduced by one third and the upper one foot of passive resistance should be neglected where the soil is not confined by the slabs or pavement. For the properly constructed foundations in accordance with the foregoing criteria, total static post-construction settlement from the anticipated structural loads is estimated to be on the order of 1 inch. Differential settlement on the order of ½ of total settlement should be anticipated. 8.1.2 Mat Foundation As an alternative a mat foundation system may be utilized for the support of the proposed structures. When properly designed and constructed, a structural mat foundation system can be expected to support high structural loads and provide relatively uniform settlement across a structure, while being able to “bridge” over localized areas of settlement. A 6-inch thick cushion of Class II Aggregate Baserock should be placed on the prepared subgrade, beneath the mat slab. Allowable design parameters for the mat foundations are as follows: • Minimum embedment depth from lowest adjacent soil grade ………………2 feet • Modulus of Subgrade Reaction……………………………………….…………….………125 pci (this value is based on a unit square foot area and must be adjusted for large mats) • Allowable bearing capacity (pounds per square foot), (FS ≥ 3) a. Sustained loads ……………………………………………..…………….……1,500 psf b. Transient loads ………….………….………….………….………….……….2,000 psf (1/3 allowable increase for wind and seismic) • Resistance to lateral loads a. Passive soil resistance (pounds per cubic foot)……….………….200 pcf b. Coefficient of sliding friction…………………….………….…….………..…0.40 Lateral resistance for the mat foundation may be calculated by using a combination of sliding friction and passive resistance. The coefficient of friction should be applied to dead load forces only. Passive resistance should be reduced by one third and the upper one foot of passive resistance should be neglected where the soil is not confined by the slabs or pavement. For the properly constructed foundations in accordance with the foregoing criteria, total static post-construction settlement from the anticipated structural loads is estimated to be on the order of 1 inch. Differential settlement on the order of ½ of total settlement should be anticipated. Geotechnical Evaluation – Proposed Trojan Storage August 24, 2018 680 & 700 East McGlincy Lane, Campbell, California EEI Project AAA-72811.4 12 8.2 Conventional Retaining Walls 8.2.1 Foundations The recommendations provided in the foundation section of this report are also applicable to conventional retaining walls. 8.2.2 Lateral Earth Pressures The active earth pressure for the design of unrestrained earth retaining structures with level backfills can be taken as equivalent to the pressure of a fluid weighing 40 pcf. The at-rest earth pressure for the design of restrained earth retaining structures (such as basement walls or re- entrant corners) with level backfills can be taken as equivalent to the pressure of a fluid weighing 60 pcf. The above values assume a granular and drained backfill condition. If expansive soils are used to backfill the proposed walls, increased active and at-rest earth pressures will need to be utilized for retaining wall design, and can be provided upon request. An additional 20 pcf should be added to these values for walls with a 2:1 (H: V) sloping backfill. Appropriate allowances should also be made for anticipated surcharge loading. Appropriate factors of safety should be incorporated into the design. 8.2.3 Seismic Earth Pressure If required, the seismic earth pressures can be taken as equivalent to the pressure of a fluid weighing 25 pcf. This value is for level backfill conditions and do not include a factor of safety. Appropriate factors of safety should be incorporated into the design. This pressure is in addition to the un-factored static lateral earth pressures. 8.2.4 Retaining Wall Drainage Retaining walls should be designed to resist hydrostatic pressures or be provided with a backdrain to reduce the accumulation of hydrostatic pressures. Backdrains may consist of a 2- foot wide zone of ¾-inch crushed rock. The backdrain should be separated from the adjacent soils using a non-woven filter fabric, such as Mirafi 140N or equivalent. A perforated pipe (Schedule 40 PVC) should be installed at the base of the backdrain and sloped to discharge to a suitable storm drain facility. As an alternative, a geocomposite drainage system such as Miradrain 6000 or equivalent placed behind the wall and connected to a suitable storm drain facility can be used. The project architect should provide waterproofing specifications and details. 8.2.5 Retaining Wall Backfill Granular backfill should be utilized to provide free-draining conditions to prevent buildup of hydrostatic pressure in the backfill. Backfill materials should conform to the specifications presented in Section 7.3.1 of this report. Import fill materials should be approved by the soils engineer prior to placement. Wall backfill should be compacted by mechanical methods to at least 90 percent of the maximum dry density as determined by ASTM D 1557. Geotechnical Evaluation – Proposed Trojan Storage August 24, 2018 680 & 700 East McGlincy Lane, Campbell, California EEI Project AAA-72811.4 13 8.3 Footing Setbacks Footings adjacent to unlined drainage swales or underground utilities (if any) should be deepened to a minimum of 6-inches below the invert of the adjacent unlined swale or utilities. This distance is measured from the footing face at the bearing elevation. Footings for structures adjacent to retaining walls should be deepened so as to extend below a 1:1 projection from the heel of the wall. Alternatively, walls may be designed to accommodate structural loads from buildings or appurtenances. 8.4 Interior Slabs-on-Grade The subgrade beneath the slab-on-grade floors should be compacted by rolling with a smooth-wheeled rubber tired, or vibratory roller to produce a uniformly dense, non-yielding surface. The project Structural Engineer should design the interior concrete slab-on-grade floor. For design of the slab, project structural engineer could utilize acceptable design methods by California Building Code (CBC) such as Wire Reinforcement Institute (WRI) design method. For WRI method a minimum of site soil Plasticity Index (PI) and site soil Expansion Index (EI) of 20 percent and 50 respectively should be utilized. However; as a minimum it is recommended that a 5-inch thick slab, reinforced with No. 4 bars located at 12-inches on center, both ways, be constructed. A layer of free draining, clean ¾-inch crushed rock, at least 6-inches thick should be placed below the slab. A moisture vapor retarder/barrier should be placed beneath slabs where moisture sensitive floor coverings will be installed. Typically, plastic is used as a vapor retardant. If plastic is used, a minimum 15-mil is recommended. The plastic should comply with ASTM E1745.Plastic installation should comply with ASTM E1643. Current construction practice typically includes placement of a 2-inch thick sand cushion between the bottom of the concrete slab and the moisture vapor retarder/barrier. This cushion can provide some protection to the vapor retarder/barrier during construction, and may assist in reducing the potential for edge curling in the slab during curing. However, the sand layer also provides a source of moisture vapor to the underside of the slab that can increase the time required to reduce moisture vapor emissions to limits acceptable for the type of floor covering placed on top of the slab. The slab can be placed directly on the vapor retarder/barrier. The floor covering manufacturer should be contacted to determine the volume of moisture vapor allowable and any treatment needed to reduce moisture vapor emissions to acceptable limits for the particular type of floor covering installed. The project team should determine the appropriate treatment for the specific application. 8.5 Exterior Slabs-on-Grade (Hardscape) It is recommended that a minimum 5-inch thick slab reinforced with No.4 bars located at 18-inches on center, both ways, be constructed. At the exterior edges of the flatwork, a thickened edge is recommended. The thickened edges should be a minimum of 8-inches deep and 6-inches wide and reinforced with two No.4 bars at top and bottom. Slabs should be provided with weakened plane joints. Joints should be placed in accordance with the American Concrete Institute (ACI) guidelines. Proper control joints should be provided to reduce the potential for damage resulting from shrinkage. Subgrade materials should not be allowed to desiccate between grading and the construction of the concrete slabs. The floor slab subgrade should be thoroughly and uniformly moistened prior to placing concrete. Geotechnical Evaluation – Proposed Trojan Storage August 24, 2018 680 & 700 East McGlincy Lane, Campbell, California EEI Project AAA-72811.4 14 All dedicated exterior flatwork should conform to standards provided by the governing agency including section composition, supporting material thickness and any requirements for reinforcing steel. Concrete mix proportions and construction techniques, including the addition of water and improper curing, can adversely affect the finished quality of the concrete and result in cracking and spalling of the slab. We recommend that all placement and curing be performed in accordance with procedures outlined by the American Concrete Institute and/or Portland Cement Association. Special consideration should be given to concrete placed and cured during hot or cold weather conditions. 8.6 Corrosivity A representative sample of the onsite soils was tested to provide a preliminary indication of the corrosion potential of the onsite soils. The test results are presented in Appendix B. A brief discussion of the corrosion test results is provided in the following section. • The sample tested had a soluble sulfate concentration of 68 mg/kg, which indicates the sample has a low sulfate corrosion potential relative to concrete. It should be noted that soluble sulfate in the irrigation water supply, and/or the use of fertilizer may cause the sulfate content in the surficial soils to increase with time. This may result in a higher sulfate exposure than that indicated by the test results reported herein. Studies have shown that the use of improved cements in the concrete, and a low water-cement ratio will improve the resistance of the concrete to sulfate exposure. The concrete should utilize at least type II cement with maximum 0.5 water/cement ratio in accordance with California building Code (CBC) Standard 1904.3.1. Concrete mix design, materials, placement, curing, and finishing should be in conformance with the standard specifications for public works construction “Greenbook”, and American Concrete Institute (ACI) specifications. • The sample tested had a chloride concentration of approximately 10 mg/kg, which indicates the sample has a negligible chloride corrosion potential relative to metal. • The sample tested had a minimum resistivity of 3,400 ohm-cm, which indicates the sample is moderately corrosive to ferrous metals. • The sample tested had a pH of 8.5, which indicates the sample is moderately basic. Additional testing should be performed after grading to evaluate the as-graded corrosion potential of the onsite soils. We are not corrosion engineers. A corrosion consultant should be retained to provide corrosion control recommendations if deemed necessary. 9.0 PRELIMINARY PAVEMENT DESIGN RECOMMENDATIONS Deleterious material, excessively wet or dry pockets, concentrated zones of oversized rock fragments, and any other unsuitable yielding materials encountered during grading should be removed. Once compacted fill soils are brought to the proposed pavement subgrade elevations, the subgrade should be proof-rolled in order to check for a uniform firm and unyielding surface. Representatives of the project Geotechnical Engineer should observe all grading and fill placement. Geotechnical Evaluation – Proposed Trojan Storage August 24, 2018 680 & 700 East McGlincy Lane, Campbell, California EEI Project AAA-72811.4 15 Reprocessing of the upper 24-inches of subgrade in pavement areas is recommended. Subgrade soils should be scarified; moisture conditioned to at least two percent above optimum moisture content and compacted to at least 95 percent of the laboratory standard (ASTM D1557). If loose or yielding materials are encountered during subgrade preparation, evaluation should be performed by EEI. Aggregate base materials should be properly prepared (i.e., processed and moisture conditioned) and compacted to at least 95 percent of the maximum dry density as determined by ASTM D1557. Aggregate base materials should conform to Caltrans specifications for Class 2 aggregate base. All pavement section changes should be properly transitioned. Although not anticipated, if adverse conditions are encountered during the preparation of subgrade materials, special construction methods may need to be employed. A representative of the project Geotechnical Engineer should be present for the preparation of subgrade and aggregate base. For design purposes we have assumed a Traffic Index (TI) of 5.0 for the parking stalls and a Traffic Index (TI) of 6.0 for drive areas and entrance apron at the subject property. This assumed TI should be verified as necessary by the Civil Engineer or Traffic Engineer. Based on the results of our laboratory testing of representative samples of the upper soils, we have utilized an R-Value of 20 for the pavement subgrade during our calculations of pavement structural sections. TABLE 2 Preliminary Pavement Design Recommendations Traffic Index (TI) / Intended Use Pavement Surface Aggregate Base Material (1) 5 3.0-inches Asphalt Concrete 9.0-inches 6 3.0-inches Asphalt Concrete 11.0-inches Concrete Pavement Section 6.0-inches Portland Cement Concrete 6.0-inches (1) R-Value of 78 for Caltrans Class 2 aggregate base The recommended pavement sections provided in Table 2 are intended as a minimum guideline. If thinner or highly variable pavement sections are constructed, increased maintenance and repair could be expected. If the actual traffic index (TI) increases beyond our assumed values, increased maintenance and repair could be required for the pavement section. Final pavement design should be verified by testing of soils exposed at subgrade after grading has been completed. Thicker pavement sections could result if R-Value testing indicates lower values. 10.0 DEVELOPMENT RECOMMENDATIONS 10.1 Landscape Maintenance and Planting Soils encountered at the site have been identified as being highly expansive in nature. As such, these soils are susceptible to volume changes with variations in their moisture content. These soils will expand (swell) upon the introduction of water and shrink upon drying. The forces associated with these volume changes can have significant negative impacts (in the form of differential movement) on foundations, and other site improvements. Foundation design recommendations presented in this report are intended to minimize the potential adverse effects of these highly expansive soils on the Geotechnical Evaluation – Proposed Trojan Storage August 24, 2018 680 & 700 East McGlincy Lane, Campbell, California EEI Project AAA-72811.4 16 proposed improvements. However; such foundation systems are not intended to offset the forces (and associated movements) related to the expansive soils, but are to help soften their effects on the proposed improvements. Provisions should be incorporated into design and construction of the site improvements to account for the highly expansive nature of the site soils. Site maintenance and landscaping should be conducted in consideration of the expansive soil characteristics. Of primary importance is minimizing the moisture variation around and below the foundation systems and lot improvements. Such design and construction provisions should include but not limited to: • Establishing and maintaining positive drainage away from all foundations, walkways, and other hardscape improvements. Providing roof gutters on all structures with downspouts installed to carry roof runoff directly into drains away from structures. • Avoid construction of planters adjacent to structural improvements. Alternatively; planter sides/bottoms can be sealed with an impermeable membrane and drained away from the improvements via sub-drains into approved disposal area. • Sealing and maintaining construction /control joints within concrete slabs and walkways to reduce the potential for moisture infiltration into subgrade soils. • Utilizing landscaping schemes with vegetation that requires minimal watering. Alternatively; watering can be done in a uniform manner as equally as possible on all sides of the foundation, keeping the soil moist but not allowing the soil to become saturated. • Avoiding the placement of trees closer to the proposed structures less than a distance of one- half the mature height of the tree. 10.2 Site Drainage Positive site drainage should be maintained at all times. Drainage should not flow uncontrolled over slopes. Runoff should be channeled away from slopes and structures and not allowed to pond and/or seep uncontrolled into the ground. Pad drainage should be directed toward an acceptable outlet. Consideration should be given to eliminating open bottom planters directly adjacent to proposed structures for a minimum distance of 10 feet. As an alternative, closed-bottom type planters could be utilized, with a properly designed drain outlet placed in the bottom of the planter. Final surface grades around structures should be designed to collect and direct surface water away from structures and toward appropriate drainage facilities. The ground around the structure should be graded so that surface water flows rapidly away from the structure without ponding. In general, we recommend that the ground adjacent to the structure slope away at a gradient of at least 2 percent. Densely vegetated areas where runoff can be impaired should have a minimum gradient of at least 5 percent within the first 5 feet from the structure. Roof gutters with downspouts that discharge directly into a closed drainage system are recommended on structures. Drainage patterns established at the time of fine grading should be maintained throughout the life of the proposed structures. Geotechnical Evaluation – Proposed Trojan Storage August 24, 2018 680 & 700 East McGlincy Lane, Campbell, California EEI Project AAA-72811.4 17 10.3 Setbacks from Storm Water Disposal Systems We recommend that storm water disposal systems be situated at least three times their depth, or a minimum of 15 feet (whichever is greater), from the outside bottom edge of structural foundations. Structural foundations include (but are not limited to) buildings, loading docks, retaining walls, and screen walls. The invert of storm water infiltration should be outside a 1:1 (H: V) plane projected from the bottom of adjacent foundations. Storm water disposal systems should be checked and maintained on regular intervals. Storm water devices including bio-swales that are located closer than 10 feet from any foundations/footings should be lined with an impermeable membrane to reduce the potential for saturation of foundation soils. Foundations may also need to be deepened. Storm water infiltration should not be located near utility lines where the introduction of storm water could cause damage to utilities or settlement of trench backfill. 10.4 Additional Site Improvements Recommendations for additional grading can be provided upon request. If in the future, additional property improvements are planned for the subject property, recommendations concerning the design and construction of improvements would be provided upon request. 10.5 Utility Trench Backfill Fill around the pipe should be placed in accordance with details shown on the drawings, and should be placed in layers not to exceed 8-inches loose (unless otherwise approved by the Geotechnical Engineer) and compacted to at least 90 percent of the maximum dry density as determined in accordance with ASTM D1557 (Modified Proctor). The Geotechnical Engineer should approve all backfill material. Select material should be used when called for on the drawings, or when recommended by the Geotechnical Engineer. Care should be taken during backfill and compaction operations to maintain alignment and prevent damage to the joints. The backfill should be kept free from oversized material, chunks of highly plastic clay, or other unsuitable or deleterious material. Backfill soils should be non- expansive, non-corrosive, and compatible with native earth materials. Backfill materials and testing should be in accordance with the CBC (2016), and the requirements of the local governing jurisdiction. Pipe backfill areas should be graded and maintained in such a condition that erosion or saturation will not damage the pipe bedding or backfill. Flooding trench backfill is not recommended. Heavy equipment should not be operated over any pipe until it has been properly backfilled with a minimum of 2 to 3 feet of cover. The utility trench should be systematically backfilled to allow maximum time for natural settlement. Backfill should not occur over porous, wet, or spongy subgrade surfaces. Should these conditions exist, the areas should be removed, replaced and recompacted. 11.0 PLAN REVIEW Once detailed grading and foundation plans are available, they should be submitted to EEI for review and comment, to reduce the potential for discrepancies between plans and recommendations presented herein. If conditions are found to differ substantially from those stated, appropriate recommendations will be provided. Additional field studies may be warranted. Geotechnical Evaluation – Proposed Trojan Storage August 24, 2018 680 & 700 East McGlincy Lane, Campbell, California EEI Project AAA-72811.4 18 12.0 LIMITATIONS This Geotechnical Evaluation has been conducted in accordance with generally accepted geotechnical engineering principles and practices. Findings provided herein have been derived in accordance with current standards of practice, and no warranty is expressed or implied. Standards of practice are subject to change with time. This report has been prepared for the sole use of Urban Housing (Client), within a reasonable time from its authorization. Subject property conditions, land use (both onsite and offsite), or other factors may change as a result of manmade influences, and additional work may be required with the passage of time. This Geotechnical Evaluation should not be relied upon by other parties without the express written consent of EEI and the Client; therefore, any use or reliance upon this Geotechnical Evaluation by a party other than the Client should be solely at the risk of such third party and without legal recourse against EEI, its employees, officers, or directors, regardless of whether the action in which recovery of damages is brought or based upon contract, tort, statue, or otherwise. The Client has the responsibility to see that all parties to the project, including the designer, contractor, subcontractor, and building official, etc. are aware of this report in its complete form. This report contains information that may be used in the preparation of contract specifications; however, the report is not designed as a specification document, and may not contain sufficient information for use without additional assessment. EEI assumes no responsibility or liability for work or testing performed by others. In addition, this report may be subject to review by the controlling authorities. Geotechnical Evaluation – Proposed Trojan Storage August 24, 2018 680 & 700 East McGlincy Lane, Campbell, California EEI Project AAA-72811.4 19 13.0 REFERENCES Alliance Environmental and Soil Engineering (AES), 2005, “Proposed Commercial Development, 700 East McGlincey Lane, Campbell, California, Geotechnical Investigation” File No. 05-574-S, dated April 21, 2005. American Society of Civil Engineers (ASCE), 2010, Minimum Design Loads for Buildings and Other Structures, ASCE Document ASCE/SEI 7-10. American Society for Testing and Materials (ASTM), 2015, Annual Book of ASTM Standards, Volume 04.08, Construction: Soil and Rock (I), Standards D 420 - D 5876. California Building Code (CBC), 2016, California Code of Regulations, Title 24, Part 2, Volume 2 of 2, California Building Standards Commission, Based on 2015 International Building Code; 2016 California Historical Building Code, Title 24, Part 8; and 2016 California Existing Building Code, Title 24, Part 10, based on the 2015 International Building Code, effective January 1, 2017. California Department of Transportation (Caltrans), 1974, Highway Design Manual, dated October 1, 1974. California Division of Mines and Geology (CDMG), 2002, Seismic Hazard Zones Map for the San Jose West 7.5 Minute Quadrangle, Official Map – Released February 7, 2002, Scale: 1”=24,000. California Division of Mines and Geology (CDMG), 2002, Seismic Hazard Zone Report for the San Jose West 7.5 Minute Quadrangle, Santa Clara County, California, Seismic Hazard Zone Report 058. California Geological Survey (CGS), 2002, California Geomorphic Provinces Note 36, Electronic Copy, Revised December 2002. Dibblee, T.W. and Minch, J.A., 2007, Geologic Map of the Cupertino and San Jose West Quadrangles, Santa Clara and Santa Cruz Counties, California: Dibblee Geological Foundation Map DF-351, scale 1:24,000. Federal Emergency Management Agency (FEMA), 2009, Flood Insurance Rate Map 06085C0239H, Santa Clara County, California, effective May 18, 2009. GeoTracker Website, 2018, State Water Resources Control Board GeoTracker Website, website address <http://geotracker.waterboards.ca.gov/>, accessed July 2018. Google Earth®, 2018, Version 7.3.2 Hart, E.W., and Bryant, W.A. (Hart and Bryant), 1997, Fault-Rupture Hazard Zones in California: California Department of Conservation, Division of Mines and Geology, Special Publication 42. Ishihara, K. 1995, Effects of At – Depth Liquefaction on Embedded Foundations During Earthquakes, Proceedings of the Tenth Asian Regional Conference on Soil Mechanics and Foundation Engineering, August 29 through September 2, Beijing, China, Vol. 2, pp. 16-25. Geotechnical Evaluation – Proposed Trojan Storage August 24, 2018 680 & 700 East McGlincy Lane, Campbell, California EEI Project AAA-72811.4 20 Jordan Architects, Inc., 2018, Preliminary Site Plan, Brett Henry, Trojan Storage, Campbell, CA, 4 sheets, dated April 13, 2018. Jennings, C.W., and Bryant, W.A., (Jennings and Bryant) 2010, Fault Activity Map of California and Adjacent Areas: California Geologic Survey, Map Sheet No. 6, scale 1:750,000. United States Geological Survey (USGS), 2015, 7.5 Minute Topographic Map, San Jose West, California Quadrangle, scale 1:24,000. United States Geological Survey (USGS), 2008, 2008 National Seismic Hazard Maps – Online Fault Database Search, web address < http://earthquake.usgs.gov/hazards/products/conterminous/>, accessed July 2018. Geotechnical Evaluation – Proposed Trojan Storage August 24, 2018 680 & 700 East McGlincy Lane, Campbell, California EEI Project AAA-72811.4 FIGURES 0 1,400FT 2,800FT01,400FT 2,800FT Scale: 1" = 1,400' Note: All Locations Are Approximate FIGURE 1 SITE LOCATION MAP TROJAN STORAGE Proposed Commercial Development APNs: 412-35-040 & 412-35-039 680 & 700 McGlincy Lane City of Campbell, County of Santa Clara, CA EEI Project AAA-72811.4 Created August 2018 LEGEND Map Source: USGS, San Jose West, California 7.5 Minute Quadrangle map (USGS, 2015) SITE LOCATION 0 60 FT 120 FT 240 FT060 FT 120 FT 240 FT Scale: 1" = 120' Note: All Locations Are Approximate FIGURE 2 AERIAL SITE MAP TROJAN STORAGE Proposed Commercial Development APNs: 412-35-040 & 412-35-039 680 & 700 McGlincy Lane City of Campbell, County of Santa Clara, CA EEI Project AAA-72811.4 Created August 2018 LEGEND Source: Google Earth, 2018; Image Date: May 9, 2018 SUBJECT PROPERTY BOUNDARY FIGURE 3 FIELD EXPLORATION MAP TROJAN STORAGE Proposed Commercial Development APNs: 412-35-040 & 412-35-039 680 & 700 McGlincy Lane City of Campbell, County of Santa Clara, CA EEI Project AAA-72811.4 Created August 2018 LEGEND Source: Jordan Architects, Inc., 2018 0 25 FT 50 FT 100 FT025 FT 50 FT 100 FT Scale: 1" = 50' Note: All Locations Are Approximate 0 25 FT 50 FT 100 FT Scale: 1" = 50' Note: All Locations Are Approximate B-4/P-1 B-1 B-3 B-2 Approximate Boring Location B-1 B-4 B-5 B-3 B-1 B-2 CPT-2 CPT-4 CPT-3 CPT-1 CPT-1 Approximate CPT Location Geotechnical Evaluation – Proposed Trojan Storage August 24, 2018 680 & 700 East McGlincy Lane, Campbell, California EEI Project AAA-72811.4 APPENDIX A SOIL CLASSIFICATION CHART AND BORING LOGS South Melr o se DriveSYMBOLSGRAPHLETTERTYPICAL DESCRIPTIONSMAJOR DIVISIONSGWGPGMGCSWSPSMSCMLCLOLMHCHOHCOARSEGRAINEDSOILSGRAVELANDGRAVELLYSOILSCLEANGRAVELS(LESS THAN 5% PASSING #200 Sieve)GRAVELS WITHFINESGREATER THAN 50%OF COARSEFRACTIONPASSING NO.4 SEIVEWELL-GRADED GRAVELS, GRAVEL- SAND MIXTURESPOORLY-GRADED GRAVELS, GRAVEL-SAND MIXTURESSILTY-GRAVELS, GRAVEL-SAND-SILT MIXTURESCLAYEY-GRAVELS, GRAVEL-SAND-CLAY MIXTURESWELL-GRADED SANDS,GRAVELLY-SANDS,LITTLE OR NO FINESCLEAN SANDSSANDS WITH FINESSANDANDSANDYSOILSGREATER THAN 50%OF COARSEFRACTIONPASSING NO.4 SEIVEMORE THAN 50%OF MATERIAL ISLARGER THAN NO. 200 SIEVESIZEPOORLY-GRADED SANDS, GRAVELLY-SANDS, LITTLE OR NO FINESSILTY-SANDSCLAYEY-SANDSFINEGRAINEDSOILSSILTSANDCLAYSLIQUID LIMITLESS THAN 50SILTSANDCLAYSLIQUID LIMITGREATER THAN 50MORE THAN 50%OF MATERIAL ISSMALLER THAN NO. 200 SIEVESIZEINORGANIC SILTS, VERY FINE SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, LEAN CLAYSORGANIC SILTS AND ORGANIC CLAYS WITH LOW PLASTICITYINORGANIC SILTS, MICACEOUS ORDIATOMACEOUS FINE SAND OR VOCANIC ASHINORGANIC CLAYS WITH HIGH PLASTICITYORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTSSAMPLER TYPESSPTModified California (2.5" I.D.)BulkShelby TubeRock CoreOTHER TESTSCOR – CorrosivityCD – Consolidated Drained TriaxialCON – ConsolidationDS – Direct ShearRV – R-ValueSA – Sieve AnalysisATT – Atterberg Limit (Plasticity Index)TV – Torvane ShearUU – Unconsolidated Undrained TriaxialPLASTICITY CHARTPlasticity Index (%)00Liquid Limit (%)1020304050607080102030405060708090100110120CL-MLCL“A” LINECHOH & MHWater LevelPENETRATION RESISTANCE(Recorded As Blows/Foot)SAND & GRAVELSILT & CLAYRelative DensityVery LooseLooseMedium DenseDenseVery DenseBlows/Foot* N0-44-1010-3030-50Over 50ConsistencyVery SoftSoftMedium StiffStiffVery StiffBlows/Foot* N0 - 22 - 44 - 8Over 308 - 15Hard15 - 30Strength**(KSF)0 – 0.50.5 – 1.01.0 – 2.0Over 8.02.0 – 4.04.0 – 8.0* Number of blows of 140LB hammer falling 30 inches to drive a 2 inch O.D. (1-3/8 inch I.D.) split barrel sampler the last 12 inches of an 18-inch drive (ASTM-1586 Standard Penetration Test)6060** Undrained shear strength in kips/sq. ft. As determined by laboratory testing or approximated by the standard penetration test, pocket penetrometer, torvane, or visual observationUNIFIED SOIL CLASSIFICATION (ASTM D-2487-98)Geotechnical & Environmental SolutionsLEGEND TO SOIL DESCRIPTIONSAPPENDIX AEI – Expansion IndexMAX – Maximum Density-#200 - Percent Passing #200 SieveHigh PlasticityLow Plasticity(GREATER THAN 12% PASSING #200 Sieve)(LESS THAN 5% PASSING #200 Sieve)(GREATER THAN 12% PASSING #200 Sieve) MC BULK SPT MC SPT MC SPT MC SPT 2 4 8 8 117 108 101 103 252927 997 7910 121416 2850 for 3" 404142 50 for 5" 3450 4.4 11.2 DS #200 #200 31 16 10 30 83 GP GM SM GC UNIMPROVED GRAVEL SURFACE 1' thick gravel surface ALLUVIUM@ 1' SILTY SANDY GRAVEL, light brown, slightly moist, medium dense, medium to coarse-grained sand, fine to medium gravel, slightlyoxidized, trace clay @ 6' GRAVELLY SILTY SAND, light brown mottled, slightly moist,medium dense, fine to coarse-grained sand, 20 - 30% fine to medium gravel, trace clay @ 9' thin layers of brown silt, increase in clay, very moist @ 18.5' CLAYEY SANDY GRAVEL, light brown mottled, very moist,dense, slight plasticity, medium to coarse-grained sand, oxidation, fine to coarse gravel up to 3" in diameter @ 23.5' light orangish-gray to light grayish-brown, less clay COMPLETED 7/20/18DATE STARTED 7/20/18 LOGGED BY CCC GROUND ELEVATION EQUIPMENT / RIG Truck Mounted CME-55 METHOD 6.0" Hollow Stem Auger 140 lb Auto Hammer CHECKED BY HAMMER EFFICIENCY (%)60 SPT CORRECTION 1.00 CAL CORRECTION 0.55 GROUNDWATER DEPTH (ft)Not Encountered BORING DIAMETER 6" NOTES (Continued Next Page)GRAPHICLOGSAMPLE TYPEMOISTURECONTENT (%)DRY DENSITY(pcf)PENETRATIONRESISTANCE(blows/6-inches)FINES CONTENT(%)DEPTH(ft)0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 OTHER TESTSSPT N60POCKET PEN(tsf)USCSSYMBOLATTERBERG LIMITS(PI:LL)MATERIAL DESCRIPTION PAGE 1 OF 2 BORING NUMBER B-1 PROJECT NAME Proposed Commercial Development PROJECT LOCATION 700 E. McGlincy Ln., Campbell CA CLIENT Trojan Storage PROJECT NUMBER AAA-72811.4 GEOTECH LOG - COLUMNS AAA-72811.4.GPJ GINT STD US LAB.GDT 8/21/18 SPT 4250 for 5" GC @ 18.5' CLAYEY SANDY GRAVEL, light brown mottled, very moist, dense, slight plasticity, medium to coarse-grained sand, oxidation, fineto coarse gravel up to 3" in diameter(continued) Total depth: 40'No groundwater encounteredBackfilled with native soilsGRAPHICLOG SAMPLE TYPEMOISTURECONTENT (%)DRY DENSITY(pcf)PENETRATIONRESISTANCE(blows/6-inches)FINES CONTENT(%)DEPTH(ft)35 36 37 38 39 40 OTHER TESTSSPT N60POCKET PEN(tsf)USCSSYMBOLATTERBERG LIMITS(PI:LL)MATERIAL DESCRIPTION PAGE 2 OF 2 BORING NUMBER B-1 PROJECT NAME Proposed Commercial Development PROJECT LOCATION 700 E. McGlincy Ln., Campbell CA CLIENT Trojan Storage PROJECT NUMBER AAA-72811.4 GEOTECH LOG - COLUMNS AAA-72811.4.GPJ GINT STD US LAB.GDT 8/21/18 NR SPT MC SPT MC 3 5 119 115 231614 113034 312925 111416 50 for 6" 17 64 30 30 GP GM SM GM UNIMPROVED GRAVEL SURFACE 1.5' thick gravel surface ALLUVIUM@ 1.5' SILTY SANDY GRAVEL, light brown, slightly moist, mediumdense, medium to coarse-grained sand, fine to medium <2" diameter subangular-subrounded gravel, slightly oxidized, trace clay@ 3' No recovery @ 13.5' GRAVELLY SILTY SAND, light brown mottled, moist, mediumdense, fine to coarse-grained sand, fine to medium gravel, trace clay @ 18.5' SILTY SANDY GRAVEL, gray-brown mottled, moist, dense,medium to coarse sand, fine to medium gravel, trace clay Total depth: 19' No groundwater encounteredBackfilled with native soils COMPLETED 7/20/18DATE STARTED 7/20/18 LOGGED BY CCC GROUND ELEVATION EQUIPMENT / RIG Truck Mounted CME-55 METHOD 6.0" Hollow Stem Auger 140 lb Auto Hammer CHECKED BY HAMMER EFFICIENCY (%)60 SPT CORRECTION 1.00 CAL CORRECTION 0.55 GROUNDWATER DEPTH (ft)Not Encountered BORING DIAMETER 6" NOTES GRAPHICLOGSAMPLE TYPEMOISTURECONTENT (%)DRY DENSITY(pcf)PENETRATIONRESISTANCE(blows/6-inches)FINES CONTENT(%)DEPTH(ft)0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 OTHER TESTSSPT N60POCKET PEN(tsf)USCSSYMBOLATTERBERG LIMITS(PI:LL)MATERIAL DESCRIPTION PAGE 1 OF 1 BORING NUMBER B-2 PROJECT NAME Proposed Commercial Development PROJECT LOCATION 700 E. McGlincy Ln., Campbell CA CLIENT Trojan Storage PROJECT NUMBER AAA-72811.4 GEOTECH LOG - COLUMNS AAA-72811.4.GPJ GINT STD US LAB.GDT 8/21/18 MC SPT MC SPT SPT 9 6 104 102 344921 81216 554 252636 3650 39 28 5 62 GP GM GC UNIMPROVED GRAVEL SURFACE 1.5' thick gravel surface ALLUVIUM@ 1.5' SILTY SANDY GRAVEL, brown mottled, slightly moist, loose tomedium dense, medium to coarse-grained sand, fine to medium <2" diameter subangular-subrounded gravel, slightly oxidized, trace clay @ 5' Generally fine to coarse sand, mainly fine <1" gravel @ 13.5' Becomes dark gray-brown, increased gravel fraction, fine tomedium gravel, medium to coarse sand, trace clay @ 18.5' CLAYEY SANDY GRAVEL, brown to gray-brown mottled,moist, dense, medium to coarse sand, slight plasticity, fine to coarse gravel, oxidation Total depth: 19.5' No groundwater encounteredBackfilled with native soils COMPLETED 7/20/18DATE STARTED 7/20/18 LOGGED BY CCC GROUND ELEVATION EQUIPMENT / RIG Truck Mounted CME-55 METHOD 6.0" Hollow Stem Auger 140 lb Auto Hammer CHECKED BY HAMMER EFFICIENCY (%)60 SPT CORRECTION 1.00 CAL CORRECTION 0.55 GROUNDWATER DEPTH (ft)Not Encountered BORING DIAMETER 6" NOTES GRAPHICLOGSAMPLE TYPEMOISTURECONTENT (%)DRY DENSITY(pcf)PENETRATIONRESISTANCE(blows/6-inches)FINES CONTENT(%)DEPTH(ft)0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 OTHER TESTSSPT N60POCKET PEN(tsf)USCSSYMBOLATTERBERG LIMITS(PI:LL)MATERIAL DESCRIPTION PAGE 1 OF 1 BORING NUMBER B-3 PROJECT NAME Proposed Commercial Development PROJECT LOCATION 700 E. McGlincy Ln., Campbell CA CLIENT Trojan Storage PROJECT NUMBER AAA-72811.4 GEOTECH LOG - COLUMNS AAA-72811.4.GPJ GINT STD US LAB.GDT 8/21/18 MC BULK MC MC SPT SPT 3 4 4 110 115 123 413423 142426 232526 162841 50 for 6" 31 28 28 69 GP GM UNIMPROVED GRAVEL SURFACE 2' thick gravel surface ALLUVIUM @ 2' SILTY SANDY GRAVEL, grayish-brown, slightly moist, loose todense, medium to coarse-grained sand, fine to medium <1.5" diameter subangular-subrounded gravel, slightly oxidized @ 9' gravel to 3" diameter, minor clay @ 18.5' moist to very moist, with increase in clay Total depth: 19' No groundwater encounteredBackfilled with native soils COMPLETED 7/20/18DATE STARTED 7/20/18 LOGGED BY CCC GROUND ELEVATION EQUIPMENT / RIG Truck Mounted CME-55 METHOD 6.0" Hollow Stem Auger 140 lb Auto Hammer CHECKED BY HAMMER EFFICIENCY (%)60 SPT CORRECTION 1.00 CAL CORRECTION 0.55 GROUNDWATER DEPTH (ft)Not Encountered BORING DIAMETER 6" NOTES GRAPHICLOGSAMPLE TYPEMOISTURECONTENT (%)DRY DENSITY(pcf)PENETRATIONRESISTANCE(blows/6-inches)FINES CONTENT(%)DEPTH(ft)0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 OTHER TESTSSPT N60POCKET PEN(tsf)USCSSYMBOLATTERBERG LIMITS(PI:LL)MATERIAL DESCRIPTION PAGE 1 OF 1 BORING NUMBER B-4 PROJECT NAME Proposed Commercial Development PROJECT LOCATION 700 E. McGlincy Ln., Campbell CA CLIENT Trojan Storage PROJECT NUMBER AAA-72811.4 GEOTECH LOG - COLUMNS AAA-72811.4.GPJ GINT STD US LAB.GDT 8/21/18 NR BULK MC NR MC SPT MC SPT MC NR 3 6 10 17 121 119 112 117 262725 313341 202226 213133 202431 50 for 6" 362530 162550 for 5" 50 for 2" 71.0 #200 ATT 29 41 26 35 55 55 GP GM GC GC-CL 15:22 UNIMPROVED GRAVEL SURFACE 2' thick gravel surface ALLUVIUM @ 2' SILTY SANDY GRAVEL, grayish-brown, slightly moist, mediumdense to dense, medium to coarse-grained sand, fine to medium <1.5" diameter subangular-subrounded gravel, slightly oxidized@ 2.5' No recovery @ 7' No recovery @ 13.5' very moist, trace clay, coarse sand @ 18.5' CLAYEY SANDY GRAVEL, brown mottled, moist, dense,medium to coarse-grained sand, fine to medium gravel @ 24' CLAYEY SANDY GRAVEL with interbedded light brown SILTYCLAY @ 33.5' No recovery COMPLETED 7/20/18DATE STARTED 7/20/18 LOGGED BY CCC GROUND ELEVATION EQUIPMENT / RIG Truck Mounted CME-55 METHOD 6.0" Hollow Stem Auger 140 lb Auto Hammer CHECKED BY HAMMER EFFICIENCY (%)60 SPT CORRECTION 1.00 CAL CORRECTION 0.55 GROUNDWATER DEPTH (ft)Not Encountered BORING DIAMETER 6" NOTES (Continued Next Page)GRAPHICLOGSAMPLE TYPEMOISTURECONTENT (%)DRY DENSITY(pcf)PENETRATIONRESISTANCE(blows/6-inches)FINES CONTENT(%)DEPTH(ft)0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 OTHER TESTSSPT N60POCKET PEN(tsf)USCSSYMBOLATTERBERG LIMITS(PI:LL)MATERIAL DESCRIPTION PAGE 1 OF 2 BORING NUMBER B-5 PROJECT NAME Proposed Commercial Development PROJECT LOCATION 700 E. McGlincy Ln., Campbell CA CLIENT Trojan Storage PROJECT NUMBER AAA-72811.4 GEOTECH LOG - COLUMNS AAA-72811.4.GPJ GINT STD US LAB.GDT 8/21/18 SPT 4850 for 3" GC-CL GC @ 24' CLAYEY SANDY GRAVEL with interbedded light brown SILTY CLAY(continued) @ 38.5' CLAYEY SANDY GRAVEL, brown mottled, moist to verymoist, dense, medium to coarse-grained sand, fine to medium gravel; refusal at 39.5' Total depth; refusal: 39.5'No groundwater encounteredBackfilled with native soilsGRAPHICLOG SAMPLE TYPEMOISTURECONTENT (%)DRY DENSITY(pcf)PENETRATIONRESISTANCE(blows/6-inches)FINES CONTENT(%)DEPTH(ft)35 36 37 38 39 OTHER TESTSSPT N60POCKET PEN(tsf)USCSSYMBOLATTERBERG LIMITS(PI:LL)MATERIAL DESCRIPTION PAGE 2 OF 2 BORING NUMBER B-5 PROJECT NAME Proposed Commercial Development PROJECT LOCATION 700 E. McGlincy Ln., Campbell CA CLIENT Trojan Storage PROJECT NUMBER AAA-72811.4 GEOTECH LOG - COLUMNS AAA-72811.4.GPJ GINT STD US LAB.GDT 8/21/18 Geotechnical Evaluation – Proposed Trojan Storage August 24, 2018 680 & 700 East McGlincy Lane, Campbell, California EEI Project AAA-72811.4 APPENDIX B LABORATORY TEST DATA Geotechnical Evaluation – Proposed Trojan Storage August 24, 2018 680 & 700 East McGlincy Lane, Campbell, California EEI Project AAA-72811.4 LABORATORY TEST DATA Laboratory tests were performed to provide geotechnical parameters for engineering analyses. The following tests were performed: • CLASSIFICATION: Field classifications were verified in the laboratory by visual examination. The final soil classifications are in accordance with the Unified Soil Classification System. • MOISTURE CONTENT and DRY DENSITY: The in-situ moisture content and dry density of soils was determined for soil samples obtained from the borings, and were determined in general accordance with ASTM D2216 and ASTM 2937, respectively. • GRAIN SIZE DISTRIBUTION: The grain size distribution was determined on selected samples in accordance with ASTM D422. • CORROSIVITY: Corrosion testing of representative soil samples included sulfate potential by California Test 417, chloride potential by California Test 422, and soil minimum resistivity and pH by California Test 643. The sample was tested at the Cooper Testing Labs of Palo Alto, California. • ATTERBERG LIMITS: The Atterberg limits were determined in accordance with ASTM D4318. • DIRECT SHEAR STRENGTH: The direct shear strength of a representative soil sample was determined in accordance with ASTM D3080. Attn: Environmental Equalizer, Inc. 216 Mt. Rose Street Stan Lau Reno, NV 89408 8/9/2018 1807902OrderID: Dear:Stan Lau Sincerely, This is to transmit the attached analytical report. The analytical data and information contained therein was generated using specified or selected methods contained in references, such as Standard Methods for the Examination of Water and Wastewater, online edition, Methods for Determination of Organic Compounds in Drinking Water, EPA-600/4-79-020, and Test Methods for Evaluation of Solid Waste, Physical/Chemical Methods (SW846) Third Edition. The samples were received by WETLAB-Western Environmental Testing Laboratory in good condition on 7/27/2018. Additional comments are located on page 2 of this report. If you should have any questions or comments regarding this report, please do not hesitate to call. Andy Smith QA Manager Page 1 of 4 Western Environmental Testing Laboratory Report Comments Environmental Equalizer, Inc. - 1807902 Report Legend B Blank contamination; Analyte detected above the method reporting limit in an associated blank-- D Due to the sample matrix dilution was required in order to properly detect and report the analyte. The reporting limit has been adjusted accordingly. -- HT Sample analyzed beyond the accepted holding time-- J The reported value is between the laboratory method detection limit and the laboratory practical quantitation limit-- M The matrix spike/matrix spike duplicate (MS/MSD) values for the analysis of this parameter were outside acceptance criteria due to probable matrix interference. The reported result should be considered an estimate. -- N There was insufficient sample available to perform a spike and/or duplicate on this analytical batch.-- NC Not calculated due to matrix interference-- QD The sample duplicate or matrix spike duplicate analysis demonstrated sample imprecision. The reported result should be considered an estimate. -- QL The result for the laboratory control sample (LCS) was outside WETLAB acceptance criteria and reanalysis was not possible. The reported data should be considered an estimate. -- S Surrogate recovery was outside of laboratory acceptance limits due to matrix interference. The associated blank and LCS surrogate recovery was within acceptance limits -- SC Spike recovery not calculated. Sample concentration >4X the spike amount; therefore, the spike could not be adequately recovered -- U The analyte was analyzed for, but was not detected above the level of the reported sample reporting/quantitation limit-- Per method recommendation (section 4.4), Samples analyzed by methods EPA 300.0 and EPA 300.1 have been filtered prior to analysis. The following is an interpretation of the results from EPA method 9223B: A result of zero (0) indicates absence for both coliform and Escherichia coli meaning the water meets the microbiological requirements of the U.S. EPA Safe Drinking Water Act (SDWA). A result of one (1) for either test indicates presence and the water does not meet the SDWA requirements. Waters with positive tests should be disinfected by a certified water treatment operator and retested. Per federal regulation the holding time for the following parameters in aqueous/water samples is 15 minutes: Residual Chlorine, pH, Dissolved Oxygen, Sulfite. General Lab Comments None Specific Report Comments Page 2 of 4 Environmental Equalizer, Inc. - 1807902 Attn: Environmental Equalizer, Inc. 216 Mt. Rose Street (775) 525-4660 Stan Lau Date Printed:8/9/2018 1807902OrderID: Phone:Fax: Reno, NV 89408 Trojan Storage / AAA-72811-4PO\Project: Western Environmental Testing Laboratory Analytical Report 1807902-001WETLAB Sample ID: Customer Sample ID: Receive Date:7/27/2018 13:30 Collect Date/Time:7/20/2018 10:30B-1 2-6 Feet MethodAnalyte Results Units RL AnalyzedDF LabID General Chemistry SW846 9045D 8/2/2018pH Units8.460 1Paste pH NV00925 SM 2510B 8/3/2018ohms.cm 1.034001Resistivity NV00925 Anions by Ion Chromatography EPA 300.0 8/2/2018mg/kg 101010Chloride NV00925 EPA 300.0 8/2/2018mg/kg 106810Sulfate NV00925 Sample Preparation WL 10.0 7/30/2018Complete110:1 DI Water Extraction NV00925 CSTPM S:1.0 8/2/2018Complete1Saturated Paste Preparation NV00925 Page 3 of 4DF=Dilution Factor, RL=Reporting Limit, ND=Not Detected or <RL Environmental Equalizer, Inc. - 1807902 Western Environmental Testing Laboratory QC Report QCBatchID QCType Parameter Method Result UnitsActual% Rec QC18080113 Blank 1 Chloride EPA 300.0 mg/LND Sulfate EPA 300.0 mg/LND QC18080124 Blank 1 Resistivity SM 2510B ohms.cmND QCBatchID QCType Parameter Method Result UnitsActual% Rec QC18080072 LCS 1 Paste pH SW846 9045D ph Units7.060 7.00 101 QC18080113 LCS 1 Chloride EPA 300.0 mg/L10.2 10.0 102 Sulfate EPA 300.0 mg/L25.0 25.0 100 QC18080124 LCS 1 Resistivity SM 2510B ohms.cm14561412103 QCBatchID QCType Parameter Method Sample Result Units Duplicate Result RPD Duplicate Sample QC18080072 Duplicate 1 Paste pH SW846 9045D pH Units8.46 8.460 <1%1807902-001 QC18080124 Duplicate 1 Resistivity SM 2510B ohms.cm34483460 <1%1807902-001 Method Units RPD % Spike Sample Sample Result MS Result MSD Result Spike Value MS %Rec MSD %RecParameterQCBatchID QCType QC18080113 MS 1 Chloride EPA 300.0 5.68 5.71 mg/LND51807905-036 110 111 <1 Sulfate EPA 300.0 12.3 12.1 mg/LND101807905-036 NC NC NCM QC18080113 MS 2 Chloride EPA 300.0 5.79 5.68 mg/LND51808100-002 115 113 2 Sulfate EPA 300.0 11.5 11.3 mg/LND101808100-002 114 113 2 Page 4 of 4DF=Dilution Factor, RL=Reporting Limit, ND=Not Detected or <RL % pcf % φ =43 deg.c =94 psf 2195 Faraday Avenue, Suite K, Carlsbad, CA 92008 Remarks:Sample inundated prior to testing Remolded: Soil Description:Lt. Brown Silty Sandy GRAVEL (GM) DIRECT SHEAR TEST (ASTM D3080) Soil Description: Tested by: Trojan Storage Proposed Storage Facility AAA-72811.4 7/31/18 B-1 3-4.5 ft. Lt. Brown Silty Sandy GRAVEL (GM) BD Client: Project Name: Project No.: Date: Boring/Sample No: Depth/Location: 13.9 Peak Strength Average Initial Moisture = Average Dry Density = Average Final Moisture = 5.3 113.4 Test Results Sample Data Natural @B-1 3-4.5 ft. 0 500 1000 1500 2000 2500 3000 3500 0 500 1000 1500 2000 2500 3000 3500SHEAR STRESS (PSF)NORMAL STRESS (PSF) SHEAR TEST DIAGRAM 1 2 3 1 2 2 P0 P14 P13 P16 P9 P40 4.35 4.31 4.28 4.36 4.32 7.42 17.44 16.78 20.82 9.77 10.75 16.60 15.24 14.60 17.80 9.43 10.37 16.03 35 30 20 20.2 21.2 22.3 6.7 6.3 6.6 21.7 6.5 15.2 N/P Dry Weight of Soil and Container (g) Number of Blows Moisture Content (%) Liquid Limit B-5 @ 28.5'-30' Test Number Container Number Weight of Container (g) Wet Weight of Soil and Container (g) Sample 2195 Faraday Avenue, Suite K, Carlsbad, CA 92008 Date: Boring Number: Depth: 28.5'-30' Client: Job Number: LIQUID LIMIT, PLASTIC LIMIT, AND PLASTICITY INDEX ASTM METHOD D 4318 Trojan Storage Project Name: Soil Description: Tested by: Proposed Storage Facility AAA-72811.4 7/30/18 B-5 Plastic Limit = Plasticity Index = Liquid Limit = Classification: Plastic Limit Well - Graded SAND with Silt (SM-SW) S. Lau Geotechnical Evaluation – Proposed Trojan Storage August 24, 2018 680 & 700 East McGlincy Lane, Campbell, California EEI Project AAA-72811.4 APPENDIX C EARTHWORK AND GRADING GUIDELINES 2195 Faraday Avenue • Suite K • Carlsbad, California 92008-7207 • Ph: 760-431-3747 • Fax: 760-431-3748 • www.eeitiger.com EARTHWORK AND GRADING GUIDELINES GENERAL These guidelines present general procedures and recommendations for earthwork and grading as required on the approved grading plans, including preparation of areas to be filled, placement of fill and installation of subdrains and excavations. The recommendations contained in the geotechnical report are applicable to each specific project, are part of the earthwork and grading guidelines and would supersede the provisions contained hereafter in the case of conflict. Observations and/or testing performed by the consultant during the course of grading may result in revised recommendations which could supersede these guidelines or the recommendations contained in the geotechnical report. Figures A through O are provided at the back of this appendix, exhibiting generalized cross sections relating to these guidelines. The contractor is responsible for the satisfactory completion of all earthworks in accordance with provisions of the project plans and specifications. The project soil engineer and engineering geologist (geotechnical consultant) or their representatives should provide observation and testing services, and geotechnical consultation throughout the duration of the project. EARTHWORK OBSERVATIONS AND TESTING Geotechnical Consultant Prior to the commencement of grading, a qualified geotechnical consultant (a soil engineer and engineering geologist) should be employed for the purpose of observing earthwork procedures and testing the fills for conformance with the recommendations of the geotechnical report, the approved grading plans, and applicable grading codes and ordinances. The geotechnical consultant should provide testing and observation so that determination may be made that the work is being completed as specified. It is the responsibility of the contractor to assist the consultant and keep them aware of work schedules and predicted changes, so that the consultant may schedule their personnel accordingly. All removals, prepared ground to receive fill, key excavations, and subdrains should be observed and documented by the project engineering geologist and/or soil engineer prior to placing any fill. It is the contractor’s responsibility to notify the engineering geologist and soil engineer when such areas are ready for observation. Earthwork and Grading Guidelines 2 Laboratory and Field Tests Maximum dry density tests to determine the degree of compaction should be performed in accordance with American Standard Testing Materials test method ASTM designation D-1557-78. Random field compaction tests should be performed in accordance with test method ASTM designations D-1556-82, D-2937 or D-2922 & D-3017, at intervals of approximately two (2) feet of fill height per 10,000 sq. ft. or every one thousand cubic yards of fill placed. These criteria would vary depending on the soil conditions and the size of the project. The location and frequency of testing would be at the discretion of the geotechnical consultant Contractor’s Responsibility All clearing, site preparation, and earthwork performed on the project should be conducted by the contractor, with observation by geotechnical consultants and staged approval by the appropriate governing agencies. It is the contractor’s responsibility to prepare the ground surface to receive the fill to the satisfaction of the soil engineer, and to place, spread, moisture condition, mix and compact the fill in accordance with the recommendations of the soil engineer. The contractor should also remove all major deleterious material considered unsatisfactory by the soil engineer. It is the sole responsibility of the contractor to provide adequate equipment and methods to accomplish the earthwork in accordance with applicable grading guidelines, codes or agency ordinances, and approved grading plans. Sufficient watering apparatus and compaction equipment should be provided by the contractor with due consideration for the fill material, rate of placement, and climatic conditions. If, in the opinion of the geotechnical consultant, unsatisfactory conditions such as questionable weather, excessive oversized rock, deleterious material or insufficient support equipment are resulting in a quality of work that is not acceptable, the consultant will inform the contractor, and the contractor is expected to rectify the conditions, and if necessary, stop work until conditions are satisfactory. The contractor will properly grade all surfaces to maintain good drainage and prevent ponding of water. The contractor will take action to control surface water and to prevent erosion control measures that have been installed. SITE PREPARATION All vegetation including brush, trees, thick grasses, organic debris, and other deleterious material should be removed and disposed of offsite, and must be concluded prior to placing fill. Existing fill, soil, alluvium, colluvium, or rock materials determined by the soil engineer or engineering geologist as unsuitable for structural in-place support should be removed prior to fill placement. Depending upon the soil conditions, these materials may be reused as compacted fills. Any materials incorporated as part of the compacted fills should be approved by the soil engineer. Any underground structures such as cesspools, cisterns, mining shafts, tunnels, septic tanks, wells, pipelines, or other structures not located prior to grading are to be removed or treated in a manner recommended by the soil engineer. Soft, dry, spongy, highly fractured, or otherwise unsuitable ground extending to such a depth that surface processing cannot adequately improve the condition should be over excavated down to firm ground and approved by the soil engineer before compaction and filling operations continue. Over excavated and processed soils which have been properly mixed and moisture-conditioned should be recompacted to the minimum relative compaction as specified in these guidelines. Earthwork and Grading Guidelines Existing ground which is determined to be satisfactory for support of the fills should be scarified to a minimum depth of six (6) inches, or as directed by the soil engineer. After the scarified ground is brought to optimum moisture (or greater) and mixed, the materials should be compacted as specified herein. If the scarified zone is greater than 6 inches in depth, it may be necessary to remove the excess and place the material in lifts restricted to six (6) inches in compacted thickness. Existing grind which is not satisfactory to support compacted fill should be over excavated as required in the geotechnical report or by the onsite soils engineer and/or engineering geologists. Scarification, discing, or other acceptable form of mixing should continue until the soils are broken down and free of large fragments or clods, until the working surface is reasonably uniform and free from ruts, hollows, hummocks, or other uneven features which would inhibit compaction as described above. Where fills are to be placed on ground with slopes steeper than 5:1 (horizontal to vertical) gradient, the ground should be benched. The lowest bench, which will act as a key, should be a minimum of 12 feet wide and should be at least two (2) feet deep into competent material, approved by the soil engineer and/or engineering geologist. In fill over cut slope conditions, the recommended minimum width of the lowest bench or key is at least 15 feet with the key excavated on competent material, as designated by the Geotechnical Consultant. As a general rule, unless superseded by the Soil Engineer, the minimum width of fill keys should be approximately equal to one-half (½) the height of the slope. Standard benching is typically four feet (minimum) vertically, exposing competent material. Benching may be used to remove unsuitable materials, although it is understood that the vertical height of the bench may exceed four feet. Pre stripping may be considered for removal of unsuitable materials in excess of four feet in thickness. All areas to receive fill, including processed areas, removal areas, and toe of fill benches should be observed and approved by the soil engineer and/or engineering geologist prior to placement of fill. Fills may then be properly placed and compacted until design grades are attained. COMPACTED FILLS Earth materials imported or excavated on the property may be utilized as fill provided that each soil type has been accepted by the soil engineer. These materials should be free of roots, tree branches, other organic matter or other deleterious materials. All unsuitable materials should be removed from the fill as directed by the soil engineer. Soils of poor gradation, undesirable expansion potential, or substandard strength characteristics may be designated unsuitable by the consultant and may require mixing with other earth materials to serve as a satisfactory fill material. Fill materials generated from benching operations should be dispersed throughout the fill area. Benching operations should not result in the benched material being placed only within a single equipment width away from the fill/bedrock contact. 3 Earthwork and Grading Guidelines Oversized materials, defined as rock or other irreducible materials with a maximum size exceeding 12 inches in one dimension, should not be buried or placed in fills unless the location of materials and disposal methods are specifically approved by the soil engineer. Oversized material should be taken offsite or placed in accordance with recommendations of the soil engineer in areas designated as suitable for rock disposal. Oversized material should not be placed vertically within 10 feet of finish grade or horizontally within 20 feet of slope faces. To facilitate trenching, rock should not be placed within the range of foundation excavations or future utilities unless specifically approved by the soil engineer and/or the representative developers. If import fill material is required for grading, representative samples of the material should be analyzed in the laboratory by the soil engineer to determine its physical properties. If any material other than that previously analyzed is imported to the fill or encountered during grading, analysis of this material should be conducted by the soil engineer as soon as practical. Fill material should be placed in areas prepared to receive fill in near-horizontal layers that should not exceed six (6) inches compacted in thickness. The soil engineer may approve thicker lifts if testing indicates the grading procedures are such that adequate compaction is being achieved. Each layer should be spread evenly and mixed to attain uniformity of material and moisture suitable for compaction. Fill materials at moisture content less than optimum should be watered and mixed, and “wet” fill materials should be aerated by scarification, or should be mixed with drier material. Moisture conditioning and mixing of fill materials should continue until the fill materials have uniform moisture content at or above optimum moisture. After each layer has been evenly spread, moisture-conditioned and mixed, it should be uniformly compacted to a minimum of 90 percent of maximum density as determined by ASTM test designation, D 1557-78, or as otherwise recommended by the soil engineer. Compaction equipment should be adequately sized and should be reliable to efficiently achieve the required degree of compaction. Where tests indicate that the density of any layer of fill, or portion thereof, is below the required relative compaction or improper moisture content, the particular layer or portion will be reworked until the required density and/or moisture content has been attained. No additional fill will be placed in an area until the last placed lift of fill has been tested and found to meet the density and moisture requirements, and is approved by the soil engineer. Compaction of slopes should be accomplished by over-building the outside edge a minimum of three (3) feet horizontally, and subsequently trimming back to the finish design slope configuration. Testing will be performed as the fill is horizontally placed to evaluate compaction as the fill core is being developed. Special efforts may be necessary to attain the specified compaction in the fill slope zone. Final slope shaping should be performed by trimming and removing loose materials with appropriate equipment. A final determination of fill slope compaction should be based on observation and/or testing of the finished slope face. 4 Earthwork and Grading Guidelines If an alternative to over-building and cutting back the compacted fill slope is selected, then additional efforts should be made to achieve the required compaction in the outer 10 feet of each lift of fill by undertaking the following: • Equipment consisting of a heavy short-shanked sheepsfoot should be used to roll (horizontal) parallel to the slopes continuously as fill is placed. The sheepsfoot roller should also be used to roll perpendicular to the slopes, and extend out over the slope to provide adequate compaction to the face slope. • Loose fill should not be spilled out over the face of the slope as each lift is compacted. Any loose fill spilled over a previously completed slope face should be trimmed off or be subject to re-rolling. • Field compaction tests will be made in the outer two (2) to five (5) feet of the slope at two (2) to three (3) foot vertical intervals, subsequent to compaction operations. • After completion of the slope, the slope face should be shaped with a small dozer and then re-rolled with a sheepsfoot to achieve compaction to near the slope face. Subsequent to testing to verify compaction, the slopes should be grid-rolled to achieve adequate compaction to the slope face. Final testing should be used to confirm compaction after grid rolling. • Where testing indicates less than adequate compaction, the contractor will be responsible to process, moisture condition, mix and recompact the slope materials as necessary to achieve compaction. Additional testing should be performed to verify compaction. • Erosion control and drainage devices should be designed by the project civil engineer in compliance with the ordinances of the controlling governmental agencies, and/or in accordance with the recommendations of the soil engineer or engineering geologist. EXCAVATIONS Excavations and cut slopes should be observed and mapped during grading by the engineering geologist. If directed by the engineering geologist, further excavations or over-excavation and refilling of cut areas should be performed. When fills over cut slopes are to be graded, the cut portion of the slope should be observed by the engineering geologist prior to placement of the overlying fill portion of the slope. The engineering geologist should observe all cut slopes and should be notified by the contractor when cut slopes are started. If, during the course of grading, unanticipated adverse or potentially adverse geologic conditions are encountered, the engineering geologist and soil engineer should investigate, evaluate and make recommendations to mitigate (or limit) these conditions. The need for cut slope buttressing or stabilizing should be based on as-grading evaluations by the engineering geologist, whether anticipated previously or not. Unless otherwise specified in soil and geological reports, no cut slopes should be excavated higher or steeper than that allowed by the ordinances of controlling governmental agencies. Additionally, short-term stability of temporary cut slopes is the contractor’s responsibility. 5 Earthwork and Grading Guidelines Erosion control and drainage devices should be designed by the project civil engineer and should be constructed in compliance with the ordinances of the controlling governmental agencies, and/or in accordance with the recommendations of the soil engineer or engineering geologist. SUBDRAIN INSTALLATION Subdrains should be installed in accordance with the approved embedment material, alignment and details indicated by the geotechnical consultant. Subdrain locations or construction materials should not be changed or modified without approval of the geotechnical consultant. The soil engineer and/or engineering geologist may recommend and direct changes in subdrain line, grade and drain material in the field, pending exposed conditions. The location of constructed subdrains should be recorded by the project civil engineer. COMPLETION Consultation, observation and testing by the geotechnical consultant should be completed during grading operations in order to state an opinion that all cut and filled areas are graded in accordance with the approved project specifications. After completion of grading and after the soil engineer and engineering geologist have finished their observations, final reports should be submitted subject to review by the controlling governmental agencies. No additional grading should be undertaken without prior notification of the soil engineer and/or engineering geologist. All finished cut and fill slopes should be protected from erosion, including but not limited to planting in accordance with the plan design specifications and/or as recommended by a landscape architect. Such protection and/or planning should be undertaken as soon as possible after completion of grading. ATTACHMENTS Figure A – Transition Lot Detail Cut Lot Figure B – Transition Lot Detail Cut - Fill Figure C – Rock Disposal Pits Figure D – Detail for Fill Slope Toeing out on a Flat Alluviated Canyon Figure E – Removal Adjacent to Existing Fill Figure F – Daylight Cut Lot Detail Figure G – Skin Fill of Natural Ground Figure H – Typical Stabilization Buttress Fill Design Figure I – Stabilization Fill for Unstable Material Exposed in Portion of Cut Slope Figure J – Fill Over Cut Detail Figure K – Fill Over Natural Detail Figure L – Oversize Rock Disposal Figure M – Canyon Subdrain Detail Figure N – Canyon Subdrain Alternate Details Figure O – Typical Stabilization Buttress Subdrain Detail Figure P – Retaining Wall Backfill 6 5' Minimum3' Minimum*Natural GradeOverexcavate and RecompactUnweathered Bedrock or Approved MaterialPad GradeCompacted FillTypical BenchingTRANSITION LOT DETAILCUT LOT – MATERIAL TYPE TRANSITION* The soils engineer and/or engineering geologist may recommend deeper overexcavation in steep cut-fill transitions.Note: Figure not to scaleExpertise . . Service . . SolutionsEARTHWORK AND GRADING GUIDELINESTRANSITION LOT DETAILCUT LOT – MATERIAL TYPE TRANSITIONFIGURE A Typical Benching* The soils engineer and/or engineering geologist may recommend deeper overexcavation in steep cut-fill transitions.5' MinimumNatural GradeOverexcavate and RecompactUnweathered Bedrock or Approved MaterialPad GradeCompacted FillTRANSITION LOT DETAILCUT – FILL – DAYLIGHT TRANSITIONRemove: Topsoil, Colluvium, or Unstable Material3' Minimum*Note: Figure not to scaleFIGURE BExpertise . . Service . . SolutionsEARTHWORK AND GRADING GUIDELINESTRANSITION LOT DETAILCUT – FILL – DAYLIGHT TRANSITION ROCK DISPOSAL PITS Note: (1) Large rock is defined as having a diameter larger than 3 feet in maximum size.(2) Pit shall be excavated into compacted fill to a depth equal to half of the rock size. (3) Granular soil shall be pushed into the pit and then flooded around the rock using a sheepsfoot to help with compaction.(4) A minimum of 3 feet of compacted fill should be laid over each pit.(5) Pits shall have at least 15 feet of separation between one another, horizontally.(6) Pits shall be placed at least 20 feet from any fill slope.(7) Pits shall be used only in deep fill areas. Note: Figure not to scale Size of excavation to be commensurate with rock size. Compacted fill Fill lifts compacted over rock after embedment Granular material Large Rock/Boulder Expertise . . Service . . Solutions EARTHWORK AND GRADING GUIDELINES ROCK DISPOSAL PITS FIGURE C DETAIL FOR FILL SLOPE TOEING OUT ON FLAT ALLUVIATED CANYON Note: Figure not to scale Toe of slope as shown on grading plan Original ground surface to be restored with compacted fill. Backcut varies for deep removals. A backcut shall not be made steeper than a slope of 1:1 or as necessary for safety considerations.1:1 mi nimu m Compacted fill Original ground surface Anticipated alluvial removal depth per soils engineer. Provide a 1:1 minimum projection from the toe of the slope as shown on the grading plan to the recommended depth. Factors such as slope height, site conditions, and/or local conditions could demand shallower projections. FIGURE D Expertise . . Service . . Solutions EARTHWORK AND GRADING GUIDELINES DETAIL FOR FILL SLOPE TOEING OUT ON A FLAT ALLUVIATED CANYON REMOVAL ADJACENT TO EXISTING FILL Note: Figure not to scale Adjoining Canyon Fill 1:1 Slope Proposed additional compacted fillCompacted fill limits line Temporary compacted fill for drainage only To be removed before placing additional compacted fill Qaf (Existing compacted fill) Qaf Qal (To be removed) Legend Qaf - Artificial Fill Qal - Alluvium FIGURE E EARTHWORK AND GRADING GUIDELINES REMOVAL ADJACENT TO EXISTING FILL Expertise . . Service . . Solutions Note: Figure not to scaleNote: (1) Subdrain and key width requirements shall be determined based on exposed subsurface conditions and the thickness of overburden.(2) Pad overexcavation and recompaction shall be completed if determined as necessary by the soils engineer and/or engineering geologist.Expertise . . Service . . SolutionsEARTHWORK AND GRADING GUIDELINESDAYLIGHT CUT LOT DETAILFIGURE FDAYLIGHT CUT LOT DETAILFill slope shall be recompacted at a 2:1 ratio (this may increase or decrease the area of the pad)Remove: Topsoil, colluvium, or unsuitable materialOverexcavate and recompact fillAvoid and/or clean up spillage of materials on the natural slopeNatural GradeProposed finish grade3' minimum blanket fillBedrock or approved materialTypical benching2' minimum key depthMinimum 1:1 projection2% gradient Note: Figure not to scaleNote: (1) The need and disposition of drains will be determined by the soils engineer and/or engineering geologist based on site conditions.(2) Pad overexcavation and recompaction shall be completed if determined as necessary by the soils engineer and/or engineering geologist.Expertise . . Service . . SolutionsEARTHWORK AND GRADING GUIDELINESSKIN FILL OF NATURAL GROUNDFIGURE GSKIN FILL OF NATURAL GROUND15' minimum key width2' minimum key depth3' minimum key depth3' minimumProposed finish gradeOriginal slopeProposed finish grade15' minimum to be maintained from proposed finish slope face to backcutRemove: Topsoil, colluvium, or unsuitable materialBedrock or approved materials Note: Figure not to scaleTYPICAL STABILIZATION BUTTRESS FILL DESIGNW = H/2 or a minimum of 15'3' minimum key depthBedrock4" diameter non-perforated outlet pipe and backdrain (see alternatives)Typical benchingBlanket fill if recommended by the soils engineer and/or engineering geologist15' minimum10' minimum25' maximumDesign finish slopeOutlets shall be spaced at 100' maximum intervals, and should extend 12" beyond the face of the slope at the finish of of rough grading2% gradient15' is typical1'-2' clearToeHeelButtress or sidehill fillExpertise . . Service . . SolutionsEARTHWORK AND GRADING GUIDELINESTYPICAL STABILIZATION BUTTRESS FILL DESIGNFIGURE HGravel-fabric drain material Note: Figure not to scaleNote: (1) The need and disposition of drains will be determined by the soils engineer and/or engineering geologist based on site conditions.(2) Pad overexcavation and recompaction shall be completed if determined as necessary by the soils engineer and/or engineering geologist.Expertise . . Service . . SolutionsEARTHWORK AND GRADING GUIDELINESSKIN FILL OF NATURAL GROUNDFIGURE GSKIN FILL OF NATURAL GROUND15' minimum key width2' minimum key depth3' minimum key depth3' minimumProposed finish gradeOriginal slopeProposed finish grade15' minimum to be maintained from proposed finish slope face to backcutRemove: Topsoil, colluvium, or unsuitable materialBedrock or approved materials Note: Figure not to scaleTYPICAL STABILIZATION BUTTRESS FILL DESIGNW = H/2 or a minimum of 15'3' minimum key depthBedrock4" diameter non-perforated outlet pipe and backdrain (see alternatives)Typical benchingBlanket fill if recommended by the soils engineer and/or engineering geologist15' minimum10' minimum25' maximumDesign finish slopeOutlets shall be spaced at 100' maximum intervals, and should extend 12" beyond the face of the slope at the finish of of rough grading2% gradient15' is typical1'-2' clearToeHeelButtress or sidehill fillExpertise . . Service . . SolutionsEARTHWORK AND GRADING GUIDELINESTYPICAL STABILIZATION BUTTRESS FILL DESIGNFIGURE HGravel-fabric drain material Note: Figure not to scaleNote: (1) Subdrains are required only if specified by the soils engineer and/or engineering geologist.(2) “W” shall be the equipment width (15') for slope heights less than 25 feet. For slopes greater than 25 feet “W” shall be determined by the project soils engineer and/or the engineering geologist. “W” shall never be less than H/2.Expertise . . Service . . SolutionsEARTHWORK AND GRADING GUIDELINESSTABILIZATION FILL FOR UNSTABLE MATERIAL EXPOSED IN PORTION OF CUT SLOPEFIGURE ISTABILIZATION FILL FOR UNSTABLE MATERIAL EXPOSED IN PORTION OF CUT SLOPECompacted stabilization fillH1H2W1W21' minimum tilted backIf recommended by the soils engineer and/or engineering geologist, the remaining cut portion of the slope may require removal and replacement with compacted fill.Remove: unstable material15' minimumRemove unstable materialNatural SlopeProposed finished gradeUnweathered bedrock or approved material Note: Figure not to scaleNote: The cut sectioin shall be excavated and evaluated by the soils engineer/engineering geologist prior to constructing the fill portion.Expertise . . Service . . SolutionsEARTHWORK AND GRADING GUIDELINESFILL OVER CUT DETAILFIGURE JFILL OVER CUT DETAILHMaintain minimum 15' fill section from backcut to face of finish slopeProposed gradeCut/Fill Contact: As shown on grading planCut/Fill Contact: As shown on as builtCut slopeOriginal topographyRemove: Topsoil, colluvium, or unsuitable materialCompacted fill3' minimumLowest bench width15' minimum or H/22' minimumBedrock or approved materialBench width may vary Proposed GradeNote: Figures not to scaleCompacted FillMaintain Minimum 15' WidthSlope To Bench/BackcutToe of slope as shown on grading planBench Width May Vary3' Minimum15' Minimum key width2' X 3' Minimum key depth2' minimum in bedrock or approved materialBackcut VariesNatural slope to be restored with compacted fillProvide a 1:1 minimum projection from design toe of slope to toe of key as shown on as builtNote: (1) Special recommendations shall be provided by the soils engineer/engineering geologist where the natural slope approaches or exceeds the design slope ratio.(2) The need for and disposition of drains would be determined by the soils engineer/engineering geologist based upon exposed conditions.Expertise . . Service . . SolutionsEARTHWORK AND GRADING GUIDELINESFILL OVER NATURAL DETAILSIDEHILL FILLFIGURE KRemove: Topsoil, colluvium, or unsuitable material4' MinimumFILL OVER NATURAL DETAILSIDEHILL FILL OVERSIZE ROCK DISPOSAL View Normal to Slope Face Bedrock or Approved Material Proposed Finish Grade Note: (1) One Equipment width or a minimum of 15 feet.(2) Height and width may vary depending on rock size and type of equipment used. Length of windrow shall be no greater than 100 feet maximum.(3) If approved by the soils engineer and/or engineering geologist. (4) Orientation of windrows may vary but shall be as recommended by the soils engineer and/or engineering geologist. Unless recommended staggering of windrows is not necessary.(5) Areas shall be cleared for utility trenches, foundations, and swimming pools.(6) Voids in windrows shall be filled by flooding granular soil into place. Granular soil shall be any soil which has a unified soil classification system (Universal Building Code (UBC) 29-1). Designation of SM, SP, SW, GP, or GW. (7) After fill between windrows is placed and compacted with the lift of fill covering windrow, windrow shall be proof rolled with a D-9 dozer or equivalent.(8) Oversized rock is defined as larger than 12", and less than 4 feet in size. (2) 10' minimum (5) 15' minimum (1) (6)(7) 5' minimum (3)15' minimum 20' minimum View Parallel to Slope Face Bedrock or Approved Material Proposed Finish Grade 100' maximum 10' minimum (5)(7) 5' minimum (3) 10' minimum 3' minimum (8) Note: All distances are approximate 0 FT 18 FT 30 FT 60 FT Approximate Scale: 1" = 30' (4) Expertise . . Service . . Solutions EARTHWORK AND GRADING GUIDELINES OVERSIZE ROCK DISPOSAL FIGURE L CANYON SUBDRAIN DETAIL Note: Alternatives, locations, and extent of subdrains should be determined by the soils engineer and/or engineering geologist during actual grading. Note: Figures not to scale Type A Type B Proposed Compacted Fill Natural ground Colluvium and alluvium (remove) See alternatives (Figure N) Typical benching Proposed Compacted Fill Natural ground Colluvium and alluvium (remove) See alternatives (Figure N) FIGURE M Expertise . . Service . . Solutions EARTHWORK AND GRADING GUIDELINES CANYON SUBDRAIN DETAIL Typical benching CANYON SUBDRAIN ALTERNATE DETAILS Alternate 1: Perforated Pipe and Filter Material Filter material: Minimum volume of 9 feet3/linear foot. 6" diameter ABS or PVC pipe or approved substitute with minimum 8 (¼” diameter) perforations per linear foot in bottom half of pipe. ASTM D 2751, SDR 35 or ASTM D 1527, Schedule 40.ASTM D 3034, SDR 35 or ASTM D 1785, Schedule 40.For continuous run in excess of 500 feet use 8" diameter pipe. 6" Minimum 6" Minimum 6" Minimum 12" Minimum Alternate 2: Perforated Pipe, Gravel and Filter Fabric Minimum Overlap Minimum Bedding 6" 4" 6" Minimum Cover Minimum Bedding 4" 6" Note: Figures not to scale Minimum Overlap Gravel material 9 feet3/linear foot. Perforated pipe: see alternate 1.Gravel: Clean ¾” rock or approved substitute. Filter Fabric: Mirafi 140 or approved substitute. Filter Material Sieve Size1" ¾”3/8"No. 4No. 8No. 30 No. 50No. 200 Percent Passing 10090-100 40-10025-4018-33 5-150-7 0-3 FIGURE N Expertise . . Service . . Solutions EARTHWORK AND GRADING GUIDELINES CANYON SUBDRAIN ALTERNATE DETAILS Note: Figures not to scaleTYPICAL STABILIZATION BUTTRESS SUBDRAIN DETAIL4" minimum pipe2' minimum2" minimum2" minimum2' minimum2" minimum4" minimum pipe3' minimumFilter Material: Minimum of 5 ft3/linear foot of pipe or 4 ft3/linear foot of pipe when placed in square cut trench.Filter MaterialSieve Size1"¾”3/8"No. 4No. 8No. 30No. 50No. 200Percent Passing10090-10040-10025-4018-335-150-70-3Note: (1) Trench for outlet pipes shall be backfilled with onsite soil.(2) Backdrains and lateral drains shall be located at the elevation of every bench drain. First drain shall be located at the elevation just above the lower lot grade. Additional drains may be required at the discretion of the soils engineer and/or engineering geologist. Alternative In Lieu Of Filter Material:Gravel may be encased in approved filter fabric. Filter fabric shall be mirafi 140 or equivalent. Filter fabric shall be lapped a minimum of 12" on all joints. Minimum 4" Diameter Pipe:ABS-ASTM D-2751, SDR 35 or ASTM D-1527 schedule 40 PVC-ASTM D-3034, SDR 35 or ASTM D-1785 schedule 40 with a crushing strength of 1,000 pounds minimum, and a minimum of 8 uniformly spaced perforations per foot of pipe installed with perforations at bottom of pipe. Provide cap at upstream end of pipe. Slope at 2% to outlet pipe. Outlet pipe shall be connected to the subdrain pipe with tee or elbow.Filter Material– Shall be of the following specification or an approved equivalent:Gravel- Shall be of the following specification or an approved equivalent:Filter MaterialSieve Size1½"No. 4No. 200Percent Passing100508Sand equivalent: Minimum of 50FIGURE OEARTHWORK AND GRADING GUIDELINESTYPICAL STABILIZATION BUTTRESS SUBDRAIN DETAILExpertise . . Service . . Solutions ATTACHMENT 3 PHASE 1 ENVIRONMENTAL SITE ANALYSIS June 12, 2018 Site Visit Date June 5, 2018 PHASE I ENVIRONMENTAL SITE ASSESSMENT Property Identification: 680 and 700 East McGlincy Lane Campbell, Santa Clara County, California 95008 AEI Project No. 389104 Client Reference No. 58234 Prepared For: Trojan Holding, LLC 1732 Aviation Boulevard Suite 217 Redondo Beach, California 90278 Prepared By: AEI Consultants 20 Gibson Place, , Suite 310 Freehold, NJ 07728 (732) 414-2720 AEI Main Contact: Eugene A. Belli, REPA, CHMM June 12, 2018 Trojan Holding, LLC 1732 Aviation Boulevard Suite 217 Redondo Beach, California 90278 Subject: PHASE I ENVIRONMENTAL SITE ASSESSMENT 680 and 700 East McGlincy Lane 680 and 700 East McGlincy Lane, Campbell, California 95008 AEI Project No. 389104 Dear Mr. Brett Henry: AEI Consultants is pleased to provide the results of the Phase I Environmental Site Assessment (Phase I ESA) report of the above referenced address (the “subject property”). This assessment was authorized and performed in accordance with the scope of services outlined in the contract, the scope and limitations of ASTM Standard Practice E1527-13, the Environmental Protection Agency Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), and the requirements of the lender. We appreciate the opportunity to provide services to you. If you have any questions concerning this report, or if we can assist you in any other matter, please contact me at (732) 414-2720 or gbelli@aeiconsultants.com. Sincerely, Eugene A. Belli, REPA, CHMM Executive Vice President AEI Consultants TABLE OF CONTENTS LIST OF COMMONLY USED ABBREVIATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 EXECUTIVE SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 Property Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 Conclusions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 Recommendations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 1.0 INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 1.1 Scope of Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 1.2 Additional Services . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 1.3 Significant Assumptions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 1.4 Limitations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 1.5 Limiting Conditions/Deviations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 1.6 Data Gaps and Data Failure . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 1.7 Reliance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 2.0 SITE AND VICINITY DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 2.1 Site Location and Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 2.2 Site and Vicinity Characteristics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 2.3 Physical Setting . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 3.0 HISTORICAL REVIEW OF SITE AND VICINITY . . . . . . . . . . . . . . . . . . . . . . . . . . 20 3.1 Historical Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 3.2 Aerial Photographs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 3.3 Sanborn Fire Insurance Maps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 3.4 City Directories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 3.5 Historical Topographic Maps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 3.6 Chain of Title . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 4.0 REGULATORY AGENCY RECORDS REVIEW . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 4.1 Local Environmental Health Department and/or State Environmental Agency . . . . . . . 23 4.2 Fire Department . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 4.3 Building Department . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 4.4 Planning Department . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 4.5 County Assessor Office . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 4.6 Oil and Gas Wells/Pipelines . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 4.7 Other Agencies Searched . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 4.8 State Environmental Superliens and Property Transfer Laws . . . . . . . . . . . . . . . . . . . 26 5.0 REGULATORY DATABASE RECORDS REVIEW . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 5.1 Records Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 5.2 Vapor Migration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30 6.0 INTERVIEWS AND USER PROVIDED INFORMATION . . . . . . . . . . . . . . . . . . . . . 31 6.1 Interviews . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31 6.2 User Provided Information . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32 6.3 Previous Reports and Other Provided Documentation . . . . . . . . . . . . . . . . . . . . . . . . 32 7.0 SITE RECONNAISSANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34 7.1 Subject Property Reconnaissance Findings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34 7.2 Adjacent Property Reconnaissance Findings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35 8.0 OTHER ENVIRONMENTAL CONSIDERATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . 37 8.1 Asbestos-Containing Building Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37 8.2 Lead-Based Paint . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37 Project No. 389104 June 12, 2018 Page 3 680 and 700 East McGlincy Lane, Campbell,California 8.3 Radon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37 8.4 Drinking Water Sources and Lead in Drinking Water . . . . . . . . . . . . . . . . . . . . . . . . 37 8.5 Mold/Indoor Air Quality Issues . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37 9.0 FINDINGS, CONCLUSIONS, AND RECOMMENDATIONS . . . . . . . . . . . . . . . . . . 39 9.1 Findings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39 9.2 Conclusions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39 9.3 Recommendations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 10.0 SIGNATURE OF ENVIRONMENTAL PROFESSIONALS . . . . . . . . . . . . . . . . . . . . 41 11.0 REFERENCES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42 Project No. 389104 June 12, 2018 Page 4 680 and 700 East McGlincy Lane, Campbell,California TABLE OF APPENDICES APPENDIX A: FIGURES APPENDIX B: PROPERTY PHOTOGRAPHS APPENDIX C: REGULATORY DATABASE APPENDIX D: HISTORICAL SOURCES APPENDIX E: REGULATORY AGENCY RECORDS APPENDIX F: ENVIRONMENTAL LIEN SEARCH AND/OR CHAIN OF TITLE APPENDIX G: PREVIOUS REPORTS APPENDIX H: OTHER SUPPORTING DOCUMENTATION APPENDIX I: QUALIFICATIONS Project No. 389104 June 12, 2018 Page 5 680 and 700 East McGlincy Lane, Campbell,California LIST OF COMMONLY USED ABBREVIATIONS Units µg/L Micrograms per Liter mg/kg Milligrams per Kilogram mg/L Milligrams per Liter pCi/L PicoCuries per Liter ppb Parts per Billion ppm Parts per Million Acronyms ACM Asbestos-Containing Material AHERA Asbestos Hazard Emergency Response Act APN Assessor’s Parcel Number AST Aboveground Storage Tank AUL Activity and Use Limitation bgs Below Ground Surface BTEX Benzene, Toluene, Ethylbenzene, and Xylenes CERCLA Comprehensive Environmental Response Compensation and Liability Act CERCLIS Comprehensive Environmental Response Compensation and Liability Information System COC Contaminant of Concern CREC Controlled Recognized Environmental Condition EPA Environmental Protection Agency ESA Environmental Site Assessment GPR Ground-Penetrating Radar HREC Historical Recognized Environmental Condition HVAC Heating, Ventilation and Air Conditioning HWS Hazardous Waste Site LBP Lead-Based Paint LCP Lead Containing Paint LLP Landowner Liability Protection LQG Large Quantity Generator LUST Leaking Underground Storage Tank MCL Maximum Contaminant Level MTBE Methyl Tertiary Butyl Ether ND None Detected NESHAP National Emission Standards for Hazardous Air Pollutants NFA No Further Action NOV Notice of Violation NPL National Priorities List O&M Operations and Maintenance OSHA Occupational Safety and Health Administration PCB Polychlorinated Biphenyl PCE Perchloroethylene, Tetrachloroethylene, Tetrachloroethene, PERC RCRA Resource Conservation and Recovery Act Project No. 389104 June 12, 2018 Page 6 680 and 700 East McGlincy Lane, Campbell,California REC Recognized Environmental Condition RP Responsible Party SDS Safety Data Sheet SEMS Superfund Enterprise Management System SQG Small Quantity Generator SVOC Semi-Volatile Organic Compound TCE Trichloroethylene, Trichloroethene TPH Total Petroleum Hydrocarbons TPHd Total Petroleum Hydrocarbons (diesel range) TPHg Total Petroleum Hydrocarbons (gasoline range) TPHo Total Petroleum Hydrocarbons (oil range) TRPH Total Recoverable Petroleum Hydrocarbons USDA United States Department of Agriculture USGS United States Geological Survey UST Underground Storage Tank VOC Volatile Organic Compound Project No. 389104 June 12, 2018 Page 7 680 and 700 East McGlincy Lane, Campbell,California PROJECT SUMMARY 680 and 700 East McGlincy Lane 680 and 700 East McGlincy Lane, Campbell, Santa Clara County, California 95008 Report Section Acceptable Requires O&M Additional Research Required Phase II Abatement Required Costs Comments Historical Summary  Regulatory Database Records Review  Asbestos-Containing Materials  USTs  ASTs  Radon  Lead in Drinking Water  Lead-Based Paint  PCBs  Waste Sites  RECs on Neighboring Properties  On-Site Operations  Hazardous Materials  Wetlands  Dry Cleaners  Mold  Other  COMMENT RECs This assessment has revealed no evidence of RECs in connection with the subject property. CRECs This assessment has revealed no evidence of CRECs in connection with the subject property. HRECs This assessment has revealed no evidence of HRECs in connection with the subject property. Other This assessment has revealed no evidence of Other Environmental Conditions in connection with the subject property. Project No. 389104 June 12, 2018 Page 8 680 and 700 East McGlincy Lane, Campbell,California EXECUTIVE SUMMARY AEI Consultants (AEI) was retained by Trojan Holding, LLC to conduct a Phase I ESA in conformance with the contract and the scope and limitations of ASTM Standard Practice E1527-13 and the EPA Standards and Practices for All Appropriate Inquiries (40 CFR Part 312) for the property located at 680 and 700 East McGlincy Lane, Campbell, Santa Clara County, California. Any exceptions to, or deletions from, this practice are described in Sections 1.4, 1.5, and 1.6 of this report. PROPERTY DESCRIPTION PROPERTY INFORMATION Street Addresses 680 and 700 East McGlincy Lane City Campbell State California Location South side of East McGlincy Lane Vicinity Characteristics Industrial Approximate Site Acreage/Source 2.12/Assessor Subject Property Type Self-Storage Subject Property Use Self-storage Assessor Parcel Numbers 412-35-040 and 412-35-039 SITE AND BUILDING INFORMATION Number of Buildings One Year of Construction Circa 1978 Number of Floors/Stories One Basement or Subgrade Area(s)None identified Number of Units One Building Area (SF)/Source 4,200/Estimate Building Description(s)One building constructed of concrete, wood, and metal Building Occupant Instant Self Storage Additional Improvements None Current On-site Operations Self-storage Current Use of Hazardous Substances None identified UTILITY PROVIDER INFORMATION Natural Gas Provider PG&E Electricity Provider PG&E Heating System Fuel Source N/A Cooling System Power Source N/A Potable Water Provider or Source City of Mountain View Sewage Disposal Provider or Treatment System City of Mountain View REGULATORY INFORMATION Regulatory Database Listings None identified Institutional Controls None identified Engineering Controls None identified Environmental Liens None identified Project No. 389104 June 12, 2018 Page 9 680 and 700 East McGlincy Lane, Campbell,California Based on a review of historical sources, the subject property was identified to consist of orchard and farming land from the early 1900s to 1978, the current self-storage operation from 1978 to present, and a household recycling depot from 1978 to 2005. The immediately surrounding properties consist of the following: Direction from Site Tenant/Use (Address)Regulatory Database Listing(s) North E McGlincy Lane followed by: Office building (615 E McGlincy Lane) Auto Repair Shop (625 E McGlincy Lane) Bay Area Rodent Solutions (645 E McGlincy Lane) Sterling Marble & Granite (655 E McGlincy Lane) Caliber Collision (665 E McGlincy Lane) Lambert & Sons Floor Covering (695 E McGlincy Lane) 665: RCRA-SQG, CUPA, EMI 615: LUST, HIST LUST, CUPA, HIST CORTESE 625: DRYCELANERS, EDR Hist Cleaner, CUPA 655, 695: CUPA 645: CUPA, PEST LIC East Multi-tenant commercial/industrial building (710 E McGlincy Lane) CUPA South Residences (663-675 Regas Drive)None identified West West Valley Construction (580 E McGlincy Lane) RCRA-SQG, LUST (3), HIST LUST, UST (2), SWEEPS UST, HIST UST (2), CA FID UST, CUPA, HIST CORTESE, FINDS, ECHO, HAZNET If the surrounding properties are listed in the regulatory database, please refer to Section 5.1 for discussion. Based upon topographic map interpretation, the direction of groundwater flow beneath the subject property is inferred to be to the east. Based on groundwater monitoring data for the adjacent site at 615 McGlincy Lane, obtained from GeoTracker, groundwater is presumed to be present at an estimated depth of 7 to 54 feet bgs. CONCLUSIONS AEI has performed a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice E 1527-13 of 680 and 700 East McGlincy Lane, Campbell, Santa Clara County, California, the Property. Any exceptions to or deletions from this practice are described in Section 1.5 of this report. This assessment has revealed no evidence of Recognized Environmental Conditions (RECs) or Controlled Recognized Environmental Conditions (CRECs) in connection with the subject property. AEI's assessment included an evaluation of other Environmental Conditions including, but are not limited to, de minimis conditions and/or environmental considerations such as the presence of asbestos-containing materials, radon, lead-based paint, wetlands and mold and lead in drinking water, which can affect the liabilities and financial obligations of the client, the health and safety of site occupants, and the value and marketability of the subject property. Project No. 389104 June 12, 2018 Page 10 680 and 700 East McGlincy Lane, Campbell,California This assessment has revealed no evidence of related conditions of concern in connection with the subject property. RECOMMENDATIONS As a result of this assessment, AEI does not recommend further investigation of the subject property at this time. Project No. 389104 June 12, 2018 Page 11 680 and 700 East McGlincy Lane, Campbell,California 1.0 INTRODUCTION This report documents the methods and findings of the Phase I ESA performed in conformance with the contract and scope and limitations of ASTM Standard Practice E1527-13 and the EPA Standards and Practices for All Appropriate Inquiries (40 CFR Part 312) for the property located at 680 and 700 East McGlincy Lane, Campbell, Santa Clara County, California (Appendix A: Figures and Appendix B: Property Photographs). 1.1 SCOPE OF WORK The purpose of the Phase I ESA is to assist the client in identifying potential RECs, in accordance with ASTM E1527-13, associated with the presence of any hazardous substances or petroleum products, their use, storage, and disposal at and in the vicinity of the subject property. Property assessment activities focused on: 1) a review of federal, state, tribal and local databases that identify and describe underground fuel tank sites, leaking underground fuel tank sites, hazardous waste generation sites, and hazardous waste storage and disposal facility sites within the ASTM approximate minimum search distance; 2) a property and surrounding site reconnaissance, and interviews with the past and present owners and current occupants and operators to identify potential environmental contamination; and 3) a review of historical sources to help ascertain previous land use at the site and in the surrounding area. The goal of AEI Consultants in conducting the environmental site assessment was to identify the presence or likely presence of any hazardous substances or petroleum products on the subject property that may indicate an existing release, a past release, or a material threat of a release of any hazardous substance or petroleum product into the soil, groundwater, or surface water of the subject property. If such conditions were identified, they would be characterized as one of the following: Recognized Environmental Condition (REC)- is defined by the ASTM Standard Practice E1527-13 as the presence or likely presence of any hazardous substances or petroleum products in, on, or at a property: (1) due to release to the environment; (2) under conditions indicative of a release to the environment; or (3) under conditions that pose a material threat of a future release to the environment. Historical Recognized Environmental Condition (HREC)- A past release of any hazardous substances or petroleum products that has occurred in connection with the property and has been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted use criteria established by a regulatory authority, without subjecting the property to any required controls. Controlled Recognized Environmental Condition (CREC)- A past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority, with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls. De minimis Conditions - Are conditions that generally do not present a threat to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. Conditions determined to be de minimis Project No. 389104 June 12, 2018 Page 12 680 and 700 East McGlincy Lane, Campbell,California are not recognized environmental conditions nor controlled recognized environmental conditions. Other Environmental Considerations - These include, but are not limited to, de minimis conditions and/or environmental considerations such as the presence of ACMs, LBP, radon, mold, and lead in drinking water, which can affect the liabilities and financial obligations of the client, the health and safety of site occupants, and the value and marketability of the subject property. 1.2 ADDITIONAL SERVICES Other Environmental Considerations such as ACMs, LBP, lead in drinking water, radon, mold, and wetlands can result in business environmental risks for property owners which may disrupt current or planned operations or cash flow and are generally beyond the scope of a Phase I assessment as defined by ASTM E1527-13. Based upon the agreed-on scope of services this ESA did not include subsurface or other invasive assessments, business environmental risks, or other services not specifically identified and discussed herein. 1.3 SIGNIFICANT ASSUMPTIONS The following assumptions are made by AEI in this report. AEI relied on information derived from secondary sources including governmental agencies, the client, designated representatives of the client, property contact, property owner, property owner representatives, computer databases, and personal interviews. AEI has reviewed and evaluated the thoroughness and reliability of the information derived from secondary sources including government agencies, the client, designated representatives of the client, property contact, property owner, property owner representatives, computer databases, or personal interviews. It appears that all information obtained from outside sources and reviewed for this assessment is thorough and reliable. However, AEI cannot guarantee the thoroughness or reliability of this information. Groundwater flow, unless otherwise specified by on-site well data or well data from the subject property or nearby sites, is inferred from contour information depicted on the USGS topographic maps. AEI assumes the subject property has been correctly and accurately identified by the client, designated representative of the client, property contact, property owner, and property owner's representatives. 1.4 LIMITATIONS Property conditions, as well as local, state, tribal, and federal regulations can change significantly over time. Therefore, the recommendations and conclusions presented as a result of this assessment apply strictly to the environmental regulations and property conditions existing at the time the assessment was performed. Available information has been analyzed using currently accepted assessment techniques and it is believed that the inferences made are reasonably representative of the property. AEI makes no warranty, expressed or implied, except that the services have been performed in accordance with generally accepted environmental property assessment practices applicable at the time and location of the assessment. Considerations identified by ASTM as beyond the scope of a Phase I ESA that may affect business environmental risk at a given property include the following: ACMs, radon, LBP, lead in drinking water, wetlands, regulatory compliance, cultural and historical resources, industrial hygiene, health and safety, ecological resources, endangered species, indoor air quality, mold, and high Project No. 389104 June 12, 2018 Page 13 680 and 700 East McGlincy Lane, Campbell,California voltage lines. These environmental issues or conditions may warrant assessment based on the type of the property transaction; however, they are considered non-scope issues under ASTM Standard Practice E1527-13. If requested by the client, these non-scope issues are discussed herein. Otherwise, the purpose of this assessment is solely to satisfy one of the requirements for qualification of the innocent landowner defense, contiguous property owner or bona fide prospective purchaser under CERCLA. ASTM Standard Practice E1527-13 and the United States EPA Standards and Practices for All Appropriate Inquiries (40 CFR Part 312) constitute the "all appropriate inquiry into the previous ownership and uses of the property consistent with good commercial or customary practice" as defined in: 1. 42 U.S.C. § 9601(35)(B), referenced in the ASTM Standard Practice E1527-13. 2. Sections 101(35)(B) (ii) and (iii) of CERCLA and referenced in the EPA Standards and Practices for All Appropriate Inquiries (40 CFR Part 312). 3. 42 U.S.C. § 9601(40) and 42 U.S.C. § 9607(q). The Phase I ESA is not, and should not be construed as, a warranty or guarantee about the presence or absence of environmental contaminants that may affect the property. Neither is the assessment intended to assure clear title to the property in question. The sole purpose of assessment into property title records is to ascertain a historical basis of prior land use. All findings, conclusions, and recommendations stated in this report are based upon facts, circumstances, and industry-accepted procedures for such services as they existed at the time this report was prepared (i.e., federal, state, and local laws, rules, regulations, market conditions, economic conditions, political climate, and other applicable matters). All findings, conclusions, and recommendations stated in this report are based on the data and information provided, and observations and conditions that existed on the date and time of the property reconnaissance. Responses received from local, state, or federal agencies or other secondary sources of information after the issuance of this report may change certain facts, findings, conclusions, or circumstances to the report. A change in any fact, circumstance, or industry-accepted procedure upon which this report was based may adversely affect the findings, conclusions, and recommendations expressed in this report. AEI's limited radon screening, if included, is intended to provide a preliminary screening to evaluate the potential presence of elevated radon concentrations at the site. The proposed scope is not intended to define the full extent of the presence of radon at the subject property. As such, the results should be used for lending purposes only. The recommendations and conclusions presented as a result of the limited preliminary radon screening apply strictly to the property conditions existing at the time the sampling was performed. The sample analytical results are only valid for the time, place, and condition of the site at the time of collection and AEI does not warrant that the results will be repeatable or are representative of past or future conditions. 1.5 LIMITING CONDITIONS/DEVIATIONS The performance of this Phase I ESA was limited by the following: Project No. 389104 June 12, 2018 Page 14 680 and 700 East McGlincy Lane, Campbell,California • The interior of the portable storage units were not accessed due to confidentiality reasons. Based on the contents (household storage), this limitation is not expected to alter the overall findings of this assessment. • Due to the large volume of stored products on the property and inside the building, direct visual observation of many of the floor and wall areas of the subject property and building was not possible. Features may be present that were not observed during AEI’s field reconnaissance. Based on the quality of information obtained from other sources, this limitation is not expected to alter the overall findings of this assessment. 1.6 DATA GAPS AND DATA FAILURE According to ASTM E1527-13, data gaps occur when the Environmental Professional is unable to obtain information required by the Standard, despite good faith efforts to gather such information. Pursuant to ASTM E1527-13, only significant data gaps, defined as those that affect the ability of the Environmental Professional to identify RECs, need to be documented. Data failure is one type of data gap. According to ASTM E1527-13, data failure occurs when all of the standard historical sources that are reasonably ascertainable and likely to be useful have been reviewed and yet the objectives have not been met. Pursuant to ASTM E1527-13, historical sources are required to document property use back to the property's first developed use or back to 1940, whichever is earlier, or periods of five years or greater. 1.6.1 DATA FAILURE The following data failure was identified during the course of this assessment: Data Failure The earliest historical resource obtained during this assessment was an aerial photograph from 1939 indicating that the subject property was developed agriculturally. The lack of historical sources for the subject property dating back to first developed use represents historical data source failure. However, as it is assumed that the subject property would have been previously used for agricultural purposes, if not undeveloped, this data failure is not expected to significantly alter the findings of this assessment. Information/Sources Consulted Aerial photographs, city directories, agency records, interview 1.6.2 DATA GAPS AEI did not identify significant data gaps which affected our ability to identify RECs. 1.7 RELIANCE All reports, both verbal and written, are for the benefit of KoBre Holdings, LLC and Trojan Storage of San Jose, LLC. This report has no other purpose and may not be relied upon by any other person or entity without the written consent of AEI. Either verbally or in writing, third parties may come into possession of this report or all or part of the information generated as a result of this work. In the absence of a written agreement with AEI granting such rights, no third parties Project No. 389104 June 12, 2018 Page 15 680 and 700 East McGlincy Lane, Campbell,California shall have rights of recourse or recovery whatsoever under any course of action against AEI, its officers, employees, vendors, successors, or assigns. Reliance is provided in accordance with AEI's contract and Standard Terms and Conditions executed by KoBre Holdings, LLC and Trojan Storage of San Jose, LLC on May 16, 2018. The limitation of liability defined in the Terms and Conditions is the aggregate limit of AEI's liability to the client and all relying parties. This Report also describes the scope, methods and conclusions of AEI and was prepared, performed and rendered in accordance with procedures, practices and standards generally accepted and customary in the AEI's profession for use in similar assignments. AEI hereby warrants that Comerica Bank, its affiliates and subsidiaries, and their respective successors and assigns (individually and collectively, "Comerica"), may use and rely on the Report to the same extent and upon the same terms, conditions and circumstances as Borrower is entitled to use and rely on the Report. AEI agrees not to distribute or publish the Report without the consent of Borrower and Comerica except as required by law or court order. Further, AEI authorizes Comerica to release a copy of the Report to Borrower for informational purposes only. AEI certifies that it is covered by errors and omissions liability insurance with a minimum coverage of $1,000,000 per claim (or occurrence). As to Comerica, AEI specifically waive(s) any dollar amount limitations on liability up to $1,000,000. In addition, AEI waves any right to indemnification from Comerica. AEI certifies that (i) to the best of its knowledge, AEI is independent of and not a representative or employee or affiliate of Borrower, or any person in which Borrower has an ownership interest, and (ii) AEI has not been unduly influenced by any person in connection with its preparation of the Report or the contents therein. Project No. 389104 June 12, 2018 Page 16 680 and 700 East McGlincy Lane, Campbell,California 2.0 SITE AND VICINITY DESCRIPTION 2.1 SITE LOCATION AND DESCRIPTION PROPERTY INFORMATION Street Addresses 680 and 700 East McGlincy Lane City Campbell State California Location South side of East McGlincy Lane Vicinity Characteristics Industrial Approximate Site Acreage/Source 2.12/Assessor Subject Property Type Self-Storage Subject Property Use Self-storage Assessor Parcel Numbers 412-35-040 and 412-35-039 SITE AND BUILDING INFORMATION Number of Buildings One Year of Construction Circa 1978 Number of Floors/Stories One Basement or Subgrade Area(s)None identified Number of Units One Building Area (SF)/Source 4,200/Estimate Building Description(s)One building constructed of concrete, wood, and metal Building Occupant Instant Self Storage Additional Improvements None Current On-site Operations Self-storage Current Use of Hazardous Substances None identified UTILITY PROVIDER INFORMATION Natural Gas Provider PG&E Electricity Provider PG&E Heating System Fuel Source N/A Cooling System Power Source N/A Potable Water Provider or Source City of Mountain View Sewage Disposal Provider or Treatment System City of Mountain View REGULATORY INFORMATION Regulatory Database Listings None identified Institutional Controls None identified Engineering Controls None identified Environmental Liens None identified Utility provider information listed in the table above is provided by online sources, unless otherwise noted above. Refer to Appendix A: Figures and Appendix B: Property Photographs for site location and description. Project No. 389104 June 12, 2018 Page 17 680 and 700 East McGlincy Lane, Campbell,California 2.2 SITE AND VICINITY CHARACTERISTICS The immediately surrounding properties consist of the following: Direction from Site Tenant/Use (Address)Regulatory Database Listing(s) North E McGlincy Lane followed by: Office building (615 E McGlincy Lane) Auto Repair Shop (625 E McGlincy Lane) Bay Area Rodent Solutions (645 E McGlincy Lane) Sterling Marble & Granite (655 E McGlincy Lane) Caliber Collision (665 E McGlincy Lane) Lambert & Sons Floor Covering (695 E McGlincy Lane) 665: RCRA-SQG, CUPA, EMI 615: LUST, HIST LUST, CUPA, HIST CORTESE 625: DRYCELANERS, EDR Hist Cleaner, CUPA 655, 695: CUPA 645: CUPA, PEST LIC East Multi-tenant commercial/industrial building (710 E McGlincy Lane) CUPA South Residences (663-675 Regas Drive)None identified West West Valley Construction (580 E McGlincy Lane) RCRA-SQG, LUST (3), HIST LUST, UST (2), SWEEPS UST, HIST UST (2), CA FID UST, CUPA, HIST CORTESE, FINDS, ECHO, HAZNET If the surrounding properties are listed in the regulatory database, please refer to Section 5.1 for discussion. 2.3 PHYSICAL SETTING Geology:According to information obtained from the USGS, the area surrounding the subject property is underlain by alluvial deposits of the Holocene era. Based on a review of the USDA Soil Survey for the area of the subject property, the soils in the vicinity of the subject property are classified as the Urban land-Still complex. Soils from this series are characterized as sandy loam, very fine sandy loam, and silt loam. USGS Topographic Map:San Jose West, California Quadrangle Nearest surface water to subject property:Los Gatos Creek/0.39 mile west Gradient Direction/Source:East/Groundwater monitoring data for the adjacent site at 615 McGlincy Lane, obtained from GeoTracker Estimated Depth to Groundwater/Source:7 to 54 feet bgs/Groundwater monitoring data for the adjacent site at 615 McGlincy Lane, obtained from GeoTracker Wetlands:No / National Wetlands Inventory Flood Zone Information:Zone X / Fema Map #06085C0239H dated 5/18/18 Note: Groundwater flow direction can be influenced locally and regionally by the presence of local wetland features, surface topography, recharge and discharge areas, horizontal and vertical inconsistencies in the types and location of Project No. 389104 June 12, 2018 Page 18 680 and 700 East McGlincy Lane, Campbell,California subsurface soils, and proximity to water pumping wells. Depth and gradient of the water table can change seasonally in response to variation in precipitation and recharge, and over time, in response to urban development such as storm water controls, impervious surfaces, pumping wells, cleanup activities, dewatering, seawater intrusion barrier projects near the coast, and other factors. Project No. 389104 June 12, 2018 Page 19 680 and 700 East McGlincy Lane, Campbell,California 3.0 HISTORICAL REVIEW OF SITE AND VICINITY 3.1 HISTORICAL SUMMARY Reasonably ascertainable standard historical sources as outlined in ASTM Standard E1527-13 were used to determine previous uses and occupancies of the subject property that are likely to have led to RECs in connection with the subject property. A chronological summary of historical data found, including but not limited to aerial photographs, historical city directories, Sanborn fire insurance maps, and agency records, is as follows: Date Range Subject Property Description/Use Source(s) 1939-1978 Orchard and farming, including a prune-drying facility Current shop building constructed circa 1948 Aerial photographs, prior report, interview 1978-2005 Self-storage facility and household recycling depot Aerial photographs, city directories, prior report, interview 2008-present Self-storage facility Aerial photographs, city directories, prior report, interview, agency records, site visit Based on a review of historical sources, the subject property was identified to consist of orchard and farming land from the early 1900s to 1978, the current self-storage operation from 1978 to present, and a household recycling depot from 1978 to 2005. The subject property was historically used for agricultural purposes. There is a potential that agricultural chemicals, such as pesticides, herbicides and fertilizers, were used on site, and that the subject property has been impacted by the use of such agricultural chemicals. The entire area of the subject property is either paved over or covered by improvements that make direct contact with any potential remaining concentrations in the soil unlikely. Furthermore, the subject property is developed and used for commercial/light industrial purposes and thus no further action related to the former agricultural use of the subject property is warranted at this time. 3.2 AERIAL PHOTOGRAPHS AEI reviewed aerial photographs of the subject property and surrounding area. A search was made of the EDR collection of aerial photographs. Aerial photographs were reviewed for the following years: Year(s) Subject Property Description Adjacent Site Descriptions 1939 Agricultural land NORTH: Agricultural land EAST: Residences and agricultural land SOUTH: Agricultural land WEST: Agricultural land 1948, 1950, 1956, 1963, 1968 Addition of a two adjoining structures on east side of property No significant changes (Commercial development to the north begins in 1968) Project No. 389104 June 12, 2018 Page 20 680 and 700 East McGlincy Lane, Campbell,California Year(s) Subject Property Description Adjacent Site Descriptions 1974 Vacant land and two structures NORTH: Current commercial structures EAST: Residence SOUTH: Vacant land/storage yard WEST: Dwelling and storage yard 1982 Appears to be the recycling operation. One of the structures was removed No significant changes 1993, 1998, 2006, 2009, 2012, 2016 Current self-storage operation NORTH: No significant changes EAST: Appears to be a storage yard (current structure by 2009) SOUTH: Current residences WEST: Current construction operation Environmental concerns with the subject property as agricultural land are discussed in Section 3.0. 3.3 SANBORN FIRE INSURANCE MAPS Sanborn Fire Insurance maps were developed in the late 1800s and early 1900s for use as an assessment tool for fire insurance rates in urbanized areas. A search was made of the EDR collection of Sanborn Fire Insurance maps. Sanborn map coverage was not available for the subject property. 3.4 CITY DIRECTORIES A search of historical city directories was conducted for the subject property utilizing EDR. The following table summarizes the results of the city directory search. Year(s)Address - Occupant Listed 1922-1991 700 E McGlincy Lane - No listings 1996 700 E McGlincy Lane - Instant Storage Service, Bay Area Recycling Center 2010 700 E McGlincy Lane - Instant Storage Service, Pipeyard Inc, Asset Recovery Service 2014 700 E McGlincy Lane - Instant Storage Service, Pipeyard Inc AEI did not identify potential environmental concerns in association with the historical use of the subject property during the city directory review. No listings were found for the address 680 E McGlincy Lane. If available, copies of historical city directories are provided in the report appendices. 3.5 HISTORICAL TOPOGRAPHIC MAPS In accordance with our approved scope of services, historical topographic maps were not reviewed as a part of this assessment. Project No. 389104 June 12, 2018 Page 21 680 and 700 East McGlincy Lane, Campbell,California 3.6 CHAIN OF TITLE In accordance with our approved scope of services, a chain of title search was not performed as part of this assessment. Project No. 389104 June 12, 2018 Page 22 680 and 700 East McGlincy Lane, Campbell,California 4.0 REGULATORY AGENCY RECORDS REVIEW Local and state agencies, such as environmental health departments, fire prevention bureaus, and building and planning departments are contacted to identify any current or previous reports of hazardous substance use, storage, and/or unauthorized releases that may have impacted the subject property. In addition, information pertaining to AULs, defined as legal or physical restrictions, or limitations on the use of, or access to, a site or facility, is requested. 4.1 LOCAL ENVIRONMENTAL HEALTH DEPARTMENT AND/OR STATE ENVIRONMENTAL AGENCY On May 23, 2018, AEI contacted the Santa Clara County Environmental Health Department via email for information on the subject property. Files at this agency may contain information regarding hazardous substance storage and use, underground storage tanks, unauthorized releases of petroleum hydrocarbons or other contaminants that may affect the soil or groundwater in the area, wells and/or septic systems. According to Ms. Melissa Belloso, Senior Office Specialist, no records were on file for the subject property. 4.2 FIRE DEPARTMENT On June 5, 2018, AEI contacted the Santa Clara County Fire Department via office visit for information on the subject property to identify any evidence of previous or current hazardous substance usage and/or for any historical information available for the subject property. According to Ms. Victoria Bebee, the following information was on file for the subject property: Date Occupant Document Type Document Notes/Violations 1996 Instant Storage Service HMMP Inventory includes: Acetylene Oxygen Non-flammable gas 1998 Instant Storage Service Hazardous Materials Inspection Report States that business needs permit and needs to double chain acetylene tanks. 2000, 2003, 2004, 2006 Instant Storage Service Hazardous Materials Inspection Report Inventory includes: Acetylene Oxygen Argon No violations noted. 2005 Instant Storage Service Hazardous Materials Plan Closure Closure plan was approved 1996-1997 1998-1999 1999-2000 2000-2001 2001-2002 2002-2003 Instant Storage Service HMMP Declaration States that the approved HMMP from 1996 is still current and being implemented as submitted. Project No. 389104 June 12, 2018 Page 23 680 and 700 East McGlincy Lane, Campbell,California Date Occupant Document Type Document Notes/Violations 2012 Instant Storage Service Inspection notice HazMat Closure includes the removal of a 500-gallon propane AST and removal of oxygen and acetylene. Some welding gases are still being used on site. 2013, 2015 Instant Storage Service Hazardous Materials Inspection Report No violations noted. Review of information on file for the subject property at the Santa Clara County Fire Department revealed the use of compresses gases on site. Based on the nature of gases, the presence of these materials is not expected to represent a significant environmental concern. 4.3 BUILDING DEPARTMENT On June 5, 2018, AEI contacted the Campbell Building Department via website and office visit for information on the subject property in order to identify historical tenants, features of concern and property use. No building permits were on file for the subject property. 4.4 PLANNING DEPARTMENT On June 5, 2018, AEI contacted the Campbell Planning Department via office visit for information on the subject property in order to identify AULs associated with the subject property. AEI spoke with a department representative, who indicated that evidence indicating the existence of AULs was not on file for the subject property with the Campbell Planning Department. 4.5 COUNTY ASSESSOR OFFICE On May 23, 2018, AEI contacted the Santa Clara County assessor's office via telephone for information on the subject property in order to determine the earliest recorded date of development and use. According to the Santa Clara County assessor's office, the total lot size is 2.12 acres. The date of construction and building square footage were not on file. 4.6 OIL AND GAS WELLS/PIPELINES On May 23, 2018, AEI reviewed the California Department of Conservation’s Division of Oil, Gas, and Geothermal Resources maps and the National Pipeline Mapping System (NPMS) Public Map Viewer concerning the subject property and nearby properties. The maps contain information regarding oil and gas development. According to the California Department of Conservation’s Division of Oil, Gas, and Geothermal Resources map, oil or gas wells are not located within 500 feet of the subject property. AEI did Project No. 389104 June 12, 2018 Page 24 680 and 700 East McGlincy Lane, Campbell,California not identify evidence of environmental concerns during the map review. According to the NPMS Public Map Viewer, pipelines are not located within 500 feet of the subject property. AEI did not identify evidence of environmental concerns during the map review. 4.7 OTHER AGENCIES SEARCHED On May 23, 2018, AEI contacted the Bay Area Air Quality Management District (BAAQMD)for information regarding any records of PTO, NOV, or NTC issued to occupants of the subject property and associated with air emission equipment primarily related to stationary sources of air pollution, such as dry cleaning machines, boiler, and/or underground storage tanks. No information indicating the existence of any PTOs, NOVs, or NTCs was on file for the subject property with the BAAQMD. On May 23, 2018, AEI accessed the California Department of Toxic Substances Control (DTSC) Hazardous Waste Tracking System (HWTS)online database for information pertaining to hazardous waste disposal associated with the subject property. The HWTS generates reports on hazardous waste shipments for generators, transporters, and treatment, storage or disposal facilities (TSDFs). No information indicating the generation of hazardous wastes was on file for the subject property with the DTSC HWTS. On May 23, 2018, AEI accessed the California Department of Toxic Substances Control (DTSC) EnviroStor database, which contains information of investigation, cleanup, permitting, and/or corrective actions that are planned, being conducted or have been completed under DTSC oversight. No information indicating any release of hazardous materials from the subject property was found on the EnviroStor website. On May 23, 2018, AEI accessed the California State Water Resources Control Board (SWRCB) GeoTracker database, a data management system for managing sites that impact groundwater, especially those requiring groundwater cleanup [USTs, Department of Defense, Site Cleanup Program] as well as permitted facilities such as operating USTs and land disposal sites. No information indicating any release of hazardous materials from the subject property was found on the GeoTracker website. Records reviewed for a nearby site are further discussed in Section 5.1. On May 23, 2018, AEI contacted the Santa Clara Valley Water District (SCVWD)to determine if any wells exist on the subject property. According to Ms. Barbara Murray, Hydrologic Systems Analyst II, no wells are on the property. Project No. 389104 June 12, 2018 Page 25 680 and 700 East McGlincy Lane, Campbell,California 4.8 STATE ENVIRONMENTAL SUPERLIENS AND PROPERTY TRANSFER LAWS On June 7, 2018, the NETR Online Environmental Lien and AUL State Statuses website was visited to determine if the State of California has environmental superlien and/or property transfer laws which would allow environmental authorities the right to place a first priority lien on the subject property. According to the NETR Online Environmental Lien and AUL State Statuses website, the State of California does not have environmental superlien and/or property transfer laws. Project No. 389104 June 12, 2018 Page 26 680 and 700 East McGlincy Lane, Campbell,California 5.0 REGULATORY DATABASE RECORDS REVIEW AEI contracted Environmental Data Resources, Inc (EDR) to conduct a search of publicly available information from federal, state, tribal, and local databases containing known and suspected sites of environmental contamination and sites of potential environmental significance. Data gathered during the current regulatory database search is compiled by EDR into one regulatory database report. Location information for listed sites is designated using geocoded information provided by federal, state, or local agencies and commonly used mapping databases with the exception of "Orphan" sites. Due to poor or inadequate address information, Orphan sites are identified but not geocoded/mapped by EDR, rather, information is provided based upon vicinity zip codes, city name, and state. The number of listed sites identified within the approximate minimum search distance from the federal and state environmental records database listings specified in ASTM Standard E1527-13 is summarized in Section 5.1, along with the total number of Orphan sites. A copy of the regulatory database report is included in Appendix C of this report. The subject property was not identified in the databases reviewed. In determining if a listed site is a potential environmental concern to the subject property, AEI generally applies the following criteria to classify the site as lower potential environmental concern: 1) the site only holds an operating permit (which does not imply a release), 2) the site's distance from, and/or topographic position relative to, the subject property, and/or 3) the site has recently been granted "No Further Action" by the appropriate regulatory agency. 5.1 RECORDS SUMMARY Database Search Distance (Miles) Subject Property Listed Number of Listings within Search Distance Recognized Environmental Condition or Other Environmental Consideration (Yes or No) NPL 1 No 0 DELISTED NPL 0.5 No 0 SEMS (formerly CERCLIS) 0.5 No 0 SEMS-ARCHIVE (formerly CERCLIS NFRAP) 0.5 No 1 No RCRA CORRACTS 1 No 0 RCRA-TSDF 0.5 No 0 RCRA LQG, SQG, CESQGs, VGN, NLR SP/ADJ No 2 No US ENG CONTROLS SP No 0 US INST CONTROLS SP No 0 ERNS SP No 0 STATE/TRIBAL HWS 1 No 8 No STATE/TRIBAL SWLF 0.5 No 0 STATE/TRIBAL REGISTERED STORAGE TANKS SP/ADJ No 0 STATE/TRIBAL LUST 0.5 No 39 No Project No. 389104 June 12, 2018 Page 27 680 and 700 East McGlincy Lane, Campbell,California Database Search Distance (Miles) Subject Property Listed Number of Listings within Search Distance Recognized Environmental Condition or Other Environmental Consideration (Yes or No) STATE/TRIBAL EC and IC SP No 0 STATE/TRIBAL VCP 0.5 No 0 STATE/TRIBAL BROWNFIELD 0.5 No 0 ORPHAN N/A No 0 ADDITIONAL ENVIRONMENTAL RECORD SOURCES SP/ADJ No 26 Yes Facility Name: Modern Bench Operations Database(s): RCRA-SQG, CUPA, EMI Address: 665 McGlincey Lane Distance: Adjacent Direction: North (hydrologically cross-gradient) Comments: The RCRA-SQG and CUPA listings state that the site is a small quantity generator of hazardous waste and recycles the waste on site. The EMI listing states that the sit emits toxic air pollutants. Based on the lack of a documented release, the review of regulatory records was not deemed necessary and therefore these listings are not expected to represent a significant environmental concern. Facility Name: Bauer Concrete Database(s): LUST, HIST LUST, CUPA, HIST CORTESE Address: 615 McGlincey Lane Distance: Adjacent Direction: West northwest (hydrologically up- to partially cross-gradient) Comments: The LUST, HIST LUST, and HIST CORTESE listings state that a release of gasoline impacted soil at the site in 1997. As of 1997 the case status has been Completed- Case Closed. The UST, SWEEPS UST and CA FID UST listings state that the site has four active USTs. The HIST UST listing states that the site historically had four USTs. The CUPA listing states that the site generates waste oil. Based on the media impacted and case closure, the review of regulatory records was not deemed necessary and therefore these listings are not expected to represent a significant environmental concern. Facility Name: HBL Drapery & Nation Database(s): DRYCELANERS, EDR Hist Cleaner, CUPA Address: 625 McGlincy Lane Distance: Adjacent Direction: West northwest (hydrologically up- to cross-gradient) Project No. 389104 June 12, 2018 Page 28 680 and 700 East McGlincy Lane, Campbell,California Comments: The DRYCLEANERS listing states that the site was occupied by a dry cleaner. The CUPA listing indicates that the site generates hazardous waste. The EDR Hist Cleaner listing states that the site was occupied by a dry cleaner from 1977 to 2014. Dry cleaning operations have typically use chlorinated solvents, particularly PCE, during the dry cleaning process. These solvents, even when properly stored and handled, can readily migrate into the subsurface as a result of small releases associated with on-site operations. Chlorinated solvents are highly mobile chemicals that can easily accumulate in soil and soil gas, and migrate to groundwater beneath a facility. Information pertaining to the type of solvents used and/or additional concerns were not reported. The databases did not suggest that releases had been identified. Based on the number of years of operation (from 1977 to 2014) and the cleaners proximity to the subject property, the potential exists that, if a release of chlorinated solvents occurred at this site, the subsurface of the subject property may have also been impacted. Assessment of the subject property does not indicate that the subject property would be investigated as a source of this contamination, and therefore, it is unlikely that the subject property owner would be responsible for any cleanup costs associated with a release at this site. Facility Name: West Valley Construction Database(s): RCRA-SQG, LUST (3), HIST LUST, UST (2), SWEEPS UST, HIST UST (2), CA FID UST, CUPA, HIST CORTESE, FINDS, ECHO, HAZNET Address: 580 McGlincey Lane Distance: Adjacent Direction: West (hydrologically up-gradient) Comments: The RCRA-SQG and HAZNET listings indicate that the site generates hazardous waste. The LUST listing states that a release of diesel impacted soil. As of 1999 the case status has been Completed- Case Closed. The HIST UST listing states that three USTs were historically located on site. No significant information is provided in the FINDS or ECHO listings, however they are associated with the above listings. Based on the media impacted and case closure, the review of regulatory records was not deemed necessary and therefore these listings are not expected to represent a significant environmental concern. Facility Name: Anderson Automotive, Pro-Formance Painting, Lambert Lube, Condor Mfg Co Database(s): CUPA (5), PEST LIC Address: 645, 655, 695, 710 McGlincy Lane Distance: Adjacent Direction: Variable to the north (hydrologically cross-gradient) Comments: These listings indicate several of the north adjacent sites generate hazardous waste. Additionally, 645 E McGlincy Lane was also listed as a PEST LIC site, indicating that the property stores pesticides on site. Based on the lack of a documented release, the review of regulatory records was not deemed necessary and therefore these listings are not expected to represent a significant environmental concern. Facility Name: Orchard City Floor Project No. 389104 June 12, 2018 Page 29 680 and 700 East McGlincy Lane, Campbell,California Database(s): SLIC Address: 480 E McGlincy Lane Distance: 0.144 mile Direction: West southwest (hydrologically up- to partially cross-gradient) Comments: This listing states that a release of Gasoline/TPH, Waste oil/Motor/Hydraulic/Lubricating oil impacted groundwater. In 1995 an aboveground storage tank and a sump were removed from the site, and 20 cubic yards of contaminated soil was excavated. As of 2016 the case status has been Completed- Case Closed. According to the Case Closure letter on GeoTracker, groundwater was not impacted or sampled. Based on the media impacted, relative distance, and case closure, this listing is not expected to represent a significant environmental concern. 5.2 VAPOR MIGRATION AEI reviewed reasonably ascertainable information for the subject and nearby properties, including a regulatory database, files for nearby release sites, and/or historical documentation, to determine if potential vapor-phase migration concerns may be present which could impact the subject property. Based on a review of available resources as documented in this report, AEI did not identify significant on-site concerns and/or regulated listings from nearby sites which suggest that a vapor-phase migration concern currently exists at the subject property. Project No. 389104 June 12, 2018 Page 30 680 and 700 East McGlincy Lane, Campbell,California 6.0 INTERVIEWS AND USER PROVIDED INFORMATION 6.1 INTERVIEWS Pursuant to ASTM E1527-13, the following interviews were performed during this assessment in order to obtain information indicating RECs in connection with the subject property. 6.1.1 INTERVIEW WITH OWNER The subject property owner, Mr. Jim Chalmers of Instant Storage Service, was contacted in person on June 4, 2018. Mr. Chalmers has been associated with the subject property since 1978. Mr. Chalmers stated that the property was formerly occupied by agricultural land and a prune-drying facility, an irrigation supply, a household recycling center, and contractor storage and farming. The current structure on site was formerly occupied by an auto and truck repair for maintenance of company vehicles. Mr. Chalmers was asked if he was aware of any of the following: Yes No Any knowledge of USTs, clarifiers or oil/water separators, sumps, or other subsurface features. Any knowledge of previous environmental investigations conducted on site. Any knowledge of current or past industrial operations and/or other operations which would involve the use of hazardous substances and/or petroleum products.  Any known plans for site redevelopment or change in site use. Any pending, threatened, or past litigation relevant to hazardous substances or petroleum products in, on, or from the property. Any pending, threatened or past administrative proceedings relevant to hazardous substances or petroleum products in, on, or from the property. Any notices from any governmental entity regarding any possible violation of environmental laws or possible liability relating to hazardous substances or petroleum products.  Any incidents of flooding, leaks, or other water intrusion, and/or complaints related to indoor air quality. Comments: A prior Phase I and Phase I Update were conducted for the property; Refer to Section 6.3. The building was formerly used for truck and mechanical equipment repair, which used hazardous substances including oils and water-based paint. Based on the lack of regulatory database listings and lack of evidence of mismanagement, the prior use of hazardous substances in connection with the repair area is not expected to represent a significant environmental concern. There are plans to redevelop the site with mini-storage buildings. 6.1.2 INTERVIEW WITH KEY SITE MANAGER The property owner, Mr. Jim Chalmers of Instant Storage Service, is also the key site manager. Refer to Section 6.1.1. Project No. 389104 June 12, 2018 Page 31 680 and 700 East McGlincy Lane, Campbell,California 6.1.3 PAST OWNERS, OPERATORS, AND OCCUPANTS AEI did not attempt to interview past owners, operators, and occupants of the subject property because information from these sources would likely be duplicative of information already obtained from other sources. 6.1.4 INTERVIEW WITH OTHERS Information obtained during interviews with local government officials is incorporated into the appropriate segments of this section. 6.2 USER PROVIDED INFORMATION User provided information is intended to help identify the possibility of RECs in connection with the subject property. According to ASTM E1527-13 and the EPA Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), certain items should be researched by the prospective landowner or grantee, and the results of such inquiries may be provided to the Environmental Professional. The responsibility for qualifying for LLPs by conducting the inquiries ultimately rests with the User, and providing the information to the Environmental Professional would be prudent if such information is available. The User did not complete the ASTM User Questionnaire or provide the User information to AEI. AEI assumes that qualification for the LLPs is being established by the User in documentation outside of this assessment. 6.2.1 ENVIRONMENTAL LIENS In accordance with our approved scope of services, AEI contracted Environmental Data Resources, Inc (EDR) to perform an environmental lien search for the subject property. According to EDR, environmental liens were not identified during the review of historical ownership documentation. A copy of the EDR report is provided in the appendices. 6.3 PREVIOUS REPORTS AND OTHER PROVIDED DOCUMENTATION Documentation was provided to AEI by Mr. Jim Chalmers, Owner during this assessment. A summary of this information follows: Phase I Environmental Site Assessment (680-750 East McGlincey Lane), prepared by ERAS Environmental, Inc (April 13, 2005) This assessment was conducted for the subject property and the two adjoining parcels to the east. During the time of the assessment, the subject property was occupied by Instant Storage Service, Bay Area Recycling Center, and residences. During the site reconnaissance, various compressed gases and small quantities of spray lubricants were observed on the property. No environmental concerns associated with these materials were noted. No RECs were identified during the assessment and ERAS recommended no further work be Project No. 389104 June 12, 2018 Page 32 680 and 700 East McGlincy Lane, Campbell,California performed. This report describes the subject property generally consistent with current conditions. Phase I Environmental Site Assessment Update (680-750 East McGlincey Lane), prepared by ERAS Environmental, Inc (September 5, 2008) ERAS performed a site visit and reviewed information since the previous Phase I was conducted and determined that the only change to the property was the addition of two condominium buildings. No significant changes had been made which would indicate a REC since the previous ERAS reports. No further work was recommended. This report additionally notes updates to the ESA in 2006, 2007, and March 2008, however no changes were observed which would affect environmental conditions. This report describes the subject property generally consistent with current conditions. A copy of the report is included in the appendices. Note: If the above documentation was not prepared by AEI, the information obtained was not verified for accuracy and a critique of the information contained therein is beyond the scope of this assessment. Project No. 389104 June 12, 2018 Page 33 680 and 700 East McGlincy Lane, Campbell,California 7.0 SITE RECONNAISSANCE Site Reconnaissance Date June 5, 2018 AEI Site Assessor Natalie Vaughan Property Escort/Relationship to Property Mr. Jim Chalmers/Owner Units/Areas Observed Interior of the building and exterior of the property Area(s) not accessed and reason(s) The interior of the portable storage units were not accessed due to confidentiality reasons. Based on the contents (household storage), this limitation is not expected to alter the overall findings of this assessment. Due to the large volume of stored products on the property and inside the building, direct visual observation of many of the floor and wall areas of the subject property and building was not possible. Features may be present that were not observed during AEI’s field reconnaissance. Based on the quality of information obtained from other sources, this limitation is not expected to alter the overall findings of this assessment. Weather Warm and sunny 7.1 SUBJECT PROPERTY RECONNAISSANCE FINDINGS Yes No Observation Regulated Hazardous Substances/Wastes and/or Petroleum Products in Connection with Property Use Aboveground Hazardous Substance or Petroleum Product Storage Tanks (ASTs) Underground Hazardous Substance or Petroleum Product Storage Tanks (USTs) Hazardous Substance and Petroleum Product Containers Not in Connection with Property Use Unidentified Substance Containers Electrical or Mechanical Equipment Likely to Contain Fluids Interior Stains or Corrosion Strong, Pungent, or Noxious Odors Pools of Liquid Drains, Sumps, and Clarifiers Pits, Ponds, and Lagoons Stained Soil or Pavement Stressed Vegetation Solid Waste Disposal or Evidence of Fill Materials Waste Water Discharges Wells Septic Systems Biomedical Wastes Dry Cleaners Other The subject property is currently occupied by Instant Self Storage. On-site operations consist of self-storage. Project No. 389104 June 12, 2018 Page 34 680 and 700 East McGlincy Lane, Campbell,California DRAINS, SUMPS, AND CLARIFIERS Several storm drains were observed on the subject property. AEI did not observe evidence of hazardous substances or petroleum products in the vicinity of the drains. Based on the use of the drains solely for storm water runoff, the presence of the drains is not expected to represent a significant environmental concern. OTHER Trolley cart tracks were observed on the ground on the interior and exterior of the subject property building. According to the owner, the tracks were used to transport dried prunes when the agricultural prune-drying facility occupied the property prior to 1970. Based on the lack of hazardous substances used in the operation, the presence of the tracks is not expected to represent a significant environmental concern. 7.2 ADJACENT PROPERTY RECONNAISSANCE FINDINGS Yes No Observation Hazardous Substances/Wastes and/or Petroleum Products in Connection with Property Use Aboveground Hazardous Substance or Petroleum Product Storage Tanks (ASTs) Underground Hazardous Substance or Petroleum Product Storage Tanks (USTs) Hazardous Substance and Petroleum Product Containers Not in Connection with Property Use Unidentified Substance Containers Electrical or Mechanical Equipment Likely to Contain Fluids Strong, Pungent, or Noxious Odors Pools of Liquid Drains, Sumps, and Clarifiers Pits, Ponds, and Lagoons Stained Soil or Pavement Stressed Vegetation Solid Waste Disposal or Evidence of Fill Materials Waste Water Discharges Wells Septic Systems Dry Cleaners Other ELECTRICAL OR MECHANICAL EQUIPMENT LIKELY TO CONTAIN FLUIDS Toxic PCBs were commonly used historically in electrical equipment such as transformers, fluorescent lamp ballasts, and capacitors. According to United States EPA regulation 40 CFR, Part 761, there are three categories for classifying such equipment: <50 ppm of PCBs is considered "Non-PCB"; between 50 and 500 ppm is considered "PCB-Contaminated"; and >500 ppm is considered "PCB-Containing". Pursuant to 15 U.S.C. 2605(e)(2)(A), the manufacture, process, or distribution in commerce or use of any polychlorinated biphenyl in any manner other than in a totally enclosed manner was prohibited after January 1, 1977. Project No. 389104 June 12, 2018 Page 35 680 and 700 East McGlincy Lane, Campbell,California Transformers The management of potential PCB-containing transformers is the responsibility of the local utility or the transformer owner. Actual material samples need to be collected to determine if transformers are PCB-containing. Two pole-mounted transformers were observed on the adjacent sites during the site reconnaissance. No spills, staining, or leaks were observed on or around the transformers. Based on the good condition of the equipment, the transformers are not expected to represent a significant environmental concern. DRAINS, SUMPS, AND CLARIFIERS Several storm drains were observed on the adjacent properties. AEI did not observe evidence of hazardous substances or petroleum products in the vicinity of the drains. Based on the use of the drains solely for storm water runoff, the presence of the drains is not expected to represent a significant environmental concern. Project No. 389104 June 12, 2018 Page 36 680 and 700 East McGlincy Lane, Campbell,California 8.0 OTHER ENVIRONMENTAL CONSIDERATIONS 8.1 ASBESTOS-CONTAINING BUILDING MATERIALS Potential ACMs were not observed in the building on the subject property. 8.2 LEAD-BASED PAINT Painted surfaces were not observed on the building on the subject property. 8.3 RADON Radon is a naturally-occurring, odorless, and invisible gas. Natural radon levels vary and are closely related to geologic formations. Radon may enter buildings through basement sumps or other openings. The United States EPA has prepared a map to assist National, State, and local organizations to target their resources and to implement radon-resistant building codes. The map divides the country into three radon zones, with Zone 1 being those areas with the average predicted indoor radon concentration in residential dwellings exceeding the EPA Action Limit of 4.0 pCi/L. It is important to note that the EPA has found homes with elevated levels of radon in all three zones, and the EPA recommends site specific testing in order to determine radon levels at a specific location. However, the map does give a valuable indication of the propensity of radon gas accumulation in structures. Radon sampling was not requested as part of this assessment. According to the US EPA, the radon zone level for the area is Zone 2, which has a predicted average indoor screening level between 2 pCi/L and 4 pCi/L, equal to or below the action level of 4 pCi/L set forth by the US EPA. 8.4 DRINKING WATER SOURCES AND LEAD IN DRINKING WATER The City of Mountain View supplies potable water to the subject property. The most recent water quality report (2016) states that the 90th percentile value for lead levels in samples obtained from the area's water supply was 7.6 ppb . Only one samples out of a total of 34 samples had lead levels exceeding the regulatory action level. Typical sources of lead in drinking water include corrosion of household plumbing systems. Overall, lead levels are well within standards established by the United States EPA. 8.5 MOLD/INDOOR AIR QUALITY ISSUES Molds are simple, microscopic organisms, which can often be seen in the form of discoloration, frequently green, gray, white, brown, or black. When excessive moisture or water accumulates indoors, mold growth will often occur, particularly if the moisture problem remains undiscovered or is not addressed. As such, interior areas of buildings characterized by poor ventilation and high humidity are the most common locations of mold growth. Building materials including drywall, wallpaper, baseboards, wood framing, insulation, and carpeting often play host to such growth. Mold spores primarily cause health problems through the inhalation of mold spores or the toxins they emit when they are present in large numbers. This can occur primarily when there is active Project No. 389104 June 12, 2018 Page 37 680 and 700 East McGlincy Lane, Campbell,California mold growth within places where people live or work. Mold, if present, may or may not visually manifest itself. Neither the individual completing this inspection, nor AEI has any liability for the identification of mold-related concerns except as defined in applicable industry standards. In short, this Phase I ESA should not be construed as a mold survey or inspection. AEI observed interior areas of the subject property buildings to identify the potential presence of mold. AEI did not note obvious visual or olfactory indications of the presence of mold, nor did AEI observe obvious indications of significant water damage. As such, no bulk sampling of suspect surfaces was conducted as part of this assessment and no additional action with respect to suspect mold appears to be warranted at this time. This activity was not designed to discover all areas which may be affected by mold growth on the subject property. Rather, it is intended to give the client an indication if significant (based on observed areas) mold growth is present at the subject property. Additional areas of mold not observed as part of this limited assessment, possibly in pipe chases, HVAC systems, and behind enclosed walls and ceilings, may be present on the subject property. Project No. 389104 June 12, 2018 Page 38 680 and 700 East McGlincy Lane, Campbell,California 9.0 FINDINGS, CONCLUSIONS, AND RECOMMENDATIONS 9.1 FINDINGS 9.1.1 RECOGNIZED ENVIRONMENTAL CONDITIONS Recognized Environmental Condition (REC) is defined by the ASTM Standard Practice E1527-13 as the presence or likely presence of any hazardous substances or petroleum products in, on, or at a property: (1) due to release to the environment; (2) under conditions indicative of a release to the environment; or (3) under conditions that pose a material threat of a future release to the environment. This assessment has revealed no evidence of RECs in connection with the subject property. 9.1.2 CONTROLLED RECOGNIZED ENVIRONMENTAL CONDITIONS Controlled Recognized Environmental Condition (CREC) is defined by the ASTM Standard Practice E1527-13 as a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority, with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls. This assessment has revealed no evidence of CRECs in connection with the subject property. 9.1.3 HISTORICAL RECOGNIZED ENVIRONMENTAL CONDITIONS Historical Recognized Environmental Condition (HREC) is defined by the ASTM Standard Practice E1527-13 as a past release of any hazardous substances or petroleum products that has occurred in connection with the property and has been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted use criteria established by a regulatory authority, without subjecting the property to any required controls. This assessment has revealed no evidence of HRECs in connection with the subject property. 9.1.4 OTHER ENVIRONMENTAL CONSIDERATIONS (NON-ASTM SCOPE) Other Environmental Considerations include, but are not limited to, de minimis conditions and/ or environmental considerations such as the presence of ACMs, LBP, radon, mold, and lead in drinking water, which can affect the liabilities and financial obligations of the client, the health and safety of site occupants, and the value and marketability of the subject property. This assessment has revealed no related conditions of concern in connection with the subject property. 9.2 CONCLUSIONS AEI has performed a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice E 1527-13 of 680 and 700 East McGlincy Lane, Campbell, Santa Clara County, California, the Property. Any exceptions to or deletions from this practice are described Project No. 389104 June 12, 2018 Page 39 680 and 700 East McGlincy Lane, Campbell,California in Section 1.5 of this report. This assessment has revealed no evidence of RECs or CRECs in connection with the subject property. AEI's assessment included an evaluation of other Environmental Conditions including, but are not limited to, de minimis conditions and/or environmental considerations such as the presence of asbestos-containing materials, radon, lead-based paint, wetlands and mold and lead in drinking water, which can affect the liabilities and financial obligations of the client, the health and safety of site occupants, and the value and marketability of the subject property. This assessment has revealed no evidence of related conditions of concern in connection with the subject property. 9.3 RECOMMENDATIONS As a result of this assessment, AEI does not recommend further investigation of the subject property at this time. Project No. 389104 June 12, 2018 Page 40 680 and 700 East McGlincy Lane, Campbell,California 10.0 SIGNATURE OF ENVIRONMENTAL PROFESSIONALS I declare that, to the best of my professional knowledge and belief, I meet the definition of Environmental Professional as defined in §312.10 of 40 CFR Part 312. I have the specific qualifications based on education, training, and experience to assess a property of the nature, history and setting of the subject property. I have developed and performed the all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312. Prepared By:Reviewed By: Natalie Vaughan Amanda Lettieri Project Manager Senior Author Project No. 389104 June 12, 2018 Page 41 680 and 700 East McGlincy Lane, Campbell,California 11.0 REFERENCES Item Date(s)Source Soils Information Accessed June 2018 USDA Web Soil Survey http://websoilsurvey.nrcs.usda.gov/ app/WebSoilSurvey.aspx Topographic Map 2015 USGS Depth to Groundwater Information 1997 http://geotracker.waterboards.ca.gov/ Wetlands Information June 7, 2018 https://fwsprimary.wim.usgs.gov/ wetlands/apps/wetlands-mapper/ Flood Zone Information June 7, 2018 https://msc.fema.gov/portal/search Aerial Photographs 1939-2016 (non-inclusive)EDR Sanborn Map Report/Search May 23, 2018 EDR City Directories 1922-2014 (non-inclusive)EDR Environmental Health Department/State Environmental Agency May 23, 2018 Santa Clara County Environmental Health Department Fire Department June 5, 2018 Santa Clara County Fire Department Building Department June 5, 2018 Campbell Building Department Planning Department June 5, 2018 Campbell Planning Department Assessor's Information and Parcel Map May 23, 2018 Santa Clara County assessor's office Oil and Gas Wells/Pipelines May 23, 2018 California Department of Conservation’s Division of Oil, Gas, and Geothermal Resources and NPMS Public Map Viewer https://www.npms.phmsa.dot.gov/ PublicViewer/composite.jsf Other Agencies Searched May 23, 2018 BAAQMD, GeoTracker, Envirostor, DTSC HWTS, SCVWD State Environmental Superliens / Property Transfer Laws June 7, 2018 NETR Online Environmental Lien and AUL State Statuses website http://environmental.netronline.com/ lienStatutes.aspx Regulatory Database Report May 23, 2018 EDR Interview with Owner June 4, 2018 Mr. Jim Chalmers Lien Search May 25, 2018 EDR Previous Reports April 13, 2005 September 5, 2008 Phase I Environmental Site Assessment (680-750 East McGlincey Lane), prepared by ERAS Environmental, Inc Phase I Environmental Site Assessment Update (680-750 East McGlincey Lane), prepared by ERAS Environmental, Inc Radon Zone Information 1993 US EPA Map of Radon Zones https://www.epa.gov/radon Water Quality Report 2016 City of Mountain View Project No. 389104 June 12, 2018 Page 42 680 and 700 East McGlincy Lane, Campbell,California APPENDIX A FIGURES Project No. 389104 June 12, 2018 680 and 700 East McGlincy Lane, Campbell,California Topographic Maps may be obtained from http://historicalmaps.arcgis.com/usgs/ Legend: Approximate Property Boundary Source: USGS Topographic Map San Jose West, California (2015) Figure 1: TOPOGRAPHIC MAP 680 and 700 East McGlincy Lane, Campbell, California 95008 Project Number: 389104 See instructional text on Figure 2 above. Use a HIGH QUALITY AERIAL PHOTOGRAPH with NO labels or subject property tag. Every site plan MUST include labels of the following items: • Subject property boundary as reflected on parcel map (in RED, use Word Freeform tool) • On-site building designations reflecting report text (for multiple buildings) • Parent parcel boundary (if subject property is a condominium) • Adjacent streets • CURRENT and HISTORIC on-site features of concern/note, including but not limited to: Haz substances storage/handling areas Storm drains Floor drains Oil/water separators Sumps USTs/ASTs Soil borings Hydraulic lifts Underground pipelines Septic systems Areas of staining Generators Paint spray booths Retention ponds Railroad tracks and spurs Wells (water, monitoring, oil/gas, etc.) Please add to the Legend below where appropriate • Adjacent sites: -Tenant/nature of occupancy -Address(es) – based on site observations and assessor/GIS map research (including addresses for residences and vacant parcels where addresses are available) -Regulatory database listing(s) marked with * -Major features of concern, if possible (USTs, ASTs, railroad tracks, etc.) • Groundwater direction using blue arrow on the map and directed appropriately. ACs: Please review the sample Site Plan provided in the AC Resources Folder on Sharefile. DO NOT REMOVE THIS INSTRUCTIONAL TEXT Legend Estimated Groundwater Flow Direction Approximate Property Boundary Listed in Environmental Database Report * Figure 2: SITE MAP 680 and 700 East McGlincy Lane, Campbell, California 95008 Project Number: 389104 Residences (663-675 Regas Drive) Multi-tenant commercial/industrial building (710 E McGlincy Lane)* West Valley Construction (580 E McGlincy Lane)* Office building (615 E McGlincy Lane)* Auto Repair Shop (625 E McGlincy Lane)* Bay Area Rodent Solutions (645 E McGlincy Lane)* Sterling Marble & Granite (655 E McGlincy Lane)* Caliber Collision (665 E McGlincy Lane)* Lambert & Sons Floor Covering (695 E McGlincy Lane)* APPENDIX B PROPERTY PHOTOGRAPHS Project No. 389104 June 12, 2018 680 and 700 East McGlincy Lane, Campbell,California 1. North side of subject property 2. East side of subject property 3. South side of subject property 4. South side of subject property Project No. 389104 June 12, 2018 680 and 700 East McGlincy Lane, Campbell, California 5. West side of subject property 6. View looking south across subject property 7. Interior of building 8. Interior of building Project No. 389104 June 12, 2018 680 and 700 East McGlincy Lane, Campbell, California 9. View of track feature inside building 10. Interior of building 11. Interior of building 12. View of track feature inside building Project No. 389104 June 12, 2018 680 and 700 East McGlincy Lane, Campbell, California 13. View of track feature on outside of building 14. View of small storage structure 15. North adjacent property 16. East adjacent property Project No. 389104 June 12, 2018 680 and 700 East McGlincy Lane, Campbell, California 17. South adjacent property 18. West adjacent property Project No. 389104 June 12, 2018 680 and 700 East McGlincy Lane, Campbell, California APPENDIX C REGULATORY DATABASE Project No. 389104 June 12, 2018 680 and 700 East McGlincy Lane, Campbell,California FORM-CP6-ASH ®kcehCoeG htiw tropeR ™paM suidaR RDE ehT 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com 389104 - Campbell, CA 680 East McGlincy Campbell, CA 95008 Inquiry Number: 5308891.2s May 23, 2018 SECTION PAGE Executive Summary ES1 Overview Map 2 Detail Map 3 Map Findings Summary 4 Map Findings 8 Orphan Summary 173 Government Records Searched/Data Currency Tracking GR-1 GEOCHECK ADDENDUM Physical Setting Source Addendum A-1 Physical Setting Source Summary A-2 Physical Setting Source Map A-7 Physical Setting Source Map Findings A-8 Physical Setting Source Records Searched PSGR-1 TC5308891.2s Page 1 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2018 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. TABLE OF CONTENTS EXECUTIVE SUMMARY TC5308891.2s EXECUTIVE SUMMARY 1 A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR). The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E 1527-13), the ASTM Standard Practice for Environmental Site Assessments for Forestland or Rural Property (E 2247-16), the ASTM Standard Practice for Limited Environmental Due Diligence: Transaction Screen Process (E 1528-14) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS 680 EAST MCGLINCY CAMPBELL, CA 95008 COORDINATES 37.2784540 - 37˚ 16’ 42.43’’Latitude (North): 121.9383120 - 121˚ 56’ 17.92’’Longitude (West): Zone 10Universal Tranverse Mercator: 594123.0UTM X (Meters): 4126087.2UTM Y (Meters): 208 ft. above sea levelElevation: USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY 5640416 SAN JOSE WEST, CATarget Property Map: 2012Version Date: AERIAL PHOTOGRAPHY IN THIS REPORT 20140606Portions of Photo from: USDASource: 5308891.2s Page 2 G39 BIX FURNITURE SERVIC 500 E MCGLINCY LN CUPA Listings Higher 671, 0.127, WSW G38 TIM CAMPBELL DESIGN 500 E MCGLINCY LN CUPA Listings Higher 671, 0.127, WSW F37 NEXTPRESS 879 MCGLINCY LN CUPA Listings Higher 602, 0.114, ENE G36 LINDEMANN ENGINEERIN 520 MCGLINCY LN 3 CUPA Listings Higher 541, 0.102, WSW G35 WOODWORKS RESTORATIO 520 E MC GLINCEY LAN RCRA-SQG, FINDS, ECHO, HAZNET Higher 541, 0.102, WSW G34 THE ULTIMATE KITCHEN 520 E MCGLINCY LN, # CUPA Listings, EMI Higher 541, 0.102, WSW G33 WOODWORKS THE 520 MCGLINCY LN 17 CUPA Listings Higher 541, 0.102, WSW G32 FINISHING TOUCH PAIN 520 E MCGLINCY LN #1 CUPA Listings Higher 541, 0.102, WSW G31 ALL PERFECT FINISH 555 E MCGLINCY LN, # CUPA Listings, EMI Higher 537, 0.102, WSW G30 THE PERFECT FINISH I 555 E MCGLINCY LN C CUPA Listings Higher 537, 0.102, WSW F29 SOUTH VALLEY TRANSMI 597 UNION AVE EDR Hist Auto Lower 495, 0.094, East F28 IQ AUTOWORKS 805 E MCGLINCEY LN CUPA Listings Higher 482, 0.091, ENE E27 PACIFIC SURFACING 520 W CHESTER DR LUST, HIST LUST, SWEEPS UST, CA FID UST, HIST... Higher 442, 0.084, NW F26 GRAND TURISMO COACH 781 MCGLINCEY LANE # RCRA NonGen / NLR, FINDS, ECHO Higher 364, 0.069, NE E25 CAMPBELL GRAPHICS IN 545 WESTCHESTER DR CUPA Listings Higher 357, 0.068, WNW C24 CAL COAST WEATHERIZI 529A FORMAN DR RCRA NonGen / NLR Higher 316, 0.060, NNW D23 AOPTIX TECHNOLOGIES 599 MCGLINCY LN B CUPA Listings Higher 253, 0.048, West D22 TWIN GLASS TECHNOLOG 599 E MCGLINCY LN A CUPA Listings Higher 253, 0.048, West D21 CAMBRIAN GO KARTS 599 E MCGLINCY LN A CUPA Listings Higher 253, 0.048, West 20 RAINBOW LAUNDRY & DR 657 REGAS DR EDR Hist Cleaner Higher 215, 0.041, ESE D19 WEST VALLEY CONSTRUC 580 E MC GLINCEY LN UST Higher 172, 0.033, WSW D18 WEST VALLEY CONSTRUC 580 MCGLINCY LUST, HIST LUST, CUPA Listings, HIST CORTESE Higher 172, 0.033, WSW D17 WEST VALLEY CONSTRUC 580 E MCGLINCEY LN HIST UST Higher 172, 0.033, WSW D16 WEST VALLEY CONSTRUC 580 MC GLINCY LN UST Higher 172, 0.033, WSW D15 W VALLEY CONSTRUCTIO 580 MCGLINCEY LANE LUST, SWEEPS UST, CA FID UST Higher 172, 0.033, WSW D14 WEST VALLEY CONSTRUC 580 MCGLINCEY LANE RCRA-SQG, LUST, HIST UST, FINDS, ECHO, HAZNET Higher 172, 0.033, WSW C13 LAMBERT & SONS FLOOR 695 MCGLINCY LN CUPA Listings Higher 168, 0.032, North C12 LAMBERT LUBE 695 MCGLINCY LN CUPA Listings Higher 168, 0.032, North A11 RAWSON CUSTOM CABINE 715 MCGLINCEY RCRA NonGen / NLR, FINDS, ECHO, EMI, HAZNET Higher 155, 0.029, NNE B10 DURO CONCRETE INC 615 E MCGLINCY LN B CUPA Listings Higher 104, 0.020, West B9 BAUER CONCRETE 615 MCGLINCEY LN LUST, HIST LUST, HIST CORTESE Higher 104, 0.020, West B8 H B L CLEANERS 625 E MCGLINCEY LN EDR Hist Cleaner Higher 85, 0.016, WNW B7 HBL DRAPERY & NATL G 625 MCGLINCY LN D CUPA Listings Higher 85, 0.016, WNW B6 HBL DRAPERY & NATION 625 MCGLINCY LN DRYCLEANERS Higher 85, 0.016, WNW B5 CONDOR MFG CO 645 E MCGLINCY LN A CUPA Listings, PEST LIC Higher 81, 0.015, NW A4 MODERN BENCH OPERATI 665 MCGLINCEY LN RCRA-SQG, EMI Higher 81, 0.015, NNW A3 CALIBER COLLISION CE 665 E MCGLINCY LN CUPA Listings Higher 81, 0.015, NNW A2 ANDERSON AUTOMOTIVE 655 E MCGLINCY LN C CUPA Listings Higher 80, 0.015, NW A1 PRO-FORMANCE PAINTIN 710 E MCGLINCY LN CUPA Listings Higher 67, 0.013, NE MAPPED SITES SUMMARY Target Property Address: 680 EAST MCGLINCY CAMPBELL, CA 95008 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS 5308891.2s Page 3 O78 MELLO PIPELINES 260 MCGLINCEY LUST, HIST LUST, HIST CORTESE Higher 1999, 0.379, WSW N77 COSENTINO VEGETABLE 2666 S BASCOM AVE LUST Higher 1960, 0.371, SSE N76 COSENTINO VEGETABLE 2666 S BASCOM AVE LUST, HIST LUST Higher 1960, 0.371, SSE N75 COSENTINO’S GROCERY 2666 BASCOM HIST CORTESE Higher 1960, 0.371, SSE M74 BROOKSIDE DEVELOPMEN 2380 BASCOM HIST CORTESE Lower 1941, 0.368, ENE L73 SWEENEY & SONS INC. 70 CRISTICH LN LUST, HIST LUST Higher 1796, 0.340, WSW L72 CAMPBELL COLLISION C 70 CRISTICH LANE LUST, CUPA Listings, EMI, HIST CORTESE Higher 1796, 0.340, WSW K71 SANCO PIPELINES INC 213 CRISTICH LN LUST, HIST LUST, CUPA Listings Higher 1469, 0.278, West 70 BLUE SPRUCE LANDSCAP 200 CRISTICH LN LUST, HIST LUST, CHMIRS, CUPA Listings, HAZNET,... Higher 1431, 0.271, West J69 PACIFIC AEROSPACE SV 354 MCGLINCEY LANE ENVIROSTOR Higher 1428, 0.270, SW J68 PACIFIC AEROSPACE SE 354 EAST MCGLINCEY L SEMS-ARCHIVE, PRP Higher 1428, 0.270, SW J67 SITE 53, WASTE OIL T 354 MCGLINCEY HIST CORTESE Higher 1346, 0.255, SW K66 TANNER CONSTRUCTION 214 CRISTICH LN LUST, HIST LUST Higher 1336, 0.253, West K65 TANNER CONSTRUCTION, 214 CRISTICH LN LUST, HIST UST, HIST CORTESE Higher 1336, 0.253, West 64 CHALET WOODS LIMITED 346 UNION AVE SWEEPS UST Lower 1265, 0.240, NNE 63 RICOH AMERICAS HOLDI 675 CAMPBELL TECHNOL CUPA Listings, HAZNET Higher 1262, 0.239, WNW K62 WEST VALLEY CHARTER 240 CRISTICH LN SWEEPS UST, HIST UST, CA FID UST Higher 1256, 0.238, West K61 WEST VALLEY CHARTER 240 CRISTICH LN LUST, HIST LUST, WDS, CIWQS Higher 1256, 0.238, West K60 WEST VALLEY CHARTER 240 CRISTICH LN LUST, HIST UST, CUPA Listings, HIST CORTESE, NPDES Higher 1256, 0.238, West K59 WEST VALLEY CHARTER 240 CRISTICH LN UST Higher 1256, 0.238, West K58 JAMES GRIFFITHS, INC 260 CRISTICH LN HIST UST Higher 1255, 0.238, West K57 CAMPBELL AUTO RESTOR 260 CRISTICH LN, # A CUPA Listings, EMI Higher 1255, 0.238, West K56 JAMES GRIFFITHS, INC 260 CRISTICH LN CA FID UST Higher 1255, 0.238, West K55 GRIFFITH’S PROPERTY 260 CRISTICH LN LUST, HIST LUST, SWEEPS UST, HIST CORTESE Higher 1255, 0.238, West J54 A’S PRINTING 374 E MCGLINCY LN CUPA Listings Higher 1216, 0.230, SW 53 AOPTIX TECHNOLOGIES 695 CAMPBELL TECHNOL CUPA Listings Higher 1162, 0.220, WNW I52 STINSON CONSTRUCTION 915 DRY CREEK RD SWEEPS UST, CA FID UST Lower 1115, 0.211, East I51 STINSON CONSTRUCTION 915 DRY CREEK RD LUST, HIST UST, HIST CORTESE Lower 1115, 0.211, East I50 PRIVATE RESIDENCE PRIVATE RESIDENCE LUST, HIST LUST Lower 1115, 0.211, East H49 DJ’S PERFORMANCE 419 MCGLINCY LN CUPA Listings Higher 1100, 0.208, WSW H48 CUSHMAN CONSTRUCTION 420 MCGLINCEY LN LUST, HIST LUST, HIST CORTESE Higher 1009, 0.191, WSW H47 CUSHMAN CONSTRUCTION 420 MCGLINCY LN CUPA Listings Higher 1009, 0.191, WSW H46 WEST COAST AUTOMOTIV 457 MCGLINCY LN CUPA Listings Higher 943, 0.179, WSW 45 PETERSEN CONSTRUCTIO 563 CAMPBELL TECHNOL CUPA Listings Higher 878, 0.166, WNW H44 RK MACHINING-SHEETME 456 E MCGLINCY LN CUPA Listings Higher 860, 0.163, WSW G43 MORSPEED 491 E MCGLINCY LN 2 CUPA Listings Higher 815, 0.154, WSW G42 ORCHARD CITY FLOOR C 480 E MCGLINCY LN CPS-SLIC, HAZNET Higher 758, 0.144, WSW G41 ARTHUR CONCRETE ASSO 480 MCGLINCEY LN LUST, HIST LUST, SWEEPS UST Higher 758, 0.144, WSW G40 WORKSHOP 500 E MCGLINCY LN I CUPA Listings Higher 671, 0.127, WSW MAPPED SITES SUMMARY Target Property Address: 680 EAST MCGLINCY CAMPBELL, CA 95008 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS 5308891.2s Page 4 105 VALET ORGANIZERS INC 1190 DELL AVENUE ENVIROSTOR, EMI, ENF Higher 4920, 0.932, SW 104 ARCO SERVICE STATION 2015 WINCHESTER BOUL Notify 65 Lower 4339, 0.822, NW 103 NOBLE PROPERTIES 535 REDECK WAY / 159 ENVIROSTOR Lower 3467, 0.657, North 102 UNOCAL SERVICE STATI 3145 SOUTH BASCOM AV Notify 65 Higher 3242, 0.614, South 101 WSP TRUCKING 175 S CURTNER AVE LUST, HIST LUST Higher 2615, 0.495, SW U100 ETCHED MEDIA CORP. 101 GILMAN AVENUE ENVIROSTOR Lower 2606, 0.494, NNW 99 FIREMATIC WOLF INDUS 126 DILLON AVE LUST, HIST LUST, SWEEPS UST, CA FID UST Lower 2574, 0.488, NNW U98 BAY AREA MECHANICAL 100 GILMAN LUST, HIST LUST, SWEEPS UST, HIST CORTESE Lower 2517, 0.477, NNW 97 SANTA CLARA COUNTY F 123 UNION AVENUE LUST, HIST LUST, SWEEPS UST, EMI, HIST CORTESE Lower 2459, 0.466, NNE T96 UNOCAL 2690 UNION LUST, CUPA Listings, HIST CORTESE, SAN JOSE HAZMAT Higher 2431, 0.460, SE T95 UNOCAL #4386 2690 UNION AVE LUST, HIST LUST Higher 2431, 0.460, SE 94 FIRE-MATIC SYSTEMS, 190 DILLON AVE LUST, HIST LUST, HIST CORTESE Lower 2404, 0.455, NNW S93 SWEDISH AUTO SERVICE 300 RAILWAY AVE LUST, HIST LUST, HAZNET, HIST CORTESE Lower 2347, 0.445, NW S92 HENRY LITTLE TRACTOR 310 RAILWAY AVE LUST, HIST LUST Lower 2347, 0.445, NW S91 HENRY LITTLE TRACTOR 310 RAILWAY AVE LUST, HIST CORTESE, NPDES, CIWQS Lower 2347, 0.445, NW S90 RAILWAY DISTRIBUTING 261-264 RAILWAY AVEN CPS-SLIC Lower 2347, 0.445, NW 89 FORMER CALHOUN BROTH 910 S. MCGLINCY LANE CPS-SLIC Higher 2245, 0.425, SW R88 QUICK STOP #34 2704 S BASCOM AVE LUST, HIST LUST Higher 2233, 0.423, SSE R87 QUIK STOP MARKET #34 2704 S BASCOM AV LUST, SWEEPS UST, HIST UST, CUPA Listings, SAN... Higher 2233, 0.423, SSE P86 CAMPBELL CITY SERVIC 290 DILLON AVE LUST, HIST CORTESE Lower 2144, 0.406, NW P85 SERVICE CENTER 290 DILLON AVE LUST, HIST LUST, HIST UST Lower 2144, 0.406, NW Q84 WESTERN GRAVEL 500 RAILWAY AVE LUST, HIST CORTESE Lower 2119, 0.401, WNW Q83 U-SAVE ROCKERY 500 RAILWAY AVE LUST, HIST LUST, SWEEPS UST, CA FID UST Lower 2119, 0.401, WNW P82 DILLON AVENUE PROPER 230, 280 & 282 DILLO CPS-SLIC Lower 2113, 0.400, NNW 81 RAIN GUTTER SERVICE 720 CURTNER HIST CORTESE Higher 2025, 0.384, South M80 BROOKSIDE DEVELOPMEN 2380 S BASCOM AVE LUST, HIST LUST Lower 2013, 0.381, ENE O79 HOUGE CONSTRUCTION 210 VEITENHEIMER DR LUST, HIST LUST, HIST CORTESE Higher 2009, 0.380, SW MAPPED SITES SUMMARY Target Property Address: 680 EAST MCGLINCY CAMPBELL, CA 95008 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS EXECUTIVE SUMMARY TC5308891.2s EXECUTIVE SUMMARY 5 TARGET PROPERTY SEARCH RESULTS The target property was not listed in any of the databases searched by EDR. DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases: STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL National Priority List Proposed NPL Proposed National Priority List Sites NPL LIENS Federal Superfund Liens Federal Delisted NPL site list Delisted NPL National Priority List Deletions Federal CERCLIS list FEDERAL FACILITY Federal Facility Site Information listing SEMS Superfund Enterprise Management System Federal RCRA CORRACTS facilities list CORRACTS Corrective Action Report Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF RCRA - Treatment, Storage and Disposal Federal RCRA generators list RCRA-LQG RCRA - Large Quantity Generators RCRA-CESQG RCRA - Conditionally Exempt Small Quantity Generator Federal institutional controls / engineering controls registries LUCIS Land Use Control Information System US ENG CONTROLS Engineering Controls Sites List US INST CONTROL Sites with Institutional Controls Federal ERNS list ERNS Emergency Response Notification System EXECUTIVE SUMMARY TC5308891.2s EXECUTIVE SUMMARY 6 State- and tribal - equivalent NPL RESPONSE State Response Sites State and tribal landfill and/or solid waste disposal site lists SWF/LF Solid Waste Information System State and tribal leaking storage tank lists INDIAN LUST Leaking Underground Storage Tanks on Indian Land State and tribal registered storage tank lists FEMA UST Underground Storage Tank Listing AST Aboveground Petroleum Storage Tank Facilities INDIAN UST Underground Storage Tanks on Indian Land State and tribal voluntary cleanup sites INDIAN VCP Voluntary Cleanup Priority Listing VCP Voluntary Cleanup Program Properties State and tribal Brownfields sites BROWNFIELDS Considered Brownfieds Sites Listing ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS A Listing of Brownfields Sites Local Lists of Landfill / Solid Waste Disposal Sites WMUDS/SWAT Waste Management Unit Database SWRCY Recycler Database HAULERS Registered Waste Tire Haulers Listing INDIAN ODI Report on the Status of Open Dumps on Indian Lands DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations ODI Open Dump Inventory IHS OPEN DUMPS Open Dumps on Indian Land Local Lists of Hazardous waste / Contaminated Sites US HIST CDL Delisted National Clandestine Laboratory Register HIST Cal-Sites Historical Calsites Database 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 EXECUTIVE SUMMARY TC5308891.2s EXECUTIVE SUMMARY 7 LIENS 2 CERCLA Lien Information DEED Deed Restriction Listing Records of Emergency Release Reports HMIRS Hazardous Materials Information Reporting System CHMIRS California Hazardous Material Incident Report System LDS Land Disposal Sites Listing MCS Military Cleanup Sites Listing SPILLS 90 SPILLS 90 data from FirstSearch Other Ascertainable Records FUDS Formerly Used Defense Sites DOD Department of Defense Sites SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing US FIN ASSUR Financial Assurance Information EPA WATCH LIST EPA WATCH LIST 2020 COR ACTION 2020 Corrective Action Program List TSCA Toxic Substances Control Act TRIS Toxic Chemical Release Inventory System SSTS Section 7 Tracking Systems ROD Records Of Decision RMP Risk Management Plans RAATS RCRA Administrative Action Tracking System PRP Potentially Responsible Parties PADS PCB Activity Database System ICIS Integrated Compliance Information System FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) MLTS Material Licensing Tracking System COAL ASH DOE Steam-Electric Plant Operation Data COAL ASH EPA Coal Combustion Residues Surface Impoundments List PCB TRANSFORMER PCB Transformer Registration Database RADINFO Radiation Information Database HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing DOT OPS Incident and Accident Data CONSENT Superfund (CERCLA) Consent Decrees INDIAN RESERV Indian Reservations FUSRAP Formerly Utilized Sites Remedial Action Program UMTRA Uranium Mill Tailings Sites LEAD SMELTERS Lead Smelter Sites US AIRS Aerometric Information Retrieval System Facility Subsystem US MINES Mines Master Index File ABANDONED MINES Abandoned Mines FINDS Facility Index System/Facility Registry System UXO Unexploded Ordnance Sites ECHO Enforcement & Compliance History Information DOCKET HWC Hazardous Waste Compliance Docket Listing FUELS PROGRAM EPA Fuels Program Registered Listing CA BOND EXP. PLAN Bond Expenditure Plan Cortese "Cortese" Hazardous Waste & Substances Sites List EMI Emissions Inventory Data ENF Enforcement Action Listing Financial Assurance Financial Assurance Information Listing EXECUTIVE SUMMARY TC5308891.2s EXECUTIVE SUMMARY 8 HAZNET Facility and Manifest Data ICE ICE HWP EnviroStor Permitted Facilities Listing HWT Registered Hazardous Waste Transporter Database MINES Mines Site Location Listing MWMP Medical Waste Management Program Listing NPDES NPDES Permits Listing PEST LIC Pesticide Regulation Licenses Listing PROC Certified Processors Database SAN JOSE HAZMAT Hazardous Material Facilities UIC UIC Listing WASTEWATER PITS Oil Wastewater Pits Listing WDS Waste Discharge System WIP Well Investigation Program Case List WELL STIM PROJ Well Stimulation Project (GEOTRACKER) CIWQS California Integrated Water Quality System UIC GEO UIC GEO (GEOTRACKER) PROJECT PROJECT (GEOTRACKER) PROD WATER PONDS PROD WATER PONDS (GEOTRACKER) OTHER OIL GAS OTHER OIL & GAS (GEOTRACKER) NON-CASE INFO NON-CASE INFO (GEOTRACKER) SAMPLING POINT SAMPLING POINT (GEOTRACKER) MILITARY PRIV SITES MILITARY PRIV SITES (GEOTRACKER) EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP EDR Proprietary Manufactured Gas Plants EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA LF Recovered Government Archive Solid Waste Facilities List RGA LUST Recovered Government Archive Leaking Underground Storage Tank SURROUNDING SITES: SEARCH RESULTS Surrounding sites were identified in the following databases. Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property. Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed. Sites listed in bold italics are in multiple databases. Unmappable (orphan) sites are not considered in the foregoing analysis. EXECUTIVE SUMMARY TC5308891.2s EXECUTIVE SUMMARY 9 STANDARD ENVIRONMENTAL RECORDS Federal CERCLIS NFRAP site list 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 01/09/2018 has revealed that there is 1 SEMS-ARCHIVE site within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ PACIFIC AEROSPACE SE 354 EAST MCGLINCEY L SW 1/4 - 1/2 (0.270 mi.) J68 85 Federal RCRA generators list RCRA-SQG: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. A review of the RCRA-SQG list, as provided by EDR, and dated 12/11/2017 has revealed that there are 3 RCRA-SQG sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ MODERN BENCH OPERATI 665 MCGLINCEY LN NNW 0 - 1/8 (0.015 mi.) A4 9 WEST VALLEY CONSTRUC 580 MCGLINCEY LANE WSW 0 - 1/8 (0.033 mi.) D14 25 WOODWORKS RESTORATIO 520 E MC GLINCEY LAN WSW 0 - 1/8 (0.102 mi.) G35 49 State- and tribal - equivalent CERCLIS ENVIROSTOR: The Department of Toxic Substances Control’s (DTSC’s) Site Mitigation and Brownfields Reuse Program’s (SMBRP’s) EnviroStor database identifes sites that have known contamination or sites for which there may be reasons to investigate further. The database includes the following site types: Federal Superfund sites (National Priorities List (NPL)); State Response, including Military Facilities and State Superfund; Voluntary Cleanup; and School sites. EnviroStor provides similar information to the information that was available in CalSites, and provides additional site information, including, but not limited to, identification of formerly-contaminated properties that have been released for reuse, properties where environmental deed restrictions have been recorded to prevent inappropriate land uses, and risk EXECUTIVE SUMMARY TC5308891.2s EXECUTIVE SUMMARY 10 characterization information that is used to assess potential impacts to public health and the environment at contaminated sites. A review of the ENVIROSTOR list, as provided by EDR, and dated 01/30/2018 has revealed that there are 4 ENVIROSTOR sites within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ PACIFIC AEROSPACE SV 354 MCGLINCEY LANE SW 1/4 - 1/2 (0.270 mi.) J69 86 Facility Id: 60000368 Facility Id: 71002130 Status: Refer: RCRA Status: Inactive - Needs Evaluation VALET ORGANIZERS INC 1190 DELL AVENUE SW 1/2 - 1 (0.932 mi.) 105 167 Facility Id: 43360018 Status: Refer: RWQCB PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ ETCHED MEDIA CORP. 101 GILMAN AVENUE NNW 1/4 - 1/2 (0.494 mi.) U100 162 Facility Id: 71003079 Status: No Action Required NOBLE PROPERTIES 535 REDECK WAY / 159 N 1/2 - 1 (0.657 mi.) 103 165 Facility Id: 43420008 Status: Refer: RWQCB State and tribal leaking storage tank lists LUST: Leaking Underground Storage Tank (LUST) Sites included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater. A review of the LUST list, as provided by EDR, has revealed that there are 39 LUST sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ BAUER CONCRETE 615 MCGLINCEY LN W 0 - 1/8 (0.020 mi.) B9 18 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 03/12/2018 Status: Completed - Case Closed Facility Status: Case Closed Date Closed: 04/11/1997 Global Id: T0608501835 SCVWD ID: 07S1W35K02F date9: 4/11/1997 WEST VALLEY CONSTRUC 580 MCGLINCEY LANE WSW 0 - 1/8 (0.033 mi.) D14 25 Database: LUST, Date of Government Version: 03/12/2018 Status: Completed - Case Closed Global Id: T0608502049 W VALLEY CONSTRUCTIO 580 MCGLINCEY LANE WSW 0 - 1/8 (0.033 mi.) D15 31 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 EXECUTIVE SUMMARY TC5308891.2s EXECUTIVE SUMMARY 11 Date Closed: 12/01/1999 SCVWD ID: 07S1W35K04F WEST VALLEY CONSTRUC 580 MCGLINCY WSW 0 - 1/8 (0.033 mi.) D18 33 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed date9: 12/1/1999 PACIFIC SURFACING 520 W CHESTER DR NW 0 - 1/8 (0.084 mi.) E27 39 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 03/12/2018 Status: Completed - Case Closed Facility Status: Case Closed Date Closed: 11/29/1995 Global Id: T0608500415 SCVWD ID: 07S1W35K01F date9: 11/29/1995 ARTHUR CONCRETE ASSO 480 MCGLINCEY LN WSW 1/8 - 1/4 (0.144 mi.) G41 53 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 03/12/2018 Status: Completed - Case Closed Facility Status: Case Closed Date Closed: 04/20/1995 Global Id: T0608502050 SCVWD ID: 07S1W35P02F date9: 4/20/1995 CUSHMAN CONSTRUCTION 420 MCGLINCEY LN WSW 1/8 - 1/4 (0.191 mi.) H48 58 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 03/12/2018 Status: Completed - Case Closed Facility Status: Case Closed Date Closed: 11/12/1999 Global Id: T0608501722 SCVWD ID: 07S1W35P01F date9: 11/12/1999 GRIFFITH’S PROPERTY 260 CRISTICH LN W 1/8 - 1/4 (0.238 mi.) K55 64 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 03/12/2018 Status: Completed - Case Closed Facility Status: Case Closed Date Closed: 10/10/1995 Global Id: T0608500697 SCVWD ID: 07S1W35L04F date9: 10/10/1995 WEST VALLEY CHARTER 240 CRISTICH LN W 1/8 - 1/4 (0.238 mi.) K60 73 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Database: LUST, Date of Government Version: 03/12/2018 Status: Completed - Case Closed Date Closed: 02/01/2000 Global Id: T0608517994 SCVWD ID: 07S1W35L05F WEST VALLEY CHARTER 240 CRISTICH LN W 1/8 - 1/4 (0.238 mi.) K61 77 Database: LUST REG 2, Date of Government Version: 09/30/2004 EXECUTIVE SUMMARY TC5308891.2s EXECUTIVE SUMMARY 12 Facility Status: Case Closed date9: 2/1/2000 TANNER CONSTRUCTION, 214 CRISTICH LN W 1/4 - 1/2 (0.253 mi.) K65 82 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Database: LUST, Date of Government Version: 03/12/2018 Status: Completed - Case Closed Date Closed: 02/10/1997 Global Id: T0608501408 SCVWD ID: 07S1W35L01F TANNER CONSTRUCTION 214 CRISTICH LN W 1/4 - 1/2 (0.253 mi.) K66 84 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed date9: 2/10/1997 BLUE SPRUCE LANDSCAP 200 CRISTICH LN W 1/4 - 1/2 (0.271 mi.) 70 88 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 03/12/2018 Status: Completed - Case Closed Facility Status: Preliminary site assessment underway Date Closed: 10/25/2007 Global Id: T0608500324 SCVWD ID: 07S1W35L03F SANCO PIPELINES INC 213 CRISTICH LN W 1/4 - 1/2 (0.278 mi.) K71 94 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 03/12/2018 Status: Completed - Case Closed Facility Status: Case Closed Date Closed: 01/08/2002 Global Id: T0608502383 SCVWD ID: 07S1W35L06F date9: 1/8/2002 CAMPBELL COLLISION C 70 CRISTICH LANE WSW 1/4 - 1/2 (0.340 mi.) L72 96 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Database: LUST, Date of Government Version: 03/12/2018 Status: Completed - Case Closed Date Closed: 01/06/1998 Global Id: T0608501397 SCVWD ID: 07S1W35N01F SWEENEY & SONS INC. 70 CRISTICH LN WSW 1/4 - 1/2 (0.340 mi.) L73 103 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed date9: 1/6/1998 COSENTINO VEGETABLE 2666 S BASCOM AVE SSE 1/4 - 1/2 (0.371 mi.) N76 104 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed date9: 1/26/1994 COSENTINO VEGETABLE 2666 S BASCOM AVE SSE 1/4 - 1/2 (0.371 mi.) N77 104 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Database: LUST, Date of Government Version: 03/12/2018 Status: Completed - Case Closed Date Closed: 01/26/1994 EXECUTIVE SUMMARY TC5308891.2s EXECUTIVE SUMMARY 13 Global Id: T0608583732 SCVWD ID: 07S1W35R01F MELLO PIPELINES 260 MCGLINCEY WSW 1/4 - 1/2 (0.379 mi.) O78 105 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 03/12/2018 Status: Completed - Case Closed Facility Status: Case Closed Date Closed: 08/30/1995 Global Id: T0608500233 SCVWD ID: 07S1W35N02F date9: 8/30/1995 HOUGE CONSTRUCTION 210 VEITENHEIMER DR SW 1/4 - 1/2 (0.380 mi.) O79 108 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 03/12/2018 Status: Completed - Case Closed Facility Status: Case Closed Date Closed: 08/18/1997 Global Id: T0608521523 SCVWD ID: 07S1W35P03F date9: 8/18/1997 QUIK STOP MARKET #34 2704 S BASCOM AV SSE 1/4 - 1/2 (0.423 mi.) R87 122 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Database: LUST, Date of Government Version: 03/12/2018 Status: Completed - Case Closed Date Closed: 12/04/2003 Global Id: T0608502403 SCVWD ID: 08S1W02A02F QUICK STOP #34 2704 S BASCOM AVE SSE 1/4 - 1/2 (0.423 mi.) R88 127 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed date9: 12/4/2003 UNOCAL #4386 2690 UNION AVE SE 1/4 - 1/2 (0.460 mi.) T95 140 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Remedial action (cleanup) Underway UNOCAL 2690 UNION SE 1/4 - 1/2 (0.460 mi.) T96 140 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Database: LUST, Date of Government Version: 03/12/2018 Status: Completed - Case Closed Date Closed: 04/05/2013 Global Id: T0608501512 SCVWD ID: 08S1W02A01F WSP TRUCKING 175 S CURTNER AVE SW 1/4 - 1/2 (0.495 mi.) 101 163 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 03/12/2018 Status: Completed - Case Closed Facility Status: Case Closed Date Closed: 10/29/1999 Global Id: T0608502119 SCVWD ID: 08S1W02D01F date9: 10/29/1999 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ PRIVATE RESIDENCE PRIVATE RESIDENCE E 1/8 - 1/4 (0.211 mi.) I50 60 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 03/12/2018 EXECUTIVE SUMMARY TC5308891.2s EXECUTIVE SUMMARY 14 Status: Completed - Case Closed Facility Status: Case Closed Global Id: T0608501378 date9: 9/12/1991 STINSON CONSTRUCTION 915 DRY CREEK RD E 1/8 - 1/4 (0.211 mi.) I51 62 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Date Closed: 09/12/1991 SCVWD ID: 07S1W35J02F BROOKSIDE DEVELOPMEN 2380 S BASCOM AVE ENE 1/4 - 1/2 (0.381 mi.) M80 110 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 03/12/2018 Status: Completed - Case Closed Facility Status: Case Closed Date Closed: 08/20/2001 Global Id: T0608593953 SCVWD ID: 07S1W35J01F date9: 8/20/2001 U-SAVE ROCKERY 500 RAILWAY AVE WNW 1/4 - 1/2 (0.401 mi.) Q83 114 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed date9: 1/11/1994 WESTERN GRAVEL 500 RAILWAY AVE WNW 1/4 - 1/2 (0.401 mi.) Q84 116 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Database: LUST, Date of Government Version: 03/12/2018 Status: Completed - Case Closed Date Closed: 01/11/1994 Global Id: T0608544443 SCVWD ID: 07S1W35E01F SERVICE CENTER 290 DILLON AVE NW 1/4 - 1/2 (0.406 mi.) P85 117 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed date9: 1/7/1999 CAMPBELL CITY SERVIC 290 DILLON AVE NW 1/4 - 1/2 (0.406 mi.) P86 119 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Database: LUST, Date of Government Version: 03/12/2018 Status: Completed - Case Closed Date Closed: 01/07/1999 Global Id: T0608500299 SCVWD ID: 07S1W35F01F HENRY LITTLE TRACTOR 310 RAILWAY AVE NW 1/4 - 1/2 (0.445 mi.) S91 129 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Database: LUST, Date of Government Version: 03/12/2018 Status: Completed - Case Closed Date Closed: 01/30/1995 Global Id: T0608500715 SCVWD ID: 08S1W35F02F HENRY LITTLE TRACTOR 310 RAILWAY AVE NW 1/4 - 1/2 (0.445 mi.) S92 134 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed date9: 1/30/1995 SWEDISH AUTO SERVICE 300 RAILWAY AVE NW 1/4 - 1/2 (0.445 mi.) S93 135 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 03/12/2018 EXECUTIVE SUMMARY TC5308891.2s EXECUTIVE SUMMARY 15 Status: Completed - Case Closed Facility Status: Case Closed Date Closed: 11/14/1995 Global Id: T0608577310 SCVWD ID: 07S1W35E02F date9: 11/14/1995 FIRE-MATIC SYSTEMS, 190 DILLON AVE NNW 1/4 - 1/2 (0.455 mi.) 94 137 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 03/12/2018 Status: Completed - Case Closed Facility Status: Case Closed Date Closed: 11/06/1990 Global Id: T0608501598 SCVWD ID: 07S1W35C02F date9: 11/6/1990 SANTA CLARA COUNTY F 123 UNION AVENUE NNE 1/4 - 1/2 (0.466 mi.) 97 152 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 03/12/2018 Status: Completed - Case Closed Facility Status: Case Closed Date Closed: 12/30/1988 Global Id: T0608500300 SCVWD ID: 07S1W35B01F date9: 12/30/1988 BAY AREA MECHANICAL 100 GILMAN NNW 1/4 - 1/2 (0.477 mi.) U98 157 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 03/12/2018 Status: Completed - Case Closed Facility Status: Case Closed Date Closed: 04/20/1994 Global Id: T0608597466 SCVWD ID: 07S1W35C03F date9: 4/20/1994 FIREMATIC WOLF INDUS 126 DILLON AVE NNW 1/4 - 1/2 (0.488 mi.) 99 159 Database: LUST SANTA CLARA, Date of Government Version: 03/03/2014 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 03/12/2018 Status: Completed - Case Closed Facility Status: Case Closed Date Closed: 10/25/1997 Global Id: T0608502343 SCVWD ID: 07S1W35C04F date9: 10/25/1997 EXECUTIVE SUMMARY TC5308891.2s EXECUTIVE SUMMARY 16 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 4 CPS-SLIC sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ ORCHARD CITY FLOOR C 480 E MCGLINCY LN WSW 1/8 - 1/4 (0.144 mi.) G42 56 Database: CPS-SLIC, Date of Government Version: 03/12/2018 Global Id: T10000007673 Facility Status: Completed - Case Closed FORMER CALHOUN BROTH 910 S. MCGLINCY LANE SW 1/4 - 1/2 (0.425 mi.) 89 128 Database: CPS-SLIC, Date of Government Version: 03/12/2018 Global Id: T10000004235 Facility Status: Completed - Case Closed PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ DILLON AVENUE PROPER 230, 280 & 282 DILLO NNW 1/4 - 1/2 (0.400 mi.) P82 114 Database: CPS-SLIC, Date of Government Version: 03/12/2018 Global Id: T10000005138 Facility Status: Completed - Case Closed RAILWAY DISTRIBUTING 261-264 RAILWAY AVEN NW 1/4 - 1/2 (0.445 mi.) S90 129 Database: CPS-SLIC, Date of Government Version: 03/12/2018 Global Id: T10000008088 Facility Status: Completed - Case Closed HIST LUST: A listing of open and closed leaking underground storage tanks. This listing is no longer updated by the county. Leaking underground storage tanks are now handled by the Department of Environmental Health. A review of the HIST LUST list, as provided by EDR, and dated 03/29/2005 has revealed that there are 27 HIST LUST sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ BAUER CONCRETE 615 MCGLINCEY LN W 0 - 1/8 (0.020 mi.) B9 18 SCVWD ID: 07S1W35K02 WEST VALLEY CONSTRUC 580 MCGLINCY WSW 0 - 1/8 (0.033 mi.) D18 33 SCVWD ID: 07S1W35K04 PACIFIC SURFACING 520 W CHESTER DR NW 0 - 1/8 (0.084 mi.) E27 39 SCVWD ID: 07S1W35K01 ARTHUR CONCRETE ASSO 480 MCGLINCEY LN WSW 1/8 - 1/4 (0.144 mi.) G41 53 SCVWD ID: 07S1W35P02 CUSHMAN CONSTRUCTION 420 MCGLINCEY LN WSW 1/8 - 1/4 (0.191 mi.) H48 58 SCVWD ID: 07S1W35P01 GRIFFITH’S PROPERTY 260 CRISTICH LN W 1/8 - 1/4 (0.238 mi.) K55 64 SCVWD ID: 07S1W35L04 WEST VALLEY CHARTER 240 CRISTICH LN W 1/8 - 1/4 (0.238 mi.) K61 77 EXECUTIVE SUMMARY TC5308891.2s EXECUTIVE SUMMARY 17 SCVWD ID: 07S1W35L05 TANNER CONSTRUCTION 214 CRISTICH LN W 1/4 - 1/2 (0.253 mi.) K66 84 SCVWD ID: 07S1W35L01 BLUE SPRUCE LANDSCAP 200 CRISTICH LN W 1/4 - 1/2 (0.271 mi.) 70 88 SCVWD ID: 07S1W35L03 SANCO PIPELINES INC 213 CRISTICH LN W 1/4 - 1/2 (0.278 mi.) K71 94 SCVWD ID: 07S1W35L06 SWEENEY & SONS INC. 70 CRISTICH LN WSW 1/4 - 1/2 (0.340 mi.) L73 103 SCVWD ID: 07S1W35N01 COSENTINO VEGETABLE 2666 S BASCOM AVE SSE 1/4 - 1/2 (0.371 mi.) N76 104 SCVWD ID: 07S1W35R01 MELLO PIPELINES 260 MCGLINCEY WSW 1/4 - 1/2 (0.379 mi.) O78 105 SCVWD ID: 07S1W35N02 HOUGE CONSTRUCTION 210 VEITENHEIMER DR SW 1/4 - 1/2 (0.380 mi.) O79 108 SCVWD ID: 07S1W35P03 QUICK STOP #34 2704 S BASCOM AVE SSE 1/4 - 1/2 (0.423 mi.) R88 127 SCVWD ID: 08S1W02A02 UNOCAL #4386 2690 UNION AVE SE 1/4 - 1/2 (0.460 mi.) T95 140 SCVWD ID: 08S1W02A01 WSP TRUCKING 175 S CURTNER AVE SW 1/4 - 1/2 (0.495 mi.) 101 163 SCVWD ID: 08S1W02D01 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ PRIVATE RESIDENCE PRIVATE RESIDENCE E 1/8 - 1/4 (0.211 mi.) I50 60 SCVWD ID: 07S1W35J02 BROOKSIDE DEVELOPMEN 2380 S BASCOM AVE ENE 1/4 - 1/2 (0.381 mi.) M80 110 SCVWD ID: 07S1W35J01 U-SAVE ROCKERY 500 RAILWAY AVE WNW 1/4 - 1/2 (0.401 mi.) Q83 114 SCVWD ID: 07S1W35E01 SERVICE CENTER 290 DILLON AVE NW 1/4 - 1/2 (0.406 mi.) P85 117 SCVWD ID: 07S1W35F01 HENRY LITTLE TRACTOR 310 RAILWAY AVE NW 1/4 - 1/2 (0.445 mi.) S92 134 SCVWD ID: 08S1W35F02 SWEDISH AUTO SERVICE 300 RAILWAY AVE NW 1/4 - 1/2 (0.445 mi.) S93 135 SCVWD ID: 07S1W35E02 FIRE-MATIC SYSTEMS, 190 DILLON AVE NNW 1/4 - 1/2 (0.455 mi.) 94 137 SCVWD ID: 07S1W35C02 SANTA CLARA COUNTY F 123 UNION AVENUE NNE 1/4 - 1/2 (0.466 mi.) 97 152 SCVWD ID: 07S1W35B01 BAY AREA MECHANICAL 100 GILMAN NNW 1/4 - 1/2 (0.477 mi.) U98 157 SCVWD ID: 07S1W35C03 FIREMATIC WOLF INDUS 126 DILLON AVE NNW 1/4 - 1/2 (0.488 mi.) 99 159 SCVWD ID: 07S1W35C04 EXECUTIVE SUMMARY TC5308891.2s EXECUTIVE SUMMARY 18 State and tribal registered storage tank lists UST: The Underground Storage Tank database contains registered USTs. USTs are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA). The data come from the State Water Resources Control Board’s Hazardous Substance Storage Container Database. A review of the UST list, as provided by EDR, has revealed that there are 3 UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ WEST VALLEY CONSTRUC 580 MC GLINCY LN WSW 0 - 1/8 (0.033 mi.) D16 33 Database: UST, Date of Government Version: 03/12/2018 WEST VALLEY CONSTRUC 580 E MC GLINCEY LN WSW 0 - 1/8 (0.033 mi.) D19 34 Database: UST, Date of Government Version: 03/12/2018 Facility Id: 14 WEST VALLEY CHARTER 240 CRISTICH LN W 1/8 - 1/4 (0.238 mi.) K59 72 Database: UST, Date of Government Version: 03/12/2018 Facility Id: 6 ADDITIONAL ENVIRONMENTAL RECORDS 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 7 SWEEPS UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ W VALLEY CONSTRUCTIO 580 MCGLINCEY LANE WSW 0 - 1/8 (0.033 mi.) D15 31 Status: A Tank Status: A Comp Number: 13104 PACIFIC SURFACING 520 W CHESTER DR NW 0 - 1/8 (0.084 mi.) E27 39 Comp Number: 51083 ARTHUR CONCRETE ASSO 480 MCGLINCEY LN WSW 1/8 - 1/4 (0.144 mi.) G41 53 Comp Number: 2424 GRIFFITH’S PROPERTY 260 CRISTICH LN W 1/8 - 1/4 (0.238 mi.) K55 64 Comp Number: 7124 WEST VALLEY CHARTER 240 CRISTICH LN W 1/8 - 1/4 (0.238 mi.) K62 79 Status: A Tank Status: A Comp Number: 52628 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ STINSON CONSTRUCTION 915 DRY CREEK RD E 1/8 - 1/4 (0.211 mi.) I52 63 EXECUTIVE SUMMARY TC5308891.2s EXECUTIVE SUMMARY 19 Comp Number: 6920 CHALET WOODS LIMITED 346 UNION AVE NNE 1/8 - 1/4 (0.240 mi.) 64 81 Comp Number: 8347 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 6 HIST UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ WEST VALLEY CONSTRUC 580 MCGLINCEY LANE WSW 0 - 1/8 (0.033 mi.) D14 25 Facility Id: 00000013104 WEST VALLEY CONSTRUC 580 E MCGLINCEY LN WSW 0 - 1/8 (0.033 mi.) D17 33 Facility Id: 00000018342 JAMES GRIFFITHS, INC 260 CRISTICH LN W 1/8 - 1/4 (0.238 mi.) K58 72 Facility Id: 00000007124 WEST VALLEY CHARTER 240 CRISTICH LN W 1/8 - 1/4 (0.238 mi.) K60 73 Facility Id: 00000052628 WEST VALLEY CHARTER 240 CRISTICH LN W 1/8 - 1/4 (0.238 mi.) K62 79 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ STINSON CONSTRUCTION 915 DRY CREEK RD E 1/8 - 1/4 (0.211 mi.) I51 62 Facility Id: 00000006920 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 5 CA FID UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ W VALLEY CONSTRUCTIO 580 MCGLINCEY LANE WSW 0 - 1/8 (0.033 mi.) D15 31 Facility Id: 43007168 Status: A PACIFIC SURFACING 520 W CHESTER DR NW 0 - 1/8 (0.084 mi.) E27 39 Facility Id: 43004871 Status: A JAMES GRIFFITHS, INC 260 CRISTICH LN W 1/8 - 1/4 (0.238 mi.) K56 67 Facility Id: 43000806 Status: A WEST VALLEY CHARTER 240 CRISTICH LN W 1/8 - 1/4 (0.238 mi.) K62 79 Facility Id: 43008836 Status: A PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ STINSON CONSTRUCTION 915 DRY CREEK RD E 1/8 - 1/4 (0.211 mi.) I52 63 EXECUTIVE SUMMARY TC5308891.2s EXECUTIVE SUMMARY 20 Facility Id: 43003488 Status: A 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 12/11/2017 has revealed that there are 3 RCRA NonGen / NLR sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ RAWSON CUSTOM CABINE 715 MCGLINCEY NNE 0 - 1/8 (0.029 mi.) A11 21 CAL COAST WEATHERIZI 529A FORMAN DR NNW 0 - 1/8 (0.060 mi.) C24 36 GRAND TURISMO COACH 781 MCGLINCEY LANE # NE 0 - 1/8 (0.069 mi.) F26 37 CUPA Listings: A listing of sites included in the county’s Certified Unified Program Agency database. California’s Secretary for Environmental Protection established the unified hazardous materials and hazardous waste regulatory program as required by chapter 6.11 of the California Health and Safety Code. The Unified Program consolidates the administration, permits, inspections, and enforcement activities. A review of the CUPA Listings list, as provided by EDR, has revealed that there are 35 CUPA Listings sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ PRO-FORMANCE PAINTIN 710 E MCGLINCY LN NE 0 - 1/8 (0.013 mi.) A1 8 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 ANDERSON AUTOMOTIVE 655 E MCGLINCY LN C NW 0 - 1/8 (0.015 mi.) A2 8 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 CALIBER COLLISION CE 665 E MCGLINCY LN NNW 0 - 1/8 (0.015 mi.) A3 8 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 CONDOR MFG CO 645 E MCGLINCY LN A NW 0 - 1/8 (0.015 mi.) B5 16 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 HBL DRAPERY & NATL G 625 MCGLINCY LN D WNW 0 - 1/8 (0.016 mi.) B7 17 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 DURO CONCRETE INC 615 E MCGLINCY LN B W 0 - 1/8 (0.020 mi.) B10 20 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 LAMBERT LUBE 695 MCGLINCY LN N 0 - 1/8 (0.032 mi.) C12 25 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 LAMBERT & SONS FLOOR 695 MCGLINCY LN N 0 - 1/8 (0.032 mi.) C13 25 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 WEST VALLEY CONSTRUC 580 MCGLINCY WSW 0 - 1/8 (0.033 mi.) D18 33 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 CAMBRIAN GO KARTS 599 E MCGLINCY LN A W 0 - 1/8 (0.048 mi.) D21 35 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 EXECUTIVE SUMMARY TC5308891.2s EXECUTIVE SUMMARY 21 PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ TWIN GLASS TECHNOLOG 599 E MCGLINCY LN A W 0 - 1/8 (0.048 mi.) D22 35 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 AOPTIX TECHNOLOGIES 599 MCGLINCY LN B W 0 - 1/8 (0.048 mi.) D23 36 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 CAMPBELL GRAPHICS IN 545 WESTCHESTER DR WNW 0 - 1/8 (0.068 mi.) E25 37 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 IQ AUTOWORKS 805 E MCGLINCEY LN ENE 0 - 1/8 (0.091 mi.) F28 42 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 THE PERFECT FINISH I 555 E MCGLINCY LN C WSW 0 - 1/8 (0.102 mi.) G30 43 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 ALL PERFECT FINISH 555 E MCGLINCY LN, # WSW 0 - 1/8 (0.102 mi.) G31 43 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 FINISHING TOUCH PAIN 520 E MCGLINCY LN #1 WSW 0 - 1/8 (0.102 mi.) G32 46 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 WOODWORKS THE 520 MCGLINCY LN 17 WSW 0 - 1/8 (0.102 mi.) G33 46 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 THE ULTIMATE KITCHEN 520 E MCGLINCY LN, # WSW 0 - 1/8 (0.102 mi.) G34 46 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 LINDEMANN ENGINEERIN 520 MCGLINCY LN 3 WSW 0 - 1/8 (0.102 mi.) G36 51 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 NEXTPRESS 879 MCGLINCY LN ENE 0 - 1/8 (0.114 mi.) F37 52 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 TIM CAMPBELL DESIGN 500 E MCGLINCY LN WSW 1/8 - 1/4 (0.127 mi.) G38 52 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 BIX FURNITURE SERVIC 500 E MCGLINCY LN WSW 1/8 - 1/4 (0.127 mi.) G39 52 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 WORKSHOP 500 E MCGLINCY LN I WSW 1/8 - 1/4 (0.127 mi.) G40 52 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 MORSPEED 491 E MCGLINCY LN 2 WSW 1/8 - 1/4 (0.154 mi.) G43 56 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 RK MACHINING-SHEETME 456 E MCGLINCY LN WSW 1/8 - 1/4 (0.163 mi.) H44 57 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 PETERSEN CONSTRUCTIO 563 CAMPBELL TECHNOL WNW 1/8 - 1/4 (0.166 mi.) 45 57 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 WEST COAST AUTOMOTIV 457 MCGLINCY LN WSW 1/8 - 1/4 (0.179 mi.) H46 57 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 CUSHMAN CONSTRUCTION 420 MCGLINCY LN WSW 1/8 - 1/4 (0.191 mi.) H47 58 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 DJ’S PERFORMANCE 419 MCGLINCY LN WSW 1/8 - 1/4 (0.208 mi.) H49 60 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 AOPTIX TECHNOLOGIES 695 CAMPBELL TECHNOL WNW 1/8 - 1/4 (0.220 mi.) 53 64 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 A’S PRINTING 374 E MCGLINCY LN SW 1/8 - 1/4 (0.230 mi.) J54 64 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 CAMPBELL AUTO RESTOR 260 CRISTICH LN, # A W 1/8 - 1/4 (0.238 mi.) K57 67 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 EXECUTIVE SUMMARY TC5308891.2s EXECUTIVE SUMMARY 22 PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ WEST VALLEY CHARTER 240 CRISTICH LN W 1/8 - 1/4 (0.238 mi.) K60 73 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 RICOH AMERICAS HOLDI 675 CAMPBELL TECHNOL WNW 1/8 - 1/4 (0.239 mi.) 63 80 Database: CUPA SANTA CLARA, Date of Government Version: 02/20/2018 DRYCLEANERS: A list of drycleaner related facilities that have EPA ID numbers. These are facilities with certain SIC codes: power laundries, family and commercial; garment pressing and cleaners’ agents; linen supply; coin-operated laundries and cleaning; drycleaning plants except rugs; carpet and upholster cleaning; industrial launderers; laundry and garment services. A review of the DRYCLEANERS list, as provided by EDR, has revealed that there is 1 DRYCLEANERS site within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ HBL DRAPERY & NATION 625 MCGLINCY LN WNW 0 - 1/8 (0.016 mi.) B6 16 Database: DRYCLEANERS, Date of Government Version: 03/27/2018 EPA Id: CAL000219064 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 24 HIST CORTESE sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ BAUER CONCRETE 615 MCGLINCEY LN W 0 - 1/8 (0.020 mi.) B9 18 Reg Id: 43-1992 WEST VALLEY CONSTRUC 580 MCGLINCY WSW 0 - 1/8 (0.033 mi.) D18 33 Reg Id: 43-2231 PACIFIC SURFACING 520 W CHESTER DR NW 0 - 1/8 (0.084 mi.) E27 39 Reg Id: 43-0360 CUSHMAN CONSTRUCTION 420 MCGLINCEY LN WSW 1/8 - 1/4 (0.191 mi.) H48 58 Reg Id: 43-1793 GRIFFITH’S PROPERTY 260 CRISTICH LN W 1/8 - 1/4 (0.238 mi.) K55 64 Reg Id: 43-0666 WEST VALLEY CHARTER 240 CRISTICH LN W 1/8 - 1/4 (0.238 mi.) K60 73 Reg Id: 43-2351 TANNER CONSTRUCTION, 214 CRISTICH LN W 1/4 - 1/2 (0.253 mi.) K65 82 Reg Id: 43-1436 SITE 53, WASTE OIL T 354 MCGLINCEY SW 1/4 - 1/2 (0.255 mi.) J67 85 Reg Id: 2746 BLUE SPRUCE LANDSCAP 200 CRISTICH LN W 1/4 - 1/2 (0.271 mi.) 70 88 Reg Id: 43-0267 CAMPBELL COLLISION C 70 CRISTICH LANE WSW 1/4 - 1/2 (0.340 mi.) L72 96 EXECUTIVE SUMMARY TC5308891.2s EXECUTIVE SUMMARY 23 Reg Id: 43-1425 COSENTINO’S GROCERY 2666 BASCOM SSE 1/4 - 1/2 (0.371 mi.) N75 103 Reg Id: 43-0034 MELLO PIPELINES 260 MCGLINCEY WSW 1/4 - 1/2 (0.379 mi.) O78 105 Reg Id: 43-0167 HOUGE CONSTRUCTION 210 VEITENHEIMER DR SW 1/4 - 1/2 (0.380 mi.) O79 108 Reg Id: 43-0985 RAIN GUTTER SERVICE 720 CURTNER S 1/4 - 1/2 (0.384 mi.) 81 113 Reg Id: 43-2015 UNOCAL 2690 UNION SE 1/4 - 1/2 (0.460 mi.) T96 140 Reg Id: 43-1550 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ STINSON CONSTRUCTION 915 DRY CREEK RD E 1/8 - 1/4 (0.211 mi.) I51 62 Reg Id: 43-1403 BROOKSIDE DEVELOPMEN 2380 BASCOM ENE 1/4 - 1/2 (0.368 mi.) M74 103 Reg Id: 43-0202 WESTERN GRAVEL 500 RAILWAY AVE WNW 1/4 - 1/2 (0.401 mi.) Q84 116 Reg Id: 43-0406 CAMPBELL CITY SERVIC 290 DILLON AVE NW 1/4 - 1/2 (0.406 mi.) P86 119 Reg Id: 43-0240 HENRY LITTLE TRACTOR 310 RAILWAY AVE NW 1/4 - 1/2 (0.445 mi.) S91 129 Reg Id: 43-0685 SWEDISH AUTO SERVICE 300 RAILWAY AVE NW 1/4 - 1/2 (0.445 mi.) S93 135 Reg Id: 43-1424 FIRE-MATIC SYSTEMS, 190 DILLON AVE NNW 1/4 - 1/2 (0.455 mi.) 94 137 Reg Id: 43-1647 SANTA CLARA COUNTY F 123 UNION AVENUE NNE 1/4 - 1/2 (0.466 mi.) 97 152 Reg Id: 43-0241 BAY AREA MECHANICAL 100 GILMAN NNW 1/4 - 1/2 (0.477 mi.) U98 157 Reg Id: 43-0343 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 03/23/2018 has revealed that there are 2 Notify 65 sites within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ UNOCAL SERVICE STATI 3145 SOUTH BASCOM AV S 1/2 - 1 (0.614 mi.) 102 165 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ ARCO SERVICE STATION 2015 WINCHESTER BOUL NW 1/2 - 1 (0.822 mi.) 104 166 EXECUTIVE SUMMARY TC5308891.2s EXECUTIVE SUMMARY 24 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 site within approximately 0.125 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ SOUTH VALLEY TRANSMI 597 UNION AVE E 0 - 1/8 (0.094 mi.) F29 43 EDR Hist Cleaner: EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include dry cleaning establishments. The categories reviewed included, but were not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry, wash & dry etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. A review of the EDR Hist Cleaner list, as provided by EDR, has revealed that there are 2 EDR Hist Cleaner sites within approximately 0.125 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ H B L CLEANERS 625 E MCGLINCEY LN WNW 0 - 1/8 (0.016 mi.) B8 17 RAINBOW LAUNDRY & DR 657 REGAS DR ESE 0 - 1/8 (0.041 mi.) 20 35 EXECUTIVE SUMMARY TC5308891.2s EXECUTIVE SUMMARY 25 There were no unmapped sites in this report. EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.20 0 2002 00 2401 602 40240 240 200 2 0 0 2 0 0 2002 00 2 0 0 EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.200 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted STANDARD ENVIRONMENTAL RECORDS Federal NPL site list 0 NR 0 0 0 0 1.000NPL 0 NR 0 0 0 0 1.000Proposed NPL 0 NR NR NR NR NR TPNPL LIENS Federal Delisted NPL site list 0 NR 0 0 0 0 1.000Delisted NPL Federal CERCLIS list 0 NR NR 0 0 0 0.500FEDERAL FACILITY 0 NR NR 0 0 0 0.500SEMS Federal CERCLIS NFRAP site list 1 NR NR 1 0 0 0.500SEMS-ARCHIVE Federal RCRA CORRACTS facilities list 0 NR 0 0 0 0 1.000CORRACTS Federal RCRA non-CORRACTS TSD facilities list 0 NR NR 0 0 0 0.500RCRA-TSDF Federal RCRA generators list 0 NR NR NR 0 0 0.250RCRA-LQG 3 NR NR NR 0 3 0.250RCRA-SQG 0 NR NR NR 0 0 0.250RCRA-CESQG Federal institutional controls / engineering controls registries 0 NR NR 0 0 0 0.500LUCIS 0 NR NR 0 0 0 0.500US ENG CONTROLS 0 NR NR 0 0 0 0.500US INST CONTROL Federal ERNS list 0 NR NR NR NR NR TPERNS State- and tribal - equivalent NPL 0 NR 0 0 0 0 1.000RESPONSE State- and tribal - equivalent CERCLIS 4 NR 2 2 0 0 1.000ENVIROSTOR State and tribal landfill and/or solid waste disposal site lists 0 NR NR 0 0 0 0.500SWF/LF State and tribal leaking storage tank lists 39 NR NR 27 7 5 0.500LUST TC5308891.2s Page 4 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR 0 0 0 0.500INDIAN LUST 4 NR NR 3 1 0 0.500CPS-SLIC 27 NR NR 19 5 3 0.500HIST LUST State and tribal registered storage tank lists 0 NR NR NR 0 0 0.250FEMA UST 3 NR NR NR 1 2 0.250UST 0 NR NR NR 0 0 0.250AST 0 NR NR NR 0 0 0.250INDIAN UST State and tribal voluntary cleanup sites 0 NR NR 0 0 0 0.500INDIAN VCP 0 NR NR 0 0 0 0.500VCP State and tribal Brownfields sites 0 NR NR 0 0 0 0.500BROWNFIELDS ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists 0 NR NR 0 0 0 0.500US BROWNFIELDS Local Lists of Landfill / Solid Waste Disposal Sites 0 NR NR 0 0 0 0.500WMUDS/SWAT 0 NR NR 0 0 0 0.500SWRCY 0 NR NR NR NR NR TPHAULERS 0 NR NR 0 0 0 0.500INDIAN ODI 0 NR NR 0 0 0 0.500DEBRIS REGION 9 0 NR NR 0 0 0 0.500ODI 0 NR NR 0 0 0 0.500IHS OPEN DUMPS Local Lists of Hazardous waste / Contaminated Sites 0 NR NR NR NR NR TPUS HIST CDL 0 NR 0 0 0 0 1.000HIST Cal-Sites 0 NR NR NR 0 0 0.250SCH 0 NR NR NR NR NR TPCDL 0 NR 0 0 0 0 1.000Toxic Pits 0 NR NR NR NR NR TPUS CDL Local Lists of Registered Storage Tanks 7 NR NR NR 5 2 0.250SWEEPS UST 6 NR NR NR 4 2 0.250HIST UST 5 NR NR NR 3 2 0.250CA FID UST Local Land Records 0 NR NR NR NR NR TPLIENS 0 NR NR NR NR NR TPLIENS 2 0 NR NR 0 0 0 0.500DEED TC5308891.2s Page 5 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted Records of Emergency Release Reports 0 NR NR NR NR NR TPHMIRS 0 NR NR NR NR NR TPCHMIRS 0 NR NR NR NR NR TPLDS 0 NR NR NR NR NR TPMCS 0 NR NR NR NR NR TPSPILLS 90 Other Ascertainable Records 3 NR NR NR 0 3 0.250RCRA NonGen / NLR 0 NR 0 0 0 0 1.000FUDS 0 NR 0 0 0 0 1.000DOD 0 NR NR 0 0 0 0.500SCRD DRYCLEANERS 0 NR NR NR NR NR TPUS FIN ASSUR 0 NR NR NR NR NR TPEPA WATCH LIST 0 NR NR NR 0 0 0.2502020 COR ACTION 0 NR NR NR NR NR TPTSCA 0 NR NR NR NR NR TPTRIS 0 NR NR NR NR NR TPSSTS 0 NR 0 0 0 0 1.000ROD 0 NR NR NR NR NR TPRMP 0 NR NR NR NR NR TPRAATS 0 NR NR NR NR NR TPPRP 0 NR NR NR NR NR TPPADS 0 NR NR NR NR NR TPICIS 0 NR NR NR NR NR TPFTTS 0 NR NR NR NR NR TPMLTS 0 NR NR NR NR NR TPCOAL ASH DOE 0 NR NR 0 0 0 0.500COAL ASH EPA 0 NR NR NR NR NR TPPCB TRANSFORMER 0 NR NR NR NR NR TPRADINFO 0 NR NR NR NR NR TPHIST FTTS 0 NR NR NR NR NR TPDOT OPS 0 NR 0 0 0 0 1.000CONSENT 0 NR 0 0 0 0 1.000INDIAN RESERV 0 NR 0 0 0 0 1.000FUSRAP 0 NR NR 0 0 0 0.500UMTRA 0 NR NR NR NR NR TPLEAD SMELTERS 0 NR NR NR NR NR TPUS AIRS 0 NR NR NR 0 0 0.250US MINES 0 NR NR NR 0 0 0.250ABANDONED MINES 0 NR NR NR NR NR TPFINDS 0 NR 0 0 0 0 1.000UXO 0 NR NR NR NR NR TPECHO 0 NR NR NR NR NR TPDOCKET HWC 0 NR NR NR 0 0 0.250FUELS PROGRAM 0 NR 0 0 0 0 1.000CA BOND EXP. PLAN 0 NR NR 0 0 0 0.500Cortese 35 NR NR NR 14 21 0.250CUPA Listings 1 NR NR NR 0 1 0.250DRYCLEANERS 0 NR NR NR NR NR TPEMI TC5308891.2s Page 6 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR NR NR NR TPENF 0 NR NR NR NR NR TPFinancial Assurance 0 NR NR NR NR NR TPHAZNET 0 NR NR NR NR NR TPICE 24 NR NR 17 4 3 0.500HIST CORTESE 0 NR 0 0 0 0 1.000HWP 0 NR NR NR 0 0 0.250HWT 0 NR NR NR 0 0 0.250MINES 0 NR NR NR 0 0 0.250MWMP 0 NR NR NR NR NR TPNPDES 0 NR NR NR NR NR TPPEST LIC 0 NR NR 0 0 0 0.500PROC 2 NR 2 0 0 0 1.000Notify 65 0 NR NR NR 0 0 0.250SAN JOSE HAZMAT 0 NR NR NR NR NR TPUIC 0 NR NR 0 0 0 0.500WASTEWATER PITS 0 NR NR NR NR NR TPWDS 0 NR NR NR 0 0 0.250WIP 0 NR NR NR NR NR TPWELL STIM PROJ 0 NR NR NR NR NR TPCIWQS 0 NR NR NR NR NR TPUIC GEO 0 NR NR NR NR NR TPPROJECT 0 NR NR NR NR NR TPPROD WATER PONDS 0 NR NR NR NR NR TPOTHER OIL GAS 0 NR NR NR NR NR TPNON-CASE INFO 0 NR NR NR NR NR TPSAMPLING POINT 0 NR NR NR NR NR TPMILITARY PRIV SITES EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records 0 NR 0 0 0 0 1.000EDR MGP 1 NR NR NR NR 1 0.125EDR Hist Auto 2 NR NR NR NR 2 0.125EDR Hist Cleaner EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives 0 NR NR NR NR NR TPRGA LF 0 NR NR NR NR NR TPRGA LUST 167 0 4 69 44 50 0- Totals -- NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database TC5308891.2s Page 7 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation FA0261220Facility ID: PR0383719Record ID: -121.938579Longitude: 37.278719Latitude: GENERATES 100 KG YR TO <5 TONS/YRProgram Description: 2205PE#: SANTA CLARARegion: CUPA SANTA CLARA: 67 ft. Site 1 of 5 in cluster A 0.013 mi. Relative: Higher Actual: 208 ft. < 1/8 CAMPBELL, CA 95008 NE 710 E MCGLINCY LN N/A A1 CUPA ListingsPRO-FORMANCE PAINTING S109935049 FA0200460Facility ID: PR0313789Record ID: -121.939608Longitude: 37.278536Latitude: GENERATES < 100 KG/YRProgram Description: 2202PE#: SANTA CLARARegion: CUPA SANTA CLARA: 80 ft. Site 2 of 5 in cluster A 0.015 mi. Relative: Higher Actual: 208 ft. < 1/8 CAMPBELL, CA 95008 NW 655 E MCGLINCY LN C N/A A2 CUPA ListingsANDERSON AUTOMOTIVE S121468399 FA0200462Facility ID: PR0393822Record ID: -121.939502Longitude: 37.278594Latitude: ONSITE HAZ WASTE RECYCLER > 100 KG/MOProgram Description: 2225PE#: SANTA CLARARegion: FA0200462Facility ID: PR0315492Record ID: -121.939502Longitude: 37.278594Latitude: GENERATES 100 KG YR TO <5 TONS/YRProgram Description: 2205PE#: SANTA CLARARegion: CUPA SANTA CLARA: 81 ft. Site 3 of 5 in cluster A 0.015 mi. Relative: Higher Actual: 209 ft. < 1/8 CAMPBELL, CA 95008 NNW 665 E MCGLINCY LN N/A A3 CUPA ListingsCALIBER COLLISION CENTER S112346208 TC5308891.2s Page 8 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator extension: Not reportedOwner/operator fax: Not reportedOwner/operator email: 408-559-8633Owner/operator telephone: Not reportedOwner/operator country: CAMPBELL, CA 95008 665 MCGLINCEY LNOwner/operator address: PETER BOVENBERGOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: 408-559-8633Contact telephone: USContact country: CAMPBELL, CA 95008 665 MCGLINCEY LNContact address: DORENE HYLTONContact: CAMPBELL, CA 95008 MCGLINCEY LNMailing address: CAR000002675EPA ID: CAMPBELL, CA 95008 665 MCGLINCEY LNFacility address: MODERN BENCH OPERATIONSFacility name: 05/10/1995Date form received by agency: RCRA-SQG: 81 ft. Site 4 of 5 in cluster A 0.015 mi. Relative: Higher Actual: 209 ft. < 1/8 CAMPBELL, CA 95008 NNW EMI665 MCGLINCEY LN CAR000002675 A4 RCRA-SQGMODERN BENCH OPERATIONS 1000985156 TC5308891.2s Page 9 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 9557Facility ID: SFAir Basin: 43County Code: 1998Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 1Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 9557Facility ID: SFAir Basin: 43County Code: 1997Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 1Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7232SIC Code: BAAir District Name: 9557Facility ID: SFAir Basin: 43County Code: 1996Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 1Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 9557Facility ID: SFAir Basin: 43County Code: 1995Year: EMI: No violations foundViolation Status: MODERN BENCH OPERATIONS (Continued)1000985156 TC5308891.2s Page 10 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 9557Facility ID: SFAir Basin: 43County Code: 2001Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 33Reactive Organic Gases Tons/Yr: 34Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 9557Facility ID: SFAir Basin: 43County Code: 2000Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 33Reactive Organic Gases Tons/Yr: 34Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 9557Facility ID: SFAir Basin: 43County Code: 1999Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 1Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: MODERN BENCH OPERATIONS (Continued)1000985156 TC5308891.2s Page 11 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.754033Reactive Organic Gases Tons/Yr: 0.806Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 9557Facility ID: SFAir Basin: 43County Code: 2004Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 1Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 9557Facility ID: SFAir Basin: 43County Code: 2003Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 1Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 9557Facility ID: SFAir Basin: 43County Code: 2002Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: MODERN BENCH OPERATIONS (Continued)1000985156 TC5308891.2s Page 12 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 7532SIC Code: BAAir District Name: 9557Facility ID: SFAir Basin: 43County Code: 2008Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: .754033Reactive Organic Gases Tons/Yr: .806Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 9557Facility ID: SFAir Basin: 43County Code: 2007Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: .754033Reactive Organic Gases Tons/Yr: .806Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 9557Facility ID: SFAir Basin: 43County Code: 2006Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: .754033Reactive Organic Gases Tons/Yr: .806Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 9557Facility ID: SFAir Basin: 43County Code: 2005Year: MODERN BENCH OPERATIONS (Continued)1000985156 TC5308891.2s Page 13 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Carbon Monoxide Emissions Tons/Yr: 0.6810446Reactive Organic Gases Tons/Yr: 0.727Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 9557Facility ID: SFAir Basin: 43County Code: 2011Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.6810446Reactive Organic Gases Tons/Yr: 0.72699999999999998Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 9557Facility ID: SFAir Basin: 43County Code: 2010Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.6810446Reactive Organic Gases Tons/Yr: 0.72699999999999998Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 9557Facility ID: SFAir Basin: 43County Code: 2009Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: .754033Reactive Organic Gases Tons/Yr: .806Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: MODERN BENCH OPERATIONS (Continued)1000985156 TC5308891.2s Page 14 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 2015Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 0.72697715Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 9557Facility ID: SFAir Basin: 43County Code: 2014Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.6810446Reactive Organic Gases Tons/Yr: 0.727Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 9557Facility ID: SFAir Basin: 43County Code: 2013Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.6810446Reactive Organic Gases Tons/Yr: 0.727Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 9557Facility ID: SFAir Basin: 43County Code: 2012Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: MODERN BENCH OPERATIONS (Continued)1000985156 TC5308891.2s Page 15 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.72697709Reactive Organic Gases Tons/Yr: 0.72697719Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 9557Facility ID: SFAir Basin: 43County Code: MODERN BENCH OPERATIONS (Continued) 1000985156 12/31/2019Expiration Date: 01/18/2018Issued or Renewed Date: 96874License No: BCategories: QALFacility Type: PEST LIC: FA0200458Facility ID: PR0316114Record ID: -121.939714Longitude: 37.278479Latitude: GENERATES 100 KG YR TO <5 TONS/YRProgram Description: 2205PE#: SANTA CLARARegion: CUPA SANTA CLARA: 81 ft. Site 1 of 6 in cluster B 0.015 mi. Relative: Higher Actual: 209 ft. < 1/8 CAMPBELL, CA 95008 NW PEST LIC645 E MCGLINCY LN A N/A B5 CUPA ListingsCONDOR MFG CO S121468398 625 E MCGLINCY LNOwner Address: CHRISTINE MORRISSEYOwner Name: Not reportedFacility Addr2: Not reportedInactive Date: YesFacility Active: 01/30/2001Create Date: Commercial Laundry, Drycleaning and Pressing MachinesSIC Description: 3582SIC Code: Commercial Laundry, Drycleaning, and Pressing Machine ManufacturingNAICS Description: 333312NAICS Code: CAL000219064EPA Id: DRYCLEANERS: 85 ft. Site 2 of 6 in cluster B 0.016 mi. Relative: Higher Actual: 210 ft. < 1/8 CAMPBELL, CA 95008 WNW 625 MCGLINCY LN N/A B6 DRYCLEANERSHBL DRAPERY & NATIONAL GOWN CLEANERS S111082071 TC5308891.2s Page 16 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 2Region Code: 0000000000Owner Fax: 950085045Mailing Zip: CAMailing State: CAMPBELLMailing City: DMailing Address 2: 625 E MCGLINCY LNMailing Address 1: Not reportedMailing Name: 4083713174Contact Telephone: Not reportedContact Address 2: 625 E MCGLINCY LNContact Address: CHRISTINE MORRISSEYContact Name: 4083713174Owner Telephone: DOwner Address 2: HBL DRAPERY & NATIONAL GOWN CLEANERS (Continued) S111082071 FA0254020Facility ID: PR0370136Record ID: -121.939926Longitude: 37.278364Latitude: GENERATES < 100 KG/YRProgram Description: 2202PE#: SANTA CLARARegion: CUPA SANTA CLARA: 85 ft. Site 3 of 6 in cluster B 0.016 mi. Relative: Higher Actual: 210 ft. < 1/8 CAMPBELL, CA 95008 WNW 625 MCGLINCY LN D N/A B7 CUPA ListingsHBL DRAPERY & NATL GOWN CLEANERS S112345871 Drycleaning Plants, Except Rugs, NEC1995 H B L CLEANERS Drycleaning Plants, Except Rugs, NEC1994 H B L CLEANERS Drycleaning Plants, Except Rugs, NEC1993 H B L CLEANERS Drycleaning Plants, Except Rugs, NEC1992 H B L CLEANERS Drycleaning Plants, Except Rugs, NEC1991 H B L CLEANERS Drycleaning Plants, Except Rugs, NEC1990 H B L CLEANERS Drycleaning Plants, Except Rugs, NEC1989 H B L CLEANERS Drycleaning Plants, Except Rugs1988 H B L CLEANERS Drycleaning Plants, Except Rugs1987 H B L CLEANERS Drycleaning Plants, Except Rugs1986 H B L CLEANERS Drycleaning Plants, Except Rugs1985 H B L CLEANERS Drycleaning Plants, Except Rugs1983 H B L CLEANERS Drycleaning Plants, Except Rugs1982 H B L CLEANERS Drycleaning Plants, Except Rugs1980 H B L CLEANERS Drycleaning Plants, Except Rugs1979 H B L CLEANERS Drycleaning Plants, Except Rugs1978 H B L CLEANERS Drycleaning Plants, Except Rugs1977 H B L CLEANERS Type:Year: Name: EDR Hist Cleaner 85 ft. Site 4 of 6 in cluster B 0.016 mi. Relative: Higher Actual: 210 ft. < 1/8 CAMPBELL, CA 95008 WNW 625 E MCGLINCEY LN N/A B8 EDR Hist CleanerH B L CLEANERS 1019999850 TC5308891.2s Page 17 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Drycleaning Plants, Except Rugs, NEC2014 NATIONAL GOWN CLEANERS Drycleaning Plants, Except Rugs, NEC2013 NATIONAL GOWN CLEANERS Drycleaning Plants, Except Rugs, NEC2012 NATIONAL GOWN CLEANERS Drycleaning Plants, Except Rugs, NEC2011 NATIONAL GOWN CLEANERS Drycleaning Plants, Except Rugs, NEC2011 H B L CLEANERS Drycleaning Plants, Except Rugs, NEC2010 H B L CLEANERS Drycleaning Plants, Except Rugs, NEC2010 NATIONAL GOWN CLEANERS Drycleaning Plants, Except Rugs, NEC2009 NATIONAL GOWN CLEANERS Drycleaning Plants, Except Rugs, NEC2009 H B L CLEANERS Drycleaning Plants, Except Rugs, NEC2008 H B L CLEANERS Drycleaning Plants, Except Rugs, NEC2008 NATIONAL GOWN CLEANERS Drycleaning Plants, Except Rugs, NEC2007 H B L CLEANERS Drycleaning Plants, Except Rugs, NEC2007 NATIONAL GOWN CLEANERS Drycleaning Plants, Except Rugs, NEC2006 NATIONAL GOWN CLEANERS Drycleaning Plants, Except Rugs, NEC2006 H B L CLEANERS Drycleaning Plants, Except Rugs, NEC2005 NATIONAL GOWN CLEANERS Drycleaning Plants, Except Rugs, NEC2005 H B L CLEANERS Drycleaning Plants, Except Rugs, NEC2004 NATIONAL GOWN CLEANERS Drycleaning Plants, Except Rugs, NEC2004 H B L CLEANERS Drycleaning Plants, Except Rugs, NEC2003 H B L CLEANERS Drycleaning Plants, Except Rugs, NEC2003 NATIONAL GOWN CLEANERS Drycleaning Plants, Except Rugs, NEC2002 H B L CLEANERS Drycleaning Plants, Except Rugs, NEC2001 H B L CLEANERS Drycleaning Plants, Except Rugs, NEC2000 H B L CLEANERS Drycleaning Plants, Except Rugs, NEC1999 H B L CLEANERS Drycleaning Plants, Except Rugs, NEC1998 H B L CLEANERS Drycleaning Plants, Except Rugs, NEC1997 H B L CLEANERS Drycleaning Plants, Except Rugs, NEC1996 H B L CLEANERS H B L CLEANERS (Continued)1019999850 SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608501835Global Id: LUST: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: SANTA CLARA COUNTY LOPLocal Agency: Not reportedRB Case Number: USTCase Worker: 04/11/1997Status Date: Completed - Case ClosedStatus: -121.939218Longitude: 37.27797Latitude: T0608501835Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608501835Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: 104 ft. Site 5 of 6 in cluster B 0.020 mi. Relative: Higher Actual: 211 ft. < 1/8 HIST CORTESECAMPBELL, CA 95008 West HIST LUST615 MCGLINCEY LN N/A B9 LUSTBAUER CONCRETE S103666958 TC5308891.2s Page 18 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedFacility Id: 2Region: LUST REG 2: 04/11/1997Status Date: Completed - Case ClosedStatus: T0608501835Global Id: 08/02/1994Status Date: Open - Site AssessmentStatus: T0608501835Global Id: 12/30/1993Status Date: Open - Site AssessmentStatus: T0608501835Global Id: 12/30/1993Status Date: Open - Case Begin DateStatus: T0608501835Global Id: LUST: Closure/No Further Action LetterAction: 04/11/1997Date: ENFORCEMENTAction Type: T0608501835Global Id: Leak ReportedAction: 01/03/1994Date: OtherAction Type: T0608501835Global Id: Other Report / DocumentAction: 01/01/1997Date: RESPONSEAction Type: T0608501835Global Id: Notice of Responsibility - #39455Action: 04/13/1994Date: ENFORCEMENTAction Type: T0608501835Global Id: LUST: 4089183400Phone Number: Not reportedEmail: SAN JOSECity: 1555 Berger Drive, Suite 300Address: SANTA CLARA COUNTY LOPOrganization Name: UST CASE WORKERContact Name: Local Agency CaseworkerContact Type: T0608501835Global Id: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: BAUER CONCRETE (Continued)S103666958 TC5308891.2s Page 19 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 43-1992Reg Id: LTNKAReg By: 43Facility County Code: CORTESERegion: HIST CORTESE: 1997-04-11 00:00:00Closed Date: 1994-04-08 00:00:00Date Listed: SCVWDOversite Agency: 07S1W35K02SCVWD ID: 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: 07S1W35K02FEDR Link ID: 04/11/1997Date Closed: 07S1W35K02FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: 8/2/1994Pollution Characterization Began: 12/30/1993Preliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 07S1W35K02fCase Number: Case ClosedFacility Status: BAUER CONCRETE (Continued)S103666958 FA0200454Facility ID: PR0315497Record ID: -121.940032Longitude: 37.278307Latitude: GENERATES WASTE OIL ONLYProgram Description: 2201PE#: SANTA CLARARegion: CUPA SANTA CLARA: 104 ft. Site 6 of 6 in cluster B 0.020 mi. Relative: Higher Actual: 211 ft. < 1/8 CAMPBELL, CA 95008 West 615 E MCGLINCY LN B N/A B10 CUPA ListingsDURO CONCRETE INC S112345409 TC5308891.2s Page 20 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator extension: Not reportedOwner/operator fax: Not reportedOwner/operator email: 415-555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: RAWSON DENNISOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator extension: Not reportedOwner/operator fax: Not reportedOwner/operator email: 415-555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Owner/Operator Summary: Handler: Non-Generators do not presently generate hazardous wasteDescription: Non-GeneratorClassification: 09EPA Region: Not reportedContact email: 408-779-9838Contact telephone: USContact country: MORGAN HILL, CA 95037-5115 16890 CHURCH ST BLDG 1AContact address: LARRY CHIVERSContact: CAD981374333EPA ID: CAMPBELL, CA 95008 715 MCGLINCEYFacility address: RAWSON CUSTOM CABINETSFacility name: 08/29/2000Date form received by agency: RCRA NonGen / NLR: 155 ft.HAZNETSite 5 of 5 in cluster A 0.029 mi.EMI Relative: Higher Actual: 209 ft. < 1/8 ECHOCAMPBELL, CA 95008 NNE FINDS715 MCGLINCEY CAD981374333 A11 RCRA NonGen / NLRRAWSON CUSTOM CABINETS 1000385073 TC5308891.2s Page 21 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 2431SIC Code: BAAir District Name: 11212Facility ID: SFAir Basin: 43County Code: 1999Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 2Reactive Organic Gases Tons/Yr: 2Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 2431SIC Code: BAAir District Name: 11212Facility ID: SFAir Basin: 43County Code: 1998Year: EMI: http://echo.epa.gov/detailed-facility-report?fid=110002685096DFR URL: 110002685096Registry ID: 1000385073Envid: ECHO: additional FINDS: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access HAZARDOUS AIR POLLUTANT MAJOR corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110002685096Registry ID: FINDS: No violations foundViolation Status: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: RAWSON CUSTOM CABINETS (Continued) 1000385073 TC5308891.2s Page 22 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CAD009452657TSD EPA ID: Not reportedGen County: MORGAN HILL, CA 950370000Mailing City,St,Zip: 16890 CHURCH ST #1Mailing Address: Not reportedMailing Name: 4082683488Telephone: DENNIS RAWSONContact: CAD981374333GEPAID: 1999Year: 1000385073envid: Santa ClaraFacility County: Not reportedMethod Decode: Not reportedCat Decode: 0.91Tons: RecyclerDisposal Method: Unspecified solvent mixtureWaste Category: Not reportedTSD County: CAD009452657TSD EPA ID: Not reportedGen County: MORGAN HILL, CA 950370000Mailing City,St,Zip: 16890 CHURCH ST #1Mailing Address: Not reportedMailing Name: --Telephone: --Contact: CAD981374333GEPAID: 2000Year: 1000385073envid: HAZNET: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 1Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 2431SIC Code: BAAir District Name: 11212Facility ID: SFAir Basin: 43County Code: 2000Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 1Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: RAWSON CUSTOM CABINETS (Continued)1000385073 TC5308891.2s Page 23 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation RecyclerDisposal Method: Unspecified solvent mixtureWaste Category: Not reportedTSD County: CAD009452657TSD EPA ID: Not reportedGen County: MORGAN HILL, CA 950370000Mailing City,St,Zip: 16890 CHURCH ST #1Mailing Address: Not reportedMailing Name: 4082683488Telephone: DENNIS RAWSONContact: CAD981374333GEPAID: 1996Year: 1000385073envid: Santa ClaraFacility County: Not reportedMethod Decode: Not reportedCat Decode: .9172Tons: RecyclerDisposal Method: Unspecified solvent mixtureWaste Category: Not reportedTSD County: CAD009452657TSD EPA ID: Not reportedGen County: MORGAN HILL, CA 950370000Mailing City,St,Zip: 16890 CHURCH ST #1Mailing Address: Not reportedMailing Name: 4082683488Telephone: DENNIS RAWSONContact: CAD981374333GEPAID: 1997Year: 1000385073envid: Santa ClaraFacility County: Not reportedMethod Decode: Not reportedCat Decode: 1.1465Tons: RecyclerDisposal Method: Unspecified solvent mixtureWaste Category: Not reportedTSD County: CAD009452657TSD EPA ID: Not reportedGen County: MORGAN HILL, CA 950370000Mailing City,St,Zip: 16890 CHURCH ST #1Mailing Address: Not reportedMailing Name: 4082683488Telephone: DENNIS RAWSONContact: CAD981374333GEPAID: 1998Year: 1000385073envid: Santa ClaraFacility County: Not reportedMethod Decode: Not reportedCat Decode: .9172Tons: RecyclerDisposal Method: Unspecified solvent mixtureWaste Category: Not reportedTSD County: RAWSON CUSTOM CABINETS (Continued)1000385073 TC5308891.2s Page 24 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 4 additional CA_HAZNET: record(s) in the EDR Site Report. Click this hyperlink while viewing on your computer to access Santa ClaraFacility County: Not reportedMethod Decode: Not reportedCat Decode: .9172Tons: RAWSON CUSTOM CABINETS (Continued) 1000385073 FA0230840Facility ID: PR0330933Record ID: -121.938932Longitude: 37.27887Latitude: GENERATES WASTE OIL ONLYProgram Description: 2201PE#: SANTA CLARARegion: CUPA SANTA CLARA: 168 ft. Site 1 of 3 in cluster C 0.032 mi. Relative: Higher Actual: 209 ft. < 1/8 CAMPBELL, CA 95008 North 695 MCGLINCY LN N/A C12 CUPA ListingsLAMBERT LUBE S121471368 FA0254625Facility ID: PR0371469Record ID: -121.938932Longitude: 37.27887Latitude: GENERATES 100 KG YR TO <5 TONS/YRProgram Description: 2205PE#: SANTA CLARARegion: CUPA SANTA CLARA: 168 ft. Site 2 of 3 in cluster C 0.032 mi. Relative: Higher Actual: 209 ft. < 1/8 CAMPBELL, CA 95008 North 695 MCGLINCY LN N/A C13 CUPA ListingsLAMBERT & SONS FLOOR COVERING S112346036 Not reportedContact address: Not reportedContact: SAN JOSE, CA 95150 PO BOX 5639Mailing address: CAD982413551EPA ID: CAMPBELL, CA 95008 580 MCGLINCEY LANEFacility address: WEST VALLEY CONSTRUCTION CO INCFacility name: 09/01/1996Date form received by agency: RCRA-SQG: HAZNET 172 ft.ECHOSite 1 of 9 in cluster D 0.033 mi.FINDS Relative: Higher Actual: 212 ft. < 1/8 HIST USTCAMPBELL, CA 95008 WSW LUST580 MCGLINCEY LANE CAD982413551 D14 RCRA-SQGWEST VALLEY CONSTRUCTION CO INC 1000394251 TC5308891.2s Page 25 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator extension: Not reportedOwner/operator fax: Not reportedOwner/operator email: 415-555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator extension: Not reportedOwner/operator fax: Not reportedOwner/operator email: 415-555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: WEST VALLEY CONSTRUCTIONOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: Not reportedContact telephone: USContact country: Not reported WEST VALLEY CONSTRUCTION CO INC (Continued) 1000394251 TC5308891.2s Page 26 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation RESPONSEAction Type: T0608502049Global Id: Closure/No Further Action LetterAction: 12/01/1999Date: ENFORCEMENTAction Type: T0608502049Global Id: Leak ReportedAction: 07/15/1998Date: OtherAction Type: T0608502049Global Id: LUST: 4089183400Phone Number: Not reportedEmail: SAN JOSECity: 1555 Berger Drive, Suite 300Address: SANTA CLARA COUNTY LOPOrganization Name: UST CASE WORKERContact Name: Local Agency CaseworkerContact Type: T0608502049Global Id: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608502049Global Id: LUST: Not reportedSite History: DieselPotential Contaminants of Concern: SoilPotential Media Affect: Not reportedLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: SANTA CLARA COUNTY LOPLocal Agency: Not reportedRB Case Number: USTCase Worker: 12/01/1999Status Date: Completed - Case ClosedStatus: -121.939854911639Longitude: 37.2780238711799Latitude: T0608502049Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608502049Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: No violations foundViolation Status: Large Quantity GeneratorClassification: WEST VALLEY CONSTRUCTION CO INCSite name: 09/13/1988Date form received by agency: Historical Generators: WEST VALLEY CONSTRUCTION CO INC (Continued) 1000394251 TC5308891.2s Page 27 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1/4Container Construction Thickness: DIESELType of Fuel: PRODUCTTank Used for: 00010000Tank Capacity: 1971Year Installed: 3Container Num: 003Tank Num: Stock InventorLeak Detection: 1/4Container Construction Thickness: REGULARType of Fuel: PRODUCTTank Used for: 00012000Tank Capacity: 1980Year Installed: 2Container Num: 002Tank Num: Stock InventorLeak Detection: 1/4Container Construction Thickness: UNLEADEDType of Fuel: PRODUCTTank Used for: 00005000Tank Capacity: 1971Year Installed: 1Container Num: 001Tank Num: 0003Total Tanks: CAMPBELL, CA 95008Owner City,St,Zip: 580 MCGLINCEY LANEOwner Address: WEST VALLEY CONSTRUCTION COMPAOwner Name: 4083715510Telephone: ART FRECHOUContact Name: CONSTRUCTIONOther Type: OtherFacility Type: 00000013104Facility ID: STATERegion: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/00020A9B.pdfURL: 00020A9BFile Number: HIST UST: 12/01/1999Status Date: Completed - Case ClosedStatus: T0608502049Global Id: 04/23/1998Status Date: Open - Site AssessmentStatus: T0608502049Global Id: 04/23/1998Status Date: Open - Case Begin DateStatus: T0608502049Global Id: LUST: Other Report / DocumentAction: 02/09/1999Date: WEST VALLEY CONSTRUCTION CO INC (Continued) 1000394251 TC5308891.2s Page 28 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 4083710776Telephone: TERRY LEE/SAFETY DIRECTORContact: CAD982413551GEPAID: 2003Year: 1000394251envid: Santa ClaraFacility County: Not reportedMethod Decode: Not reportedCat Decode: 0.12Tons: Not reportedDisposal Method: Unspecified oil-containing wasteWaste Category: Not reportedTSD County: CA0000084517TSD EPA ID: Not reportedGen County: SAN JOSE, CA 951505639Mailing City,St,Zip: PO BOX 5639Mailing Address: Not reportedMailing Name: 4083710776Telephone: TERRY LEE/SAFETY DIRECTORContact: CAD982413551GEPAID: 2004Year: 1000394251envid: HAZNET: http://echo.epa.gov/detailed-facility-report?fid=110002807856DFR URL: 110002807856Registry ID: 1000394251Envid: ECHO: additional FINDS: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access STATE MASTER corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource facilities. generators, transporters, and treatment, storage, and disposal provides California with information on hazardous waste shipments for California Hazardous Waste Tracking System - Datamart (HWTS-DATAMART) Environmental Interest/Information System 110002807856Registry ID: FINDS: Click here for Geo Tracker PDF: Stock InventorLeak Detection: WEST VALLEY CONSTRUCTION CO INC (Continued) 1000394251 TC5308891.2s Page 29 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation SAN JOSE, CA 951505639Mailing City,St,Zip: PO BOX 5639Mailing Address: Not reportedMailing Name: 4083715510Telephone: WEST VALLEY CONSTRUCTION CO,Contact: CAD982413551GEPAID: 1998Year: 1000394251envid: Santa ClaraFacility County: Not reportedMethod Decode: Not reportedCat Decode: .3127Tons: Not reportedDisposal Method: Aqueous solution with total organic residues less than 10 percentWaste Category: Not reportedTSD County: CAL000161741TSD EPA ID: Not reportedGen County: SAN JOSE, CA 951505639Mailing City,St,Zip: PO BOX 5639Mailing Address: Not reportedMailing Name: 4083715510Telephone: WEST VALLEY CONSTRUCTION CO,Contact: CAD982413551GEPAID: 1998Year: 1000394251envid: Santa ClaraFacility County: Not reportedMethod Decode: Not reportedCat Decode: .2085Tons: Not reportedDisposal Method: Aqueous solution with total organic residues less than 10 percentWaste Category: Not reportedTSD County: CAL000161741TSD EPA ID: Not reportedGen County: SAN JOSE, CA 951505639Mailing City,St,Zip: PO BOX 5639Mailing Address: Not reportedMailing Name: 4083715510Telephone: WEST VALLEY CONSTRUCTION CO,Contact: CAD982413551GEPAID: 1999Year: 1000394251envid: Santa ClaraFacility County: Not reportedMethod Decode: Not reportedCat Decode: 6.1Tons: Transfer StationDisposal Method: Oil/water separation sludgeWaste Category: Not reportedTSD County: CAD059494310TSD EPA ID: Not reportedGen County: SAN JOSE, CA 951505639Mailing City,St,Zip: PO BOX 5639Mailing Address: Not reportedMailing Name: WEST VALLEY CONSTRUCTION CO INC (Continued)1000394251 TC5308891.2s Page 30 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 9 additional CA_HAZNET: record(s) in the EDR Site Report. Click this hyperlink while viewing on your computer to access Santa ClaraFacility County: Not reportedMethod Decode: Not reportedCat Decode: .3127Tons: RecyclerDisposal Method: Aqueous solution with total organic residues less than 10 percentWaste Category: Not reportedTSD County: CAL000161743TSD EPA ID: Not reportedGen County: WEST VALLEY CONSTRUCTION CO INC (Continued) 1000394251 PSTG: M.V. FUELTank Use: 04-04-91Active Date: 12000Capacity: ATank Status: 43-008-013104-000002SWRCB Tank Id: 2Owner Tank Id: 02-29-88Created Date: 01-27-94Action Date: 08-13-93Referral Date: 44-014834Board Of Equalization: 1Number: 13104Comp Number: ActiveStatus: 4Number Of Tanks: REG UNLEADEDContent: PSTG: M.V. FUELTank Use: 04-04-91Active Date: 5000Capacity: ATank Status: 43-008-013104-000001SWRCB Tank Id: 1Owner Tank Id: 02-29-88Created Date: 01-27-94Action Date: 08-13-93Referral Date: 44-014834Board Of Equalization: 1Number: 13104Comp Number: ActiveStatus: SWEEPS UST: 07S1W35K04FEDR Link ID: 12/01/1999Date Closed: 07S1W35K04FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: 172 ft. Site 2 of 9 in cluster D 0.033 mi. Relative: Higher Actual: 212 ft. < 1/8 CA FID USTCAMPBELL, CA 95008 WSW SWEEPS UST580 MCGLINCEY LANE N/A D15 LUSTW VALLEY CONSTRUCTION CO INC S101594574 TC5308891.2s Page 31 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: CAMPBELL 95008Mailing City,St,Zip: Not reportedMailing Address 2: P O BOXMailing Address: Not reportedMail To: 4083715510Facility Phone: Not reportedSIC Code: Not reportedCortese Code: 00013104Regulated ID: UTNKARegulated By: 43007168Facility ID: CA FID UST: Not reportedNumber Of Tanks: WASTE OILContent: WSTG: OILTank Use: 04-04-91Active Date: 1Capacity: ATank Status: 43-008-013104-000004SWRCB Tank Id: FOUROwner Tank Id: 02-29-88Created Date: 01-27-94Action Date: 08-13-93Referral Date: 44-014834Board Of Equalization: 1Number: 13104Comp Number: ActiveStatus: Not reportedNumber Of Tanks: DIESELContent: PSTG: M.V. FUELTank Use: 04-04-91Active Date: 10000Capacity: ATank Status: 43-008-013104-000003SWRCB Tank Id: 3Owner Tank Id: 02-29-88Created Date: 01-27-94Action Date: 08-13-93Referral Date: 44-014834Board Of Equalization: 1Number: 13104Comp Number: ActiveStatus: Not reportedNumber Of Tanks: LEADEDContent: W VALLEY CONSTRUCTION CO INC (Continued)S101594574 TC5308891.2s Page 32 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation -121.94012Longitude: 37.27792Latitude: Santa Clara County Environmental HealthPermitting Agency: Not reportedFacility ID: UST: 172 ft. Site 3 of 9 in cluster D 0.033 mi. Relative: Higher Actual: 212 ft. < 1/8 CAMPBELL, CA 95008 WSW 580 MC GLINCY LN N/A D16 USTWEST VALLEY CONSTRUCTION CO U004266701 NoneLeak Detection: Not reportedContainer Construction Thickness: WASTE OILType of Fuel: WASTETank Used for: 00000000Tank Capacity: Not reportedYear Installed: FOURContainer Num: 001Tank Num: 0001Total Tanks: CAMPBELL, CA 95008Owner City,St,Zip: 580 MCGLINCEY LANEOwner Address: WEST VALLEY CONSTRUCTION COMPAOwner Name: 4083715510Telephone: ART FRECHOUContact Name: CONSTRUCTIONOther Type: OtherFacility Type: 00000018342Facility ID: STATERegion: Not reportedURL: Not reportedFile Number: HIST UST: 172 ft. Site 4 of 9 in cluster D 0.033 mi. Relative: Higher Actual: 212 ft. < 1/8 CAMPBELL, CA 95150 WSW 580 E MCGLINCEY LN N/A D17 HIST USTWEST VALLEY CONSTRUCTION CO. I U001603187 Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 07S1W35K04fCase Number: Case ClosedFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: 172 ft. Site 5 of 9 in cluster D 0.033 mi.HIST CORTESE Relative: Higher Actual: 212 ft. < 1/8 CUPA ListingsCAMPBELL, CA 95008 WSW HIST LUST580 MCGLINCY N/A D18 LUSTWEST VALLEY CONSTRUCTION S105023041 TC5308891.2s Page 33 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 43-2231Reg Id: LTNKAReg By: 43Facility County Code: CORTESERegion: HIST CORTESE: FA0200443Facility ID: PR0365021Record ID: -121.940205Longitude: 37.277927Latitude: CONDITIONALLY EXEMPT (CE)Program Description: 2263PE#: SANTA CLARARegion: FA0200443Facility ID: PR0313788Record ID: -121.940205Longitude: 37.277927Latitude: GENERATES 100 KG YR TO <5 TONS/YRProgram Description: 2205PE#: SANTA CLARARegion: CUPA SANTA CLARA: 1999-12-01 00:00:00Closed Date: 1998-08-03 00:00:00Date Listed: SCVWDOversite Agency: 07S1W35K04SCVWD ID: 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: Not reportedPollution Characterization Began: 4/23/1998Preliminary Site Assesment Began: WEST VALLEY CONSTRUCTION (Continued) S105023041 -121.938259Longitude: 37.279014Latitude: CAMPBELL,CUPERTINO,LOS GATOS,MORGAN HILLPermitting Agency: 14Facility ID: UST: 172 ft. Site 6 of 9 in cluster D 0.033 mi. Relative: Higher Actual: 212 ft. < 1/8 CAMPBELL, CA 95008 WSW 580 E MC GLINCEY LN N/A D19 USTWEST VALLEY CONSTRUCTION U003347379 TC5308891.2s Page 34 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Garment Pressing And Cleaners’ Agents2008 RAINBOW LAUNDRY & DRY CLE Garment Pressing And Cleaners’ Agents2007 RAINBOW LAUNDRY & DRY CLE Garment Pressing And Cleaners’ Agents2006 RAINBOW LAUNDRY & DRY CLE Garment Pressing And Cleaners’ Agents2005 RAINBOW LAUNDRY & DRY CLE Garment Pressing And Cleaners’ Agents2004 RAINBOW LAUNDRY & DRY CLE Garment Pressing And Cleaners’ Agents2003 RAINBOW LAUNDRY & DRY CLE Garment Pressing And Cleaners’ Agents2002 RAINBOW LAUNDRY & DRY CLE Power Laundries, Family And Commercial1993 RAINBOW LAUNDRY AND DRY CLRS Power Laundries, Family And Commercial1992 RAINBOW LAUNDRY AND DRY CLRS Power Laundries, Family And Commercial1991 RAINBOW LAUNDRY AND DRY CLRS Type:Year: Name: EDR Hist Cleaner 215 ft. 0.041 mi. Relative: Higher Actual: 208 ft. < 1/8 CAMPBELL, CA 95008 ESE 657 REGAS DR N/A 20 EDR Hist CleanerRAINBOW LAUNDRY & DRY CLE 1018789453 FA0269655Facility ID: PR0401367Record ID: -121.940115Longitude: 37.278112Latitude: GENERATES < 100 KG/YRProgram Description: 2202PE#: SANTA CLARARegion: CUPA SANTA CLARA: 253 ft. Site 7 of 9 in cluster D 0.048 mi. Relative: Higher Actual: 212 ft. < 1/8 CAMPBELL, CA 95008 West 599 E MCGLINCY LN A N/A D21 CUPA ListingsCAMBRIAN GO KARTS S112345515 FA0200448Facility ID: PR0314171Record ID: -121.940202Longitude: 37.278215Latitude: GENERATES < 100 KG/YRProgram Description: 2202PE#: SANTA CLARARegion: CUPA SANTA CLARA: 253 ft. Site 8 of 9 in cluster D 0.048 mi. Relative: Higher Actual: 212 ft. < 1/8 CAMPBELL, CA 95008 West 599 E MCGLINCY LN A N/A D22 CUPA ListingsTWIN GLASS TECHNOLOGY S121468396 TC5308891.2s Page 35 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation FA0258572Facility ID: PR0378691Record ID: -121.940202Longitude: 37.278215Latitude: GENERATES < 100 KG/YRProgram Description: 2202PE#: SANTA CLARARegion: CUPA SANTA CLARA: 253 ft. Site 9 of 9 in cluster D 0.048 mi. Relative: Higher Actual: 212 ft. < 1/8 CAMPBELL, CA 95008 West 599 MCGLINCY LN B N/A D23 CUPA ListingsAOPTIX TECHNOLOGIES INC S121473345 Not reportedOwner/operator email: 415-555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator extension: Not reportedOwner/operator fax: Not reportedOwner/operator email: 415-555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: CAL COAST WEATHERIZING INCOwner/operator name: Owner/Operator Summary: Handler: Non-Generators do not presently generate hazardous wasteDescription: Non-GeneratorClassification: 09EPA Region: Not reportedContact email: 408-371-1705Contact telephone: USContact country: CAMPBELL, CA 95008 529A FORMAN DRContact address: ENVIRONMENTAL MANAGERContact: CAMPBELL, CA 95008 FORMAN DRMailing address: CAD980880827EPA ID: CAMPBELL, CA 95008 529A FORMAN DRFacility address: CAL COAST WEATHERIZING INCFacility name: 11/29/1983Date form received by agency: RCRA NonGen / NLR: 316 ft. Site 3 of 3 in cluster C 0.060 mi. Relative: Higher Actual: 209 ft. < 1/8 CAMPBELL, CA 95008 NNW 529A FORMAN DR CAD980880827 C24 RCRA NonGen / NLRCAL COAST WEATHERIZING INC 1000108098 TC5308891.2s Page 36 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No violations foundViolation Status: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: YesTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator extension: Not reportedOwner/operator fax: CAL COAST WEATHERIZING INC (Continued) 1000108098 FA0200435Facility ID: PR0317752Record ID: -121.939717Longitude: 37.279014Latitude: GENERATES 100 KG YR TO <5 TONS/YRProgram Description: 2205PE#: SANTA CLARARegion: CUPA SANTA CLARA: 357 ft. Site 1 of 2 in cluster E 0.068 mi. Relative: Higher Actual: 211 ft. < 1/8 CAMPBELL, CA 95008 WNW 545 WESTCHESTER DR N/A E25 CUPA ListingsCAMPBELL GRAPHICS INC S121468392 781 MCGLINCEY LANE # BContact address: ENVIRONMENTAL MANAGERContact: CAMPBELL, CA 95008 MCGLINCEY LANE # BMailing address: CAD982328783EPA ID: CAMPBELL, CA 95008 781 MCGLINCEY LANE # BFacility address: GRAND TURISMO COACH WORKSFacility name: 12/22/1987Date form received by agency: RCRA NonGen / NLR: 364 ft. Site 1 of 4 in cluster F 0.069 mi. Relative: Higher Actual: 208 ft. < 1/8 ECHOCAMPBELL, CA 95008 NE FINDS781 MCGLINCEY LANE # B CAD982328783 F26 RCRA NonGen / NLRGRAND TURISMO COACH WORKS 1000310023 TC5308891.2s Page 37 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 110002795271Registry ID: FINDS: No violations foundViolation Status: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator extension: Not reportedOwner/operator fax: Not reportedOwner/operator email: 415-555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator extension: Not reportedOwner/operator fax: Not reportedOwner/operator email: 415-555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: MARK GARRETTOwner/operator name: Owner/Operator Summary: Handler: Non-Generators do not presently generate hazardous wasteDescription: Non-GeneratorClassification: 09EPA Region: Not reportedContact email: 408-377-5912Contact telephone: USContact country: CAMPBELL, CA 95008 GRAND TURISMO COACH WORKS (Continued) 1000310023 TC5308891.2s Page 38 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed-facility-report?fid=110002795271DFR URL: 110002795271Registry ID: 1000310023Envid: ECHO: additional FINDS: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System GRAND TURISMO COACH WORKS (Continued) 1000310023 Not reportedEmail: SAN JOSECity: 1555 Berger Drive, Suite 300Address: SANTA CLARA COUNTY LOPOrganization Name: UST CASE WORKERContact Name: Local Agency CaseworkerContact Type: T0608500415Global Id: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608500415Global Id: LUST: Not reportedSite History: DieselPotential Contaminants of Concern: SoilPotential Media Affect: Not reportedLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: SANTA CLARA COUNTY LOPLocal Agency: Not reportedRB Case Number: USTCase Worker: 11/29/1995Status Date: Completed - Case ClosedStatus: -121.938762Longitude: 37.279258Latitude: T0608500415Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608500415Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: 442 ft.HIST CORTESESite 2 of 2 in cluster E 0.084 mi.CA FID UST Relative: Higher Actual: 209 ft. < 1/8 SWEEPS USTCAMPBELL, CA 95008 NW HIST LUST520 W CHESTER DR N/A E27 LUSTPACIFIC SURFACING 1000250660 TC5308891.2s Page 39 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 07S1W35K01SCVWD ID: 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: 07S1W35K01FEDR Link ID: 11/29/1995Date Closed: 07S1W35K01FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: Not reportedPollution Characterization Began: Not reportedPreliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 07S1W35K01fCase Number: Case ClosedFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: 11/29/1995Status Date: Completed - Case ClosedStatus: T0608500415Global Id: 01/01/1991Status Date: Open - Case Begin DateStatus: T0608500415Global Id: LUST: Other Report / DocumentAction: 12/15/1992Date: RESPONSEAction Type: T0608500415Global Id: Leak ReportedAction: 01/01/1991Date: OtherAction Type: T0608500415Global Id: Closure/No Further Action LetterAction: 11/29/1995Date: ENFORCEMENTAction Type: T0608500415Global Id: LUST: 4089183400Phone Number: PACIFIC SURFACING (Continued)1000250660 TC5308891.2s Page 40 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedStatus: Not reportedNumber Of Tanks: LEADEDContent: PRODUCTSTG: M.V. FUELTank Use: Not reportedActive Date: 4000Capacity: Not reportedTank Status: 43-008-051083-000003SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: Not reportedBoard Of Equalization: Not reportedNumber: 51083Comp Number: Not reportedStatus: Not reportedNumber Of Tanks: REG UNLEADEDContent: PRODUCTSTG: M.V. FUELTank Use: Not reportedActive Date: 2000Capacity: Not reportedTank Status: 43-008-051083-000002SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: Not reportedBoard Of Equalization: Not reportedNumber: 51083Comp Number: Not reportedStatus: 4Number Of Tanks: WASTE OILContent: WASTESTG: OILTank Use: Not reportedActive Date: 500Capacity: Not reportedTank Status: 43-008-051083-000001SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: Not reportedBoard Of Equalization: Not reportedNumber: 51083Comp Number: Not reportedStatus: SWEEPS UST: 1995-11-29 00:00:00Closed Date: 1992-11-12 00:00:00Date Listed: SCVWDOversite Agency: PACIFIC SURFACING (Continued)1000250660 TC5308891.2s Page 41 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 43-0360Reg Id: LTNKAReg By: 43Facility County Code: CORTESERegion: HIST CORTESE: ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: CAMPBELL 95008Mailing City,St,Zip: Not reportedMailing Address 2: 520 WESTCHESTER DRMailing Address: Not reportedMail To: 4083773238Facility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 43004871Facility ID: CA FID UST: Not reportedNumber Of Tanks: DIESELContent: PRODUCTSTG: M.V. FUELTank Use: Not reportedActive Date: 4000Capacity: Not reportedTank Status: 43-008-051083-000004SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: Not reportedBoard Of Equalization: Not reportedNumber: 51083Comp Number: PACIFIC SURFACING (Continued)1000250660 FA0284765Facility ID: PR0427011Record ID: -121.936727Longitude: 37.2795459Latitude: GENERATES 100 KG YR TO <5 TONS/YRProgram Description: 2205PE#: SANTA CLARARegion: CUPA SANTA CLARA: 482 ft. Site 2 of 4 in cluster F 0.091 mi. Relative: Higher Actual: 208 ft. < 1/8 CAMPBELL, CA 95008 ENE 805 E MCGLINCEY LN N/A F28 CUPA ListingsIQ AUTOWORKS S120984132 TC5308891.2s Page 42 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Automotive Transmission Repair Shops2008 SOUTH VALLEY TRANSMISSIONS Automotive Transmission Repair Shops2007 SOUTH VALLEY TRANSMISSIONS Automotive Transmission Repair Shops2006 SOUTH VALLEY TRANSMISSIONS Automotive Transmission Repair Shops2005 SOUTH VALLEY TRANSMISSIONS Automotive Transmission Repair Shops2004 SOUTH VALLEY TRANSMISSIONS Type:Year: Name: EDR Hist Auto 495 ft. Site 3 of 4 in cluster F 0.094 mi. Relative: Lower Actual: 205 ft. < 1/8 CAMPBELL, CA 95008 East 597 UNION AVE N/A F29 EDR Hist AutoSOUTH VALLEY TRANSMISSIONS 1021208047 FA0256209Facility ID: PR0374130Record ID: -121.941064Longitude: 37.277767Latitude: GENERATES 100 KG YR TO <5 TONS/YRProgram Description: 2205PE#: SANTA CLARARegion: CUPA SANTA CLARA: 537 ft. Site 1 of 13 in cluster G 0.102 mi. Relative: Higher Actual: 214 ft. < 1/8 CAMPBELL, CA 95008 WSW 555 E MCGLINCY LN C N/A G30 CUPA ListingsTHE PERFECT FINISH INC S121472841 0Carbon Monoxide Emissions Tons/Yr: 1.487633Reactive Organic Gases Tons/Yr: 1.526Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 2434SIC Code: BAAir District Name: 19607Facility ID: SFAir Basin: 43County Code: 2008Year: EMI: FA0263477Facility ID: PR0388075Record ID: -121.941064Longitude: 37.277767Latitude: GENERATES 100 KG YR TO <5 TONS/YRProgram Description: 2205PE#: SANTA CLARARegion: CUPA SANTA CLARA: 537 ft. Site 2 of 13 in cluster G 0.102 mi. Relative: Higher Actual: 214 ft. < 1/8 CAMPBELL, CA 95008 WSW EMI555 E MCGLINCY LN, #C N/A G31 CUPA ListingsALL PERFECT FINISH S110501435 TC5308891.2s Page 43 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 2012Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.22014Reactive Organic Gases Tons/Yr: 0.264Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 2434SIC Code: BAAir District Name: 19607Facility ID: SFAir Basin: 43County Code: 2011Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.579843Reactive Organic Gases Tons/Yr: 0.59899999999999998Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 2434SIC Code: BAAir District Name: 19607Facility ID: SFAir Basin: 43County Code: 2010Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 1.487633Reactive Organic Gases Tons/Yr: 1.526Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 2434SIC Code: BAAir District Name: 19607Facility ID: SFAir Basin: 43County Code: 2009Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: ALL PERFECT FINISH (Continued)S110501435 TC5308891.2s Page 44 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation BAY AREA AQMDAir District Name: 2434SIC Code: BAAir District Name: 19607Facility ID: SFAir Basin: 43County Code: 2015Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 0.264318955Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 2434SIC Code: BAAir District Name: 19607Facility ID: SFAir Basin: 43County Code: 2014Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.22014Reactive Organic Gases Tons/Yr: 0.264Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 2434SIC Code: BAAir District Name: 19607Facility ID: SFAir Basin: 43County Code: 2013Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.22014Reactive Organic Gases Tons/Yr: 0.264Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 2434SIC Code: BAAir District Name: 19607Facility ID: SFAir Basin: 43County Code: ALL PERFECT FINISH (Continued)S110501435 TC5308891.2s Page 45 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.21690546412Reactive Organic Gases Tons/Yr: 0.26431898Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: ALL PERFECT FINISH (Continued)S110501435 FA0230362Facility ID: PR0330373Record ID: -121.941221Longitude: 37.277368Latitude: GENERATES 100 KG YR TO <5 TONS/YRProgram Description: 2205PE#: SANTA CLARARegion: CUPA SANTA CLARA: 541 ft. Site 3 of 13 in cluster G 0.102 mi. Relative: Higher Actual: 214 ft. < 1/8 CAMPBELL, CA 95008 WSW 520 E MCGLINCY LN #11 N/A G32 CUPA ListingsFINISHING TOUCH PAINT & DEC S121471232 FA0200431Facility ID: PR0315574Record ID: -121.941221Longitude: 37.277368Latitude: GENERATES 100 KG YR TO <5 TONS/YRProgram Description: 2205PE#: SANTA CLARARegion: CUPA SANTA CLARA: 541 ft. Site 4 of 13 in cluster G 0.102 mi. Relative: Higher Actual: 214 ft. < 1/8 CAMPBELL, CA 95008 WSW 520 MCGLINCY LN 17 N/A G33 CUPA ListingsWOODWORKS THE S121468390 FA0262000Facility ID: PR0392298Record ID: -121.941221Longitude: 37.277368Latitude: GENERATES < 100 KG/YRProgram Description: 2202PE#: SANTA CLARARegion: CUPA SANTA CLARA: 541 ft. Site 5 of 13 in cluster G 0.102 mi. Relative: Higher Actual: 214 ft. < 1/8 CAMPBELL, CA 95008 WSW EMI520 E MCGLINCY LN, #14 N/A G34 CUPA ListingsTHE ULTIMATE KITCHEN FINISH IN S110503677 TC5308891.2s Page 46 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation BAAir District Name: 19055Facility ID: SFAir Basin: 43County Code: 2011Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.67081259999999998Reactive Organic Gases Tons/Yr: 0.85899999999999999Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 2434SIC Code: BAAir District Name: 19055Facility ID: SFAir Basin: 43County Code: 2010Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.67081259999999998Reactive Organic Gases Tons/Yr: 0.85899999999999999Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 2434SIC Code: BAAir District Name: 19055Facility ID: SFAir Basin: 43County Code: 2009Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: .6708126Reactive Organic Gases Tons/Yr: .859Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 2434SIC Code: BAAir District Name: 19055Facility ID: SFAir Basin: 43County Code: 2008Year: EMI: THE ULTIMATE KITCHEN FINISH IN (Continued)S110503677 TC5308891.2s Page 47 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Reactive Organic Gases Tons/Yr: 1.333336884Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 2434SIC Code: BAAir District Name: 19055Facility ID: SFAir Basin: 43County Code: 2014Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.9810218Reactive Organic Gases Tons/Yr: 1.346Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 2434SIC Code: BAAir District Name: 19055Facility ID: SFAir Basin: 43County Code: 2013Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.9810218Reactive Organic Gases Tons/Yr: 1.346Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 2434SIC Code: BAAir District Name: 19055Facility ID: SFAir Basin: 43County Code: 2012Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.9810218Reactive Organic Gases Tons/Yr: 1.346Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 2434SIC Code: THE ULTIMATE KITCHEN FINISH IN (Continued)S110503677 TC5308891.2s Page 48 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 1.0049720249Reactive Organic Gases Tons/Yr: 1.3333369Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 2434SIC Code: BAAir District Name: 19055Facility ID: SFAir Basin: 43County Code: 2015Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: THE ULTIMATE KITCHEN FINISH IN (Continued) S110503677 Not reportedOwner/operator fax: Not reportedOwner/operator email: 408-292-1166Owner/operator telephone: Not reportedOwner/operator country: SAN JOSE, CA 95113 160 W SANTA CLARA ST NO 990Owner/operator address: DANA INDUSTRIALOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: 408-879-7507Contact telephone: USContact country: CAMPBELL, CA 95008 520 E MC GLINCEY LANE NO 17Contact address: MICHELE DALTONContact: CAR000063925EPA ID: CAMPBELL, CA 95008 520 E MC GLINCEY LANE NO 17Facility address: WOODWORKS RESTORATIONFacility name: 01/06/2000Date form received by agency: RCRA-SQG: 541 ft. Site 6 of 13 in cluster G 0.102 mi.HAZNET Relative: Higher Actual: 214 ft. < 1/8 ECHOCAMPBELL, CA 95008 WSW FINDS520 E MC GLINCEY LANE NO 17 CAR000063925 G35 RCRA-SQGWOODWORKS RESTORATION 1001959774 TC5308891.2s Page 49 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110002931793Registry ID: FINDS: No violations foundViolation Status: THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF 2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE, THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name: F005. Waste code: MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name: F003. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator extension: WOODWORKS RESTORATION (Continued) 1001959774 TC5308891.2s Page 50 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Santa ClaraFacility County: Not reportedMethod Decode: Not reportedCat Decode: 0.23Tons: RecyclerDisposal Method: Oxygenated solvents (acetone, butanol, ethyl acetate, etc.)Waste Category: Not reportedTSD County: CAD008252405TSD EPA ID: Not reportedGen County: CAMPBELL, CA 950080000Mailing City,St,Zip: 520 E MC GLINCEY LANE NO 17Mailing Address: Not reportedMailing Name: 4088797507Telephone: DANA INDUSTRIALContact: CAR000063925GEPAID: 2000Year: 1001959774envid: HAZNET: http://echo.epa.gov/detailed-facility-report?fid=110002931793DFR URL: 110002931793Registry ID: 1001959774Envid: ECHO: additional FINDS: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA WOODWORKS RESTORATION (Continued) 1001959774 FA0200432Facility ID: PR0315539Record ID: -121.941221Longitude: 37.277368Latitude: GENERATES WASTE OIL ONLYProgram Description: 2201PE#: SANTA CLARARegion: CUPA SANTA CLARA: 541 ft. Site 7 of 13 in cluster G 0.102 mi. Relative: Higher Actual: 214 ft. < 1/8 CAMPBELL, CA 95008 WSW 520 MCGLINCY LN 3 N/A G36 CUPA ListingsLINDEMANN ENGINEERING S121468391 TC5308891.2s Page 51 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation FA0200502Facility ID: PR0315566Record ID: -121.936159Longitude: 37.279187Latitude: GENERATES 100 KG YR TO <5 TONS/YRProgram Description: 2205PE#: SANTA CLARARegion: CUPA SANTA CLARA: 602 ft. Site 4 of 4 in cluster F 0.114 mi. Relative: Higher Actual: 208 ft. < 1/8 CAMPBELL, CA 95008 ENE 879 MCGLINCY LN N/A F37 CUPA ListingsNEXTPRESS S121468402 FA0258194Facility ID: PR0377978Record ID: -121.941431Longitude: 37.277261Latitude: GENERATES 100 KG YR TO <5 TONS/YRProgram Description: 2205PE#: SANTA CLARARegion: CUPA SANTA CLARA: 671 ft. Site 8 of 13 in cluster G 0.127 mi. Relative: Higher Actual: 215 ft. 1/8-1/4 CAMPBELL, CA 95008 WSW 500 E MCGLINCY LN N/A G38 CUPA ListingsTIM CAMPBELL DESIGN S112346997 FA0200419Facility ID: PR0313024Record ID: -121.941431Longitude: 37.277261Latitude: GENERATES 100 KG YR TO <5 TONS/YRProgram Description: 2205PE#: SANTA CLARARegion: CUPA SANTA CLARA: 671 ft. Site 9 of 13 in cluster G 0.127 mi. Relative: Higher Actual: 215 ft. 1/8-1/4 CAMPBELL, CA 95008 WSW 500 E MCGLINCY LN N/A G39 CUPA ListingsBIX FURNITURE SERVICE CO S121468386 -121.941431Longitude: 37.277261Latitude: GENERATES < 100 KG/YRProgram Description: 2202PE#: SANTA CLARARegion: CUPA SANTA CLARA: 671 ft. Site 10 of 13 in cluster G 0.127 mi. Relative: Higher Actual: 215 ft. 1/8-1/4 CAMPBELL, CA 95008 WSW 500 E MCGLINCY LN I N/A G40 CUPA ListingsWORKSHOP S112347169 TC5308891.2s Page 52 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation FA0200420Facility ID: PR0315553Record ID: WORKSHOP (Continued)S112347169 T0608502050Global Id: Other Report / DocumentAction: 11/14/1994Date: RESPONSEAction Type: T0608502050Global Id: Other Report / DocumentAction: 11/14/1994Date: RESPONSEAction Type: T0608502050Global Id: LUST: 4089183400Phone Number: Not reportedEmail: SAN JOSECity: 1555 Berger Drive, Suite 300Address: SANTA CLARA COUNTY LOPOrganization Name: UST CASE WORKERContact Name: Local Agency CaseworkerContact Type: T0608502050Global Id: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608502050Global Id: LUST: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: SANTA CLARA COUNTY LOPLocal Agency: Not reportedRB Case Number: USTCase Worker: 04/20/1995Status Date: Completed - Case ClosedStatus: -121.941245003041Longitude: 37.2768897370987Latitude: T0608502050Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608502050Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: 758 ft. Site 11 of 13 in cluster G 0.144 mi. Relative: Higher Actual: 216 ft. 1/8-1/4 SWEEPS USTCAMPBELL, CA 95008 WSW HIST LUST480 MCGLINCEY LN N/A G41 LUSTARTHUR CONCRETE ASSOCIATES S103472893 TC5308891.2s Page 53 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1995-04-20 00:00:00Closed Date: 1994-11-14 00:00:00Date Listed: SCVWDOversite Agency: 07S1W35P02SCVWD ID: 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: 07S1W35P02FEDR Link ID: 04/20/1995Date Closed: 07S1W35P02FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: Not reportedPollution Characterization Began: Not reportedPreliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 07S1W35P02fCase Number: Case ClosedFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: 04/20/1995Status Date: Completed - Case ClosedStatus: T0608502050Global Id: 01/01/1993Status Date: Open - Case Begin DateStatus: T0608502050Global Id: LUST: Leak ReportedAction: 01/01/1993Date: OtherAction Type: T0608502050Global Id: Closure/No Further Action LetterAction: 04/20/1995Date: ENFORCEMENTAction Type: T0608502050Global Id: Other Report / DocumentAction: 11/14/1994Date: RESPONSEAction Type: ARTHUR CONCRETE ASSOCIATES (Continued) S103472893 TC5308891.2s Page 54 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedNumber Of Tanks: DIESELContent: PRODUCTSTG: M.V. FUELTank Use: Not reportedActive Date: 500Capacity: Not reportedTank Status: 43-008-002424-000003SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: Not reportedBoard Of Equalization: Not reportedNumber: 2424Comp Number: Not reportedStatus: Not reportedNumber Of Tanks: HEATING OILContent: PRODUCTSTG: OILTank Use: Not reportedActive Date: 500Capacity: Not reportedTank Status: 43-008-002424-000002SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: Not reportedBoard Of Equalization: Not reportedNumber: 2424Comp Number: Not reportedStatus: 3Number Of Tanks: REG UNLEADEDContent: PRODUCTSTG: M.V. FUELTank Use: Not reportedActive Date: 5000Capacity: Not reportedTank Status: 43-008-002424-000001SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: Not reportedBoard Of Equalization: Not reportedNumber: 2424Comp Number: Not reportedStatus: SWEEPS UST: ARTHUR CONCRETE ASSOCIATES (Continued) S103472893 TC5308891.2s Page 55 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Santa ClaraFacility County: Not reportedMethod Decode: Not reportedCat Decode: 5.57392Tons: Include On-Site Treatment And/Or Stabilization) Landfill Or Surface Impoundment That Will Be Closed As Landfill( ToDisposal Method: Polychlorinated biphenyls and material containing PCBsWaste Category: Not reportedTSD County: NVT330010000TSD EPA ID: Not reportedGen County: CAMPBELL, CA 950084905Mailing City,St,Zip: 480 E MCGLINCY LNMailing Address: Not reportedMailing Name: 4083718801Telephone: MARK MOLTONContact: CAC002658767GEPAID: 2011Year: S112982041envid: HAZNET: Click here to access the California GeoTracker records for this facility: from the property; 20 cubic yards of contaminated soil was excavated. In April 1995 and above ground storage tank and a sump were removedSite History: Hydraulic / Lubricating Gasoline, Total Petroleum Hydrocarbons (TPH), Waste Oil / Motor /Potential Contaminants of Concern: Other Groundwater (uses other than drinking water), SoilPotential Media Affected: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: 2188.14RB Case Number: Not reportedLocal Agency: UUUCase Worker: Cleanup Program SiteCase Type: -121.94137Longitude: 37.27679Latitude: Not reportedLead Agency Case Number: SAN FRANCISCO BAY RWQCB (REGION 2)Lead Agency: T10000007673Global Id: 06/13/2016Status Date: Completed - Case ClosedFacility Status: STATERegion: CPS-SLIC: 758 ft. Site 12 of 13 in cluster G 0.144 mi. Relative: Higher Actual: 216 ft. 1/8-1/4 CAMPBELL, CA 95008 WSW HAZNET480 E MCGLINCY LN N/A G42 CPS-SLICORCHARD CITY FLOOR COVERING INC S112982041 37.277429Latitude: GENERATES 100 KG YR TO <5 TONS/YRProgram Description: 2205PE#: SANTA CLARARegion: CUPA SANTA CLARA: 815 ft. Site 13 of 13 in cluster G 0.154 mi. Relative: Higher Actual: 216 ft. 1/8-1/4 CAMPBELL, CA 95008 WSW 491 E MCGLINCY LN 2 N/A G43 CUPA ListingsMORSPEED S121468384 TC5308891.2s Page 56 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation FA0200414Facility ID: PR0317154Record ID: -121.94173Longitude: MORSPEED (Continued)S121468384 FA0200402Facility ID: PR0313785Record ID: -121.94177Longitude: 37.276988Latitude: GENERATES < 100 KG/YRProgram Description: 2202PE#: SANTA CLARARegion: CUPA SANTA CLARA: 860 ft. Site 1 of 5 in cluster H 0.163 mi. Relative: Higher Actual: 217 ft. 1/8-1/4 CAMPBELL, CA 95008 WSW 456 E MCGLINCY LN N/A H44 CUPA ListingsRK MACHINING-SHEETMETAL INC S121468382 FA0200438Facility ID: PR0313786Record ID: -121.940702Longitude: 37.279367Latitude: GENERATES WASTE OIL ONLYProgram Description: 2201PE#: SANTA CLARARegion: CUPA SANTA CLARA: 878 ft. 0.166 mi. Relative: Higher Actual: 212 ft. 1/8-1/4 CAMPBELL, CA 95008 WNW 563 CAMPBELL TECHNOLOGY PY N/A 45 CUPA ListingsPETERSEN CONSTRUCTION CO S121468393 FA0200384Facility ID: PR0317162Record ID: -121.942043Longitude: 37.277146Latitude: GENERATES WASTE OIL ONLYProgram Description: 2201PE#: SANTA CLARARegion: CUPA SANTA CLARA: 943 ft. Site 2 of 5 in cluster H 0.179 mi. Relative: Higher Actual: 217 ft. 1/8-1/4 CAMPBELL, CA 95008 WSW 457 MCGLINCY LN N/A H46 CUPA ListingsWEST COAST AUTOMOTIVE S121468379 TC5308891.2s Page 57 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation FA0200394Facility ID: PR0317158Record ID: -121.942044Longitude: 37.276706Latitude: GENERATES WASTE OIL ONLYProgram Description: 2201PE#: SANTA CLARARegion: CUPA SANTA CLARA: 1009 ft. Site 3 of 5 in cluster H 0.191 mi. Relative: Higher Actual: 218 ft. 1/8-1/4 CAMPBELL, CA 95008 WSW 420 MCGLINCY LN N/A H47 CUPA ListingsCUSHMAN CONSTRUCTION COMPANY S121468380 T0608501722Global Id: LUST: 4089183400Phone Number: Not reportedEmail: SAN JOSECity: 1555 Berger Drive, Suite 300Address: SANTA CLARA COUNTY LOPOrganization Name: UST CASE WORKERContact Name: Local Agency CaseworkerContact Type: T0608501722Global Id: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608501722Global Id: LUST: Not reportedSite History: GasolinePotential Contaminants of Concern: Aquifer used for drinking water supplyPotential Media Affect: Not reportedLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: SANTA CLARA COUNTY LOPLocal Agency: Not reportedRB Case Number: USTCase Worker: 11/12/1999Status Date: Completed - Case ClosedStatus: -121.940261Longitude: 37.277089Latitude: T0608501722Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608501722Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: 1009 ft. Site 4 of 5 in cluster H 0.191 mi. Relative: Higher Actual: 218 ft. 1/8-1/4 HIST CORTESECAMPBELL, CA 95008 WSW HIST LUST420 MCGLINCEY LN N/A H48 LUSTCUSHMAN CONSTRUCTION S103472892 TC5308891.2s Page 58 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: 7/22/1992Pollution Characterization Began: 7/22/1992Preliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 07S1W35P01fCase Number: Case ClosedFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: 11/12/1999Status Date: Completed - Case ClosedStatus: T0608501722Global Id: 07/22/1992Status Date: Open - Site AssessmentStatus: T0608501722Global Id: 11/20/1990Status Date: Open - Case Begin DateStatus: T0608501722Global Id: LUST: ExcavationAction: 12/04/1990Date: REMEDIATIONAction Type: T0608501722Global Id: Other Report / DocumentAction: 01/21/1999Date: RESPONSEAction Type: T0608501722Global Id: Leak ReportedAction: 11/20/1990Date: OtherAction Type: T0608501722Global Id: Closure/No Further Action LetterAction: 11/12/1999Date: ENFORCEMENTAction Type: T0608501722Global Id: Notice of Violation - #39459Action: 02/05/1993Date: ENFORCEMENTAction Type: CUSHMAN CONSTRUCTION (Continued) S103472892 TC5308891.2s Page 59 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 43-1793Reg Id: LTNKAReg By: 43Facility County Code: CORTESERegion: HIST CORTESE: 1999-11-12 00:00:00Closed Date: 1992-07-09 00:00:00Date Listed: SCVWDOversite Agency: 07S1W35P01SCVWD ID: 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: 07S1W35P01FEDR Link ID: 11/12/1999Date Closed: 07S1W35P01FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: CUSHMAN CONSTRUCTION (Continued) S103472892 FA0258171Facility ID: PR0377926Record ID: -121.942331Longitude: 37.276851Latitude: GENERATES 100 KG YR TO <5 TONS/YRProgram Description: 2205PE#: SANTA CLARARegion: CUPA SANTA CLARA: 1100 ft. Site 5 of 5 in cluster H 0.208 mi. Relative: Higher Actual: 218 ft. 1/8-1/4 CAMPBELL, CA 95008 WSW 419 MCGLINCY LN N/A H49 CUPA ListingsDJ’S PERFORMANCE S112345691 Not reportedLocal Case Number: Stored on MicroficheFile Location: SANTA CLARA COUNTY LOPLocal Agency: Not reportedRB Case Number: USTCase Worker: 09/12/1991Status Date: Completed - Case ClosedStatus: -121.934401988983Longitude: 37.2790214407412Latitude: T0608501378Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608501378Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: 1115 ft. Site 1 of 3 in cluster I 0.211 mi. Relative: Lower Actual: 203 ft. 1/8-1/4 CAMPBELL, CA 95008 East HIST LUSTPRIVATE RESIDENCE N/A I50 LUSTPRIVATE RESIDENCE S105032970 TC5308891.2s Page 60 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 09/12/1991Status Date: Completed - Case ClosedStatus: T0608501378Global Id: 10/26/1990Status Date: Open - Site AssessmentStatus: T0608501378Global Id: 10/26/1990Status Date: Open - Case Begin DateStatus: T0608501378Global Id: LUST: Closure/No Further Action LetterAction: 09/12/1999Date: ENFORCEMENTAction Type: T0608501378Global Id: Leak ReportedAction: 12/20/1990Date: OtherAction Type: T0608501378Global Id: Other Report / DocumentAction: 10/12/1990Date: RESPONSEAction Type: T0608501378Global Id: Notice of Responsibility - #39454Action: 08/20/1991Date: ENFORCEMENTAction Type: T0608501378Global Id: LUST: 4089183400Phone Number: Not reportedEmail: SAN JOSECity: 1555 Berger Drive, Suite 300Address: SANTA CLARA COUNTY LOPOrganization Name: UST CASE WORKERContact Name: Local Agency CaseworkerContact Type: T0608501378Global Id: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608501378Global Id: LUST: Not reportedSite History: DieselPotential Contaminants of Concern: SoilPotential Media Affect: PRIVATE RESIDENCE (Continued)S105032970 TC5308891.2s Page 61 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1991-09-12 00:00:00Closed Date: 1991-03-12 00:00:00Date Listed: SCVWDOversite Agency: 07S1W35J02SCVWD ID: 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: Not reportedPollution Characterization Began: 10/26/1990Preliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 07S1W35J02fCase Number: Case ClosedFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: PRIVATE RESIDENCE (Continued)S105032970 PRODUCTTank Used for: 00004000Tank Capacity: 1981Year Installed: 1Container Num: 001Tank Num: 0001Total Tanks: CAMPBELL, CA 95008Owner City,St,Zip: 260 DILLON AVE.Owner Address: STINSON CONSTRUCTION INCOwner Name: 4083707050Telephone: WILLIAM A. STINSONContact Name: CONSTRUCTION INCOther Type: OtherFacility Type: 00000006920Facility ID: STATERegion: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/00020943.pdfURL: 00020943File Number: HIST UST: 07S1W35J02FEDR Link ID: 09/12/1991Date Closed: 07S1W35J02FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: 1115 ft. Site 2 of 3 in cluster I 0.211 mi. Relative: Lower Actual: 203 ft. 1/8-1/4 HIST CORTESECAMPBELL, CA 95008 East HIST UST915 DRY CREEK RD N/A I51 LUSTSTINSON CONSTRUCTION INC U001600905 TC5308891.2s Page 62 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 43-1403Reg Id: LTNKAReg By: 43Facility County Code: CORTESERegion: HIST CORTESE: Click here for Geo Tracker PDF: Visual, Stock InventorLeak Detection: Not reportedContainer Construction Thickness: DIESELType of Fuel: STINSON CONSTRUCTION INC (Continued) U001600905 ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: CAMPBELL 95008Mailing City,St,Zip: Not reportedMailing Address 2: 260 DILLON AVEMailing Address: Not reportedMail To: 4083707050Facility Phone: Not reportedSIC Code: Not reportedCortese Code: 00006920Regulated ID: UTNKARegulated By: 43003488Facility ID: CA FID UST: 1Number Of Tanks: DIESELContent: PRODUCTSTG: M.V. FUELTank Use: Not reportedActive Date: 4000Capacity: Not reportedTank Status: 43-008-006920-000001SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: 44-026283Board Of Equalization: Not reportedNumber: 6920Comp Number: Not reportedStatus: SWEEPS UST: 1115 ft. Site 3 of 3 in cluster I 0.211 mi. Relative: Lower Actual: 203 ft. 1/8-1/4 CAMPBELL, CA 95008 East CA FID UST915 DRY CREEK RD N/A I52 SWEEPS USTSTINSON CONSTRUCTION INC S101629636 TC5308891.2s Page 63 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation FA0258818Facility ID: PR0379094Record ID: -121.94318Longitude: 37.279389Latitude: GENERATES 100 KG YR TO <5 TONS/YRProgram Description: 2205PE#: SANTA CLARARegion: CUPA SANTA CLARA: 1162 ft. 0.220 mi. Relative: Higher Actual: 213 ft. 1/8-1/4 CAMPBELL, CA 95008 WNW 695 CAMPBELL TECHNOLOGY PY N/A 53 CUPA ListingsAOPTIX TECHNOLOGIES INC S121473397 FA0200377Facility ID: PR0313784Record ID: -121.942395Longitude: 37.276345Latitude: GENERATES < 100 KG/YRProgram Description: 2202PE#: SANTA CLARARegion: CUPA SANTA CLARA: 1216 ft. Site 1 of 4 in cluster J 0.230 mi. Relative: Higher Actual: 219 ft. 1/8-1/4 CAMPBELL, CA 95008 SW 374 E MCGLINCY LN N/A J54 CUPA ListingsA’S PRINTING S121468378 SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608500697Global Id: LUST: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: SANTA CLARA COUNTY LOPLocal Agency: Not reportedRB Case Number: USTCase Worker: 10/10/1995Status Date: Completed - Case ClosedStatus: -121.943539704369Longitude: 37.2787970161685Latitude: T0608500697Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608500697Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: 1255 ft. Site 1 of 11 in cluster K 0.238 mi.HIST CORTESE Relative: Higher Actual: 213 ft. 1/8-1/4 SWEEPS USTCAMPBELL, CA 95008 West HIST LUST260 CRISTICH LN N/A K55 LUSTGRIFFITH’S PROPERTY S103881265 TC5308891.2s Page 64 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: Not reportedPollution Characterization Began: Not reportedPreliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 07S1W35L04fCase Number: Case ClosedFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: 10/10/1995Status Date: Completed - Case ClosedStatus: T0608500697Global Id: 01/01/1988Status Date: Open - Case Begin DateStatus: T0608500697Global Id: LUST: Closure/No Further Action LetterAction: 10/10/1995Date: ENFORCEMENTAction Type: T0608500697Global Id: Leak ReportedAction: 01/01/1988Date: OtherAction Type: T0608500697Global Id: Other Report / DocumentAction: 09/14/1994Date: RESPONSEAction Type: T0608500697Global Id: LUST: 4089183400Phone Number: Not reportedEmail: SAN JOSECity: 1555 Berger Drive, Suite 300Address: SANTA CLARA COUNTY LOPOrganization Name: UST CASE WORKERContact Name: Local Agency CaseworkerContact Type: T0608500697Global Id: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: GRIFFITH’S PROPERTY (Continued) S103881265 TC5308891.2s Page 65 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 43-0666Reg Id: LTNKAReg By: 43Facility County Code: CORTESERegion: HIST CORTESE: Not reportedNumber Of Tanks: REG UNLEADEDContent: PRODUCTSTG: M.V. FUELTank Use: Not reportedActive Date: 500Capacity: Not reportedTank Status: 43-008-007124-000002SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: 44-026285Board Of Equalization: Not reportedNumber: 7124Comp Number: Not reportedStatus: 2Number Of Tanks: LEADEDContent: PRODUCTSTG: M.V. FUELTank Use: Not reportedActive Date: 1000Capacity: Not reportedTank Status: 43-008-007124-000001SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: 44-026285Board Of Equalization: Not reportedNumber: 7124Comp Number: Not reportedStatus: SWEEPS UST: 1995-10-10 00:00:00Closed Date: 1989-01-01 00:00:00Date Listed: SCVWDOversite Agency: 07S1W35L04SCVWD ID: 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: 07S1W35L04FEDR Link ID: 10/10/1995Date Closed: 07S1W35L04FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: GRIFFITH’S PROPERTY (Continued) S103881265 TC5308891.2s Page 66 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: CAMPBELL 95008Mailing City,St,Zip: Not reportedMailing Address 2: 260 CRISTICH LNMailing Address: Not reportedMail To: 4083778610Facility Phone: Not reportedSIC Code: Not reportedCortese Code: 00007124Regulated ID: UTNKARegulated By: 43000806Facility ID: CA FID UST: 1255 ft. Site 2 of 11 in cluster K 0.238 mi. Relative: Higher Actual: 213 ft. 1/8-1/4 CAMPBELL, CA 95008 West 260 CRISTICH LN N/A K56 CA FID USTJAMES GRIFFITHS, INC.S101624851 2003Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 0Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 11861Facility ID: SFAir Basin: 43County Code: 2002Year: EMI: FA0256611Facility ID: PR0377989Record ID: -121.94407Longitude: 37.278103Latitude: GENERATES 100 KG YR TO <5 TONS/YRProgram Description: 2205PE#: SANTA CLARARegion: CUPA SANTA CLARA: 1255 ft. Site 3 of 11 in cluster K 0.238 mi. Relative: Higher Actual: 213 ft. 1/8-1/4 CAMPBELL, CA 95008 West EMI260 CRISTICH LN, # A1 N/A K57 CUPA ListingsCAMPBELL AUTO RESTORATION S103954683 TC5308891.2s Page 67 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 11861Facility ID: SFAir Basin: 43County Code: 2006Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: .064313Reactive Organic Gases Tons/Yr: .073Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 11861Facility ID: SFAir Basin: 43County Code: 2005Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.064313Reactive Organic Gases Tons/Yr: 0.073Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 11861Facility ID: SFAir Basin: 43County Code: 2004Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 0Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 11861Facility ID: SFAir Basin: 43County Code: CAMPBELL AUTO RESTORATION (Continued)S103954683 TC5308891.2s Page 68 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 7.8823199999999996E-2Reactive Organic Gases Tons/Yr: 0.107Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 11861Facility ID: SFAir Basin: 43County Code: 2009Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: .0788232Reactive Organic Gases Tons/Yr: .107Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 11861Facility ID: SFAir Basin: 43County Code: 2008Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: .064313Reactive Organic Gases Tons/Yr: .073Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 11861Facility ID: SFAir Basin: 43County Code: 2007Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: .064313Reactive Organic Gases Tons/Yr: .073Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: CAMPBELL AUTO RESTORATION (Continued)S103954683 TC5308891.2s Page 69 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 43County Code: 2013Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.0788232Reactive Organic Gases Tons/Yr: 0.107Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 11861Facility ID: SFAir Basin: 43County Code: 2012Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.0788232Reactive Organic Gases Tons/Yr: 0.107Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 11861Facility ID: SFAir Basin: 43County Code: 2011Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 7.8823199999999996E-2Reactive Organic Gases Tons/Yr: 0.107Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 11861Facility ID: SFAir Basin: 43County Code: 2010Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: CAMPBELL AUTO RESTORATION (Continued)S103954683 TC5308891.2s Page 70 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.05705043Reactive Organic Gases Tons/Yr: 0.05705044Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 11861Facility ID: SFAir Basin: 43County Code: 2015Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 0.057050432Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 11861Facility ID: SFAir Basin: 43County Code: 2014Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.0482862Reactive Organic Gases Tons/Yr: 0.057Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 11861Facility ID: SFAir Basin: CAMPBELL AUTO RESTORATION (Continued) S103954683 TC5308891.2s Page 71 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation VisualLeak Detection: Not reportedContainer Construction Thickness: UNLEADEDType of Fuel: PRODUCTTank Used for: 00000500Tank Capacity: 1959Year Installed: ONE (1)Container Num: 002Tank Num: VisualLeak Detection: Not reportedContainer Construction Thickness: REGULARType of Fuel: PRODUCTTank Used for: 00001000Tank Capacity: 1959Year Installed: TWO (2)Container Num: 001Tank Num: 0002Total Tanks: CAMPBELL, CA 95008Owner City,St,Zip: 260 CRISTICH LANEOwner Address: JAMES GRIFFITHS, INC.Owner Name: 4083778610Telephone: Not reportedContact Name: CONCRETE CONSTOther Type: OtherFacility Type: 00000007124Facility ID: STATERegion: Not reportedURL: Not reportedFile Number: HIST UST: 1255 ft. Site 4 of 11 in cluster K 0.238 mi. Relative: Higher Actual: 213 ft. 1/8-1/4 CAMPBELL, CA 95008 West 260 CRISTICH LN N/A K58 HIST USTJAMES GRIFFITHS, INC.U001600873 -121.94341Longitude: 37.27838Latitude: Santa Clara County Environmental HealthPermitting Agency: Not reportedFacility ID: -121.9422063Longitude: 37.2797053Latitude: CAMPBELL,CUPERTINO,LOS GATOS,MORGAN HILLPermitting Agency: 6Facility ID: UST: 1256 ft. Site 5 of 11 in cluster K 0.238 mi. Relative: Higher Actual: 213 ft. 1/8-1/4 CAMPBELL, CA 95008 West 240 CRISTICH LN N/A K59 USTWEST VALLEY CHARTER LINES INC. U003976834 TC5308891.2s Page 72 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Other Report / DocumentAction: 04/19/1999Date: RESPONSEAction Type: T0608517994Global Id: Leak ReportedAction: 03/16/1999Date: OtherAction Type: T0608517994Global Id: Closure/No Further Action LetterAction: 02/01/2000Date: ENFORCEMENTAction Type: T0608517994Global Id: LUST: 4089183400Phone Number: Not reportedEmail: SAN JOSECity: 1555 Berger Drive, Suite 300Address: SANTA CLARA COUNTY LOPOrganization Name: UST CASE WORKERContact Name: Local Agency CaseworkerContact Type: T0608517994Global Id: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608517994Global Id: LUST: Not reportedSite History: DieselPotential Contaminants of Concern: SoilPotential Media Affect: Not reportedLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: SANTA CLARA COUNTY LOPLocal Agency: Not reportedRB Case Number: USTCase Worker: 02/01/2000Status Date: Completed - Case ClosedStatus: -121.94337Longitude: 37.278374Latitude: T0608517994Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608517994Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: 1256 ft.NPDESSite 6 of 11 in cluster K 0.238 mi.HIST CORTESE Relative: Higher Actual: 213 ft. 1/8-1/4 CUPA ListingsCAMPBELL, CA 95008 West HIST UST240 CRISTICH LN N/A K60 LUSTWEST VALLEY CHARTER SHOP U001600917 TC5308891.2s Page 73 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 43Facility County Code: CORTESERegion: HIST CORTESE: FA0200277Facility ID: PR0313768Record ID: -121.944268Longitude: 37.27787Latitude: GENERATES 100 KG YR TO <5 TONS/YRProgram Description: 2205PE#: SANTA CLARARegion: CUPA SANTA CLARA: Stock Inventor, NoneLeak Detection: Not reportedContainer Construction Thickness: DIESELType of Fuel: PRODUCTTank Used for: 00010000Tank Capacity: 1968Year Installed: 1Container Num: 001Tank Num: 0001Total Tanks: CAMPBELL, CA 95008Owner City,St,Zip: 240 CRISTICH LANEOwner Address: WEST VALLEY CHARTER LINES, INCOwner Name: 4083711230Telephone: LOIS J. KOHLERContact Name: CHARTER BUS TERMINALOther Type: Not reportedFacility Type: 00000052628Facility ID: STATERegion: Not reportedURL: Not reportedFile Number: HIST UST: 07S1W35L05FEDR Link ID: 02/01/2000Date Closed: 07S1W35L05FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: 02/01/2000Status Date: Completed - Case ClosedStatus: T0608517994Global Id: 02/17/1999Status Date: Open - Site AssessmentStatus: T0608517994Global Id: 02/17/1999Status Date: Open - Case Begin DateStatus: T0608517994Global Id: LUST: WEST VALLEY CHARTER SHOP (Continued) U001600917 TC5308891.2s Page 74 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: Not reportedEMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: Not reportedDEVELOPER CONTACT NAME: Not reportedDEVELOPER ZIP: Not reportedDEVELOPER STATE: Not reportedDEVELOPER CITY: Not reportedDEVELOPER ADDRESS: Not reportedDEVELOPER NAME: Not reportedOPERATOR TYPE: Not reportedOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: Not reportedOPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: Not reportedOPERATOR CONTACT NAME: Not reportedOPERATOR ZIP: Not reportedOPERATOR STATE: Not reportedOPERATOR CITY: Not reportedOPERATOR ADDRESS: Not reportedOPERATOR NAME: Not reportedFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: Not reportedFACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Not reportedFACILITY CONTACT NAME: Not reportedPLACE SIZE UNIT: Not reportedPLACE SIZE: Not reportedSTATUS DATE: Not reportedSTATUS CODE NAME: Not reportedPROCESSED DATE: Not reportedRECEIVED DATE: 95009Discharge Zip: CaliforniaDischarge State: CampbellDischarge City: PO Box 1272Discharge Address: West Valley Charter LineDischarge Name: Not reportedTermination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: 04/02/1992Effective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: IndustrialProgram Type: 2 43I003012WDID: Not reportedPlace Id: EnrolleeRegulatory Measure Type: 97-03-DWQOrder No: 183785Regulatory Measure Id: 2Region: 0Agency Id: ActiveFacility Status: CAS000001Npdes Number: NPDES: 43-2351Reg Id: LTNKAReg By: WEST VALLEY CHARTER SHOP (Continued)U001600917 TC5308891.2s Page 75 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CaliforniaOPERATOR STATE: CampbellOPERATOR CITY: PO Box 1272OPERATOR ADDRESS: West Valley Charter LineOPERATOR NAME: stan@westvalleytrailways.comFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: 408-371-1230FACILITY CONTACT PHONE: AdministrationFACILITY CONTACT TITLE: Stan HabrFACILITY CONTACT NAME: SqFtPLACE SIZE UNIT: 34000PLACE SIZE: 04/02/1992STATUS DATE: ActiveSTATUS CODE NAME: 04/02/1992PROCESSED DATE: 05/09/2008RECEIVED DATE: Not reportedDischarge Zip: Not reportedDischarge State: Not reportedDischarge City: Not reportedDischarge Address: Not reportedDischarge Name: Not reportedTermination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: Not reportedEffective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: Not reportedProgram Type: 2 43I003012WDID: Not reportedPlace Id: IndustrialRegulatory Measure Type: Not reportedOrder No: 183785Regulatory Measure Id: 2Region: Not reportedAgency Id: Not reportedFacility Status: Not reportedNpdes Number: Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: Not reportedPRIMARY SIC: Not reportedCERTIFICATION DATE: Not reportedCERTIFIER TITLE: Not reportedCERTIFIER NAME: Not reportedRECEIVING WATER NAME: Not reportedDIR DISCHARGE USWATER IND: Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: Not reportedCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: WEST VALLEY CHARTER SHOP (Continued)U001600917 TC5308891.2s Page 76 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: 4142-Bus Charter Service, Except LocalPRIMARY SIC: 14-AUG-15CERTIFICATION DATE: AdministrationCERTIFIER TITLE: Stan HabrCERTIFIER NAME: San Francisco BayRECEIVING WATER NAME: NDIR DISCHARGE USWATER IND: Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: Not reportedCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: 408-371-1230EMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: Not reportedDEVELOPER CONTACT NAME: Not reportedDEVELOPER ZIP: CaliforniaDEVELOPER STATE: Not reportedDEVELOPER CITY: Not reportedDEVELOPER ADDRESS: Not reportedDEVELOPER NAME: Private BusinessOPERATOR TYPE: stan@westvalleytrailways.comOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: 408-371-1230OPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: Stan HabrOPERATOR CONTACT NAME: 95009OPERATOR ZIP: WEST VALLEY CHARTER SHOP (Continued) U001600917 LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 07S1W35L05fCase Number: Case ClosedFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: 1256 ft. Site 7 of 11 in cluster K 0.238 mi.CIWQS Relative: Higher Actual: 213 ft. 1/8-1/4 WDSCAMPBELL, CA 95008 West HIST LUST240 CRISTICH LN N/A K61 LUSTWEST VALLEY CHARTER SHOP S105035635 TC5308891.2s Page 77 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation dairy waste ponds. dischargers having waste storage systems with land disposal such as disposal systems, such as septic systems with subsurface disposal, or management practices, facilities with passive waste treatment and cooling water dischargers or thosewho must comply through best Category C - Facilities having no waste treatment systems, such asComplexity: represent no threat to water quality. Level. A Zero (0) may be used to code those NURDS that are found to considered a minor threat to water quality unless coded at a higher to a major or minor threat. Not: All nurds without a TTWQ will be should cause a relatively minor impairment of beneficial uses compared Minor Threat to Water Quality. A violation of a regional board orderTreat To Water: Not reportedPOTW: Not reportedReclamation: 0Baseline Flow: 0Design Flow: Not reportedSecondary Waste Type: Not reportedSecondary Waste: Not reportedPrimary Waste Type: Not reportedWaste2: Not reportedWaste Type2: Not reportedPrimary Waste: Not reportedPrimary Waste Type: Not reportedSIC Code 2: 0SIC Code: Not reportedAgency Type: Not reportedAgency Telephone: Not reportedAgency Contact: 0Agency City,St,Zip: Not reportedAgency Address: WEST VALLEY CHARTER LINEAgency Name: Not reportedFacility Contact: Not reportedFacility Telephone: 2Subregion: are assigned by the Regional Board CAS000001 The 1st 2 characters designate the state. The remaining 7NPDES Number: under Waste Discharge Requirements. Active - Any facility with a continuous or seasonal discharge that isFacility Status: Not reportedFacility Type: San Francisco Bay 43I003012Facility ID: WDS: 2000-02-01 00:00:00Closed Date: 1999-04-14 00:00:00Date Listed: SCVWDOversite Agency: 07S1W35L05SCVWD ID: 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: Not reportedPollution Characterization Began: 2/17/1999Preliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: WEST VALLEY CHARTER SHOP (Continued) S105035635 TC5308891.2s Page 78 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation -121.94443Longitude: 37.27789Latitude: 0Violations within 5 years: 0Enforcement Actions within 5 years: Not reportedTTWQ: Not reportedComplexity: Not reportedMajor/Minor: Not reportedDesign Flow: Not reportedExpiration/Review Date: Not reportedTermination Date: 04/02/1992Effective Date: Not reportedAdoption Date: CAS000001NPDES Number: 2 43I003012WDID: 2014-0057-DWQOrder Number: Storm water industrialRegulatory Measure Type: ActiveRegulatory Measure Status: INDSTWProgram: 2Region: 4142SIC/NAICS: Industrial - Bus Charter Service, Except LocalPlace/Project Type: PO Box 1272, Campbell, CA 95009Agency Address: West Valley Charter LineAgency: CIWQS: WEST VALLEY CHARTER SHOP (Continued) S105035635 Not reportedContact Name: Not reportedOther Type: Not reportedFacility Type: Not reportedFacility ID: Not reportedRegion: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/00020A99.pdfURL: 00020A99File Number: HIST UST: 1Number Of Tanks: DIESELContent: PSTG: M.V. FUELTank Use: 04-04-91Active Date: 10000Capacity: ATank Status: 43-008-052628-000001SWRCB Tank Id: 1Owner Tank Id: 02-29-88Created Date: 04-04-91Action Date: 04-04-91Referral Date: 44-026324Board Of Equalization: 1Number: 52628Comp Number: ActiveStatus: SWEEPS UST: 1256 ft. Site 8 of 11 in cluster K 0.238 mi. Relative: Higher Actual: 213 ft. 1/8-1/4 CA FID USTCAMPBELL, CA 95008 West HIST UST240 CRISTICH LN N/A K62 SWEEPS USTWEST VALLEY CHARTER LINES, INC S101624878 TC5308891.2s Page 79 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: CAMPBELL 95008Mailing City,St,Zip: Not reportedMailing Address 2: P O BOXMailing Address: Not reportedMail To: 4083711230Facility Phone: Not reportedSIC Code: Not reportedCortese Code: 00052628Regulated ID: UTNKARegulated By: 43008836Facility ID: CA FID UST: Click here for Geo Tracker PDF: Not reportedLeak Detection: Not reportedContainer Construction Thickness: Not reportedType of Fuel: Not reportedTank Used for: Not reportedTank Capacity: Not reportedYear Installed: Not reportedContainer Num: Not reportedTank Num: Not reportedTotal Tanks: Not reportedOwner City,St,Zip: Not reportedOwner Address: Not reportedOwner Name: Not reportedTelephone: WEST VALLEY CHARTER LINES, INC (Continued) S101624878 PR0423021Record ID: -121.942861Longitude: 37.279603Latitude: GENERATES < 10 GAL/YRProgram Description: 2240PE#: SANTA CLARARegion: FA0255723Facility ID: PR0373472Record ID: -121.942861Longitude: 37.279603Latitude: GENERATES < 100 KG/YRProgram Description: 2202PE#: SANTA CLARARegion: CUPA SANTA CLARA: 1262 ft. 0.239 mi. Relative: Higher Actual: 208 ft. 1/8-1/4 CAMPBELL, CA 95008 WNW HAZNET675 CAMPBELL TECHNOLOGY PKWY # 200 N/A 63 CUPA ListingsRICOH AMERICAS HOLDINGS S118494220 TC5308891.2s Page 80 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Santa ClaraFacility County: Not reportedMethod Decode: Not reportedCat Decode: 0.05Tons: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method: Other organic solidsWaste Category: Santa ClaraTSD County: CAD059494310TSD EPA ID: Santa ClaraGen County: CAMPBELL, CA 950085092Mailing City,St,Zip: 675 CAMPBELL TECHNOLOGY PKWY # 200Mailing Address: Not reportedMailing Name: 4086103103Telephone: ROB BROWNINGContact: CAL000398872GEPAID: 2015Year: S118494220envid: HAZNET: FA0285616Facility ID: PR0429011Record ID: Not reportedLongitude: Not reportedLatitude: GENERATES < 10 GAL/YRProgram Description: 2240PE#: SANTA CLARARegion: FA0255723Facility ID: RICOH AMERICAS HOLDINGS (Continued) S118494220 1Number Of Tanks: WASTE OILContent: WASTESTG: OILTank Use: Not reportedActive Date: 500Capacity: Not reportedTank Status: 43-008-008347-000001SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: Not reportedBoard Of Equalization: Not reportedNumber: 8347Comp Number: Not reportedStatus: SWEEPS UST: 1265 ft. 0.240 mi. Relative: Lower Actual: 202 ft. 1/8-1/4 CAMPBELL, CA 95008 NNE 346 UNION AVE N/A 64 SWEEPS USTCHALET WOODS LIMITED S102799450 TC5308891.2s Page 81 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ExcavationAction: 03/21/1986Date: REMEDIATIONAction Type: T0608501408Global Id: Staff Letter - #21509Action: 11/20/1995Date: ENFORCEMENTAction Type: T0608501408Global Id: * Historical Enforcement - #39456Action: 04/28/1995Date: ENFORCEMENTAction Type: T0608501408Global Id: LUST: 4089183400Phone Number: Not reportedEmail: SAN JOSECity: 1555 Berger Drive, Suite 300Address: SANTA CLARA COUNTY LOPOrganization Name: UST CASE WORKERContact Name: Local Agency CaseworkerContact Type: T0608501408Global Id: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608501408Global Id: LUST: Not reportedSite History: GasolinePotential Contaminants of Concern: Aquifer used for drinking water supplyPotential Media Affect: Not reportedLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: SANTA CLARA COUNTY LOPLocal Agency: Not reportedRB Case Number: USTCase Worker: 02/10/1997Status Date: Completed - Case ClosedStatus: -121.943549314156Longitude: 37.2780245180609Latitude: T0608501408Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608501408Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: 1336 ft. Site 9 of 11 in cluster K 0.253 mi. Relative: Higher Actual: 212 ft. 1/4-1/2 HIST CORTESECAMPBELL, CA 95008 West HIST UST214 CRISTICH LN N/A K65 LUSTTANNER CONSTRUCTION, INC.U001600908 TC5308891.2s Page 82 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CONTRACTOROther Type: OtherFacility Type: 00000007128Facility ID: STATERegion: Not reportedURL: Not reportedFile Number: HIST UST: 07S1W35L01FEDR Link ID: 02/10/1997Date Closed: 07S1W35L01FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: 02/10/1997Status Date: Completed - Case ClosedStatus: T0608501408Global Id: 06/20/1991Status Date: Open - Site AssessmentStatus: T0608501408Global Id: 10/10/1988Status Date: Open - Site AssessmentStatus: T0608501408Global Id: 03/24/1986Status Date: Open - Case Begin DateStatus: T0608501408Global Id: LUST: Closure/No Further Action LetterAction: 02/10/1997Date: ENFORCEMENTAction Type: T0608501408Global Id: Monitoring Report - QuarterlyAction: 04/30/1996Date: RESPONSEAction Type: T0608501408Global Id: Other Report / DocumentAction: 02/10/1997Date: RESPONSEAction Type: T0608501408Global Id: Leak ReportedAction: 03/24/1986Date: OtherAction Type: T0608501408Global Id: Other (Use Description Field)Action: 03/21/1986Date: REMEDIATIONAction Type: T0608501408Global Id: TANNER CONSTRUCTION, INC. (Continued) U001600908 TC5308891.2s Page 83 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 43-1436Reg Id: LTNKAReg By: 43Facility County Code: CORTESERegion: HIST CORTESE: NoneLeak Detection: Not reportedContainer Construction Thickness: UNLEADEDType of Fuel: PRODUCTTank Used for: 00000000Tank Capacity: Not reportedYear Installed: 377Container Num: 001Tank Num: 0001Total Tanks: CAMPBELL, CA 95008Owner City,St,Zip: 214 CRISTICH LANEOwner Address: TANNER CONSTRUCTION, INC.Owner Name: 4083778434Telephone: EARL C. TANNER, JR.Contact Name: TANNER CONSTRUCTION, INC. (Continued) U001600908 1997-02-10 00:00:00Closed Date: 1987-01-01 00:00:00Date Listed: SCVWDOversite Agency: 07S1W35L01SCVWD ID: 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: 6/20/1991Pollution Characterization Began: 10/10/1988Preliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 07S1W35L01fCase Number: Case ClosedFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: 1336 ft. Site 10 of 11 in cluster K 0.253 mi. Relative: Higher Actual: 212 ft. 1/4-1/2 CAMPBELL, CA 95008 West HIST LUST214 CRISTICH LN N/A K66 LUSTTANNER CONSTRUCTION S105032983 TC5308891.2s Page 84 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 2746Reg Id: LTNKAReg By: 43Facility County Code: CORTESERegion: HIST CORTESE: 1346 ft. Site 2 of 4 in cluster J 0.255 mi. Relative: Higher Actual: 219 ft. 1/4-1/2 CAMPBELL, CA 95008 SW 354 MCGLINCEY N/A J67 HIST CORTESESITE 53, WASTE OIL TANK 1001612749 908394Site ID: 9Region: EPA PerfCurrent Action Lead: NQual: 2008-02-27 00:00:00Finish Date: 2006-08-17 00:00:00Start Date: 1SEQ: SIAction Name: SIAction Code: 0OU: NFF: NNPL: PACIFIC AEROSPACE SERVICES, INC.Site Name: CAN000908394EPA ID: 908394Site ID: 9Region: EPA Perf In-HseCurrent Action Lead: Not reportedQual: 2013-11-08 00:00:00Finish Date: Not reportedStart Date: 1SEQ: ARCH SITEAction Name: VSAction Code: 0OU: NFF: NNPL: PACIFIC AEROSPACE SERVICES, INC.Site Name: CAN000908394EPA ID: 908394Site ID: 9Region: SEMS Archive Detail: Removal Only Site (No Site Assessment Work Needed)Non NPL Status: Not on the NPLNPL: NFF: 6085FIPS Code: Not reportedCong District: CAN000908394EPA ID: 908394Site ID: SEMS Archive: 1428 ft. Site 3 of 4 in cluster J 0.270 mi. Relative: Higher Actual: 219 ft. 1/4-1/2 CAMPBELL, CA 95008 SW PRP354 EAST MCGLINCEY LANE CAN000908394 J68 SEMS-ARCHIVEPACIFIC AEROSPACE SERVICES, INC. 1009396130 TC5308891.2s Page 85 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation JOHN WAXLERPRP name: PRP: EPA OvrsghtCurrent Action Lead: CQual: 2006-11-17 00:00:00Finish Date: 2006-06-20 00:00:00Start Date: 1SEQ: PRP RVAction Name: BBAction Code: 0OU: NFF: NNPL: PACIFIC AEROSPACE SERVICES, INC.Site Name: CAN000908394EPA ID: 908394Site ID: 9Region: EPA PerfCurrent Action Lead: NQual: 2008-02-27 00:00:00Finish Date: 2006-08-17 00:00:00Start Date: 1SEQ: PAAction Name: PAAction Code: 0OU: NFF: NNPL: PACIFIC AEROSPACE SERVICES, INC.Site Name: CAN000908394EPA ID: 908394Site ID: 9Region: EPA PerfCurrent Action Lead: Not reportedQual: 2006-08-17 00:00:00Finish Date: 2006-08-17 00:00:00Start Date: 1SEQ: DISCVRYAction Name: DSAction Code: 0OU: NFF: NNPL: PACIFIC AEROSPACE SERVICES, INC.Site Name: CAN000908394EPA ID: PACIFIC AEROSPACE SERVICES, INC. (Continued) 1009396130 05/24/2007Status Date: Refer: RCRAStatus: 60000368Facility ID: ENVIROSTOR: 1428 ft. Site 4 of 4 in cluster J 0.270 mi. Relative: Higher Actual: 219 ft. 1/4-1/2 CAMPBELL, CA 95008 SW 354 MCGLINCEY LANE N/A J69 ENVIROSTORPACIFIC AEROSPACE SVCS., INC.S108054470 TC5308891.2s Page 86 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Cleanup BerkeleyDivision Branch: Mark PirosSupervisor: Mark PirosProgram Manager: SMBRPLead Agency: SMBRPRegulatory Agencies: NONPL: 0.5Acres: Tiered PermitSite Type Detailed: Tiered PermitSite Type: Not reportedSite Code: 06/20/2012Status Date: Inactive - Needs EvaluationStatus: 71002130Facility ID: Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: 10/24/2006Completed Date: Site ScreeningCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 60000368Alias Name: APNAlias Type: 412-31-012Alias Name: UEPotential Description: NONE SPECIFIEDConfirmed COC: Under InvestigationPotential COC: METAL PLATING - CHROME, METAL PLATING - OTHERPast Use: 412-31-012APN: -121.9428Longitude: 37.27564Latitude: EPA GrantFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: EPA - PASISpecial Program: 15Senate: 28Assembly: Cleanup BerkeleyDivision Branch: Denise TsujiSupervisor: Not reportedProgram Manager: HWMPLead Agency: HWMPRegulatory Agencies: NONPL: 1.25Acres: EvaluationSite Type Detailed: EvaluationSite Type: Not reportedSite Code: PACIFIC AEROSPACE SVCS., INC. (Continued)S108054470 TC5308891.2s Page 87 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: that had been taken at the Site Assessment summarized the regulatory agency involvement and actions ranked with a high overall site priority level. The Site Screening agreement with the U.S. Environmental Protection Agency. The Site was DTSC prepared a Site Screening Assessment under a cooperativeComments: 11/07/2006Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 71002130Alias Name: EPA (FRS #)Alias Type: 110024778114Alias Name: EPA Identification NumberAlias Type: CAD000819730Alias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: NONE SPECIFIEDPotential COC: NONE SPECIFIEDPast Use: NONE SPECIFIEDAPN: -121.9429Longitude: 37.27560Latitude: Not reportedFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 15Senate: 28Assembly: PACIFIC AEROSPACE SVCS., INC. (Continued) S108054470 Not reportedCase Worker: 10/25/2007Status Date: Completed - Case ClosedStatus: -121.944153802586Longitude: 37.2779929346871Latitude: T0608500324Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608500324Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: HIST CORTESE 1431 ft.HAZNET 0.271 mi.CUPA Listings Relative: Higher Actual: 212 ft. 1/4-1/2 CHMIRSCAMPBELL, CA 95008 West HIST LUST200 CRISTICH LN N/A 70 LUSTBLUE SPRUCE LANDSCAPE S100280526 TC5308891.2s Page 88 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 02/04/1987Date: OtherAction Type: T0608500324Global Id: Closure/No Further Action LetterAction: 10/25/2007Date: ENFORCEMENTAction Type: T0608500324Global Id: Staff Letter - #21513Action: 05/27/1999Date: ENFORCEMENTAction Type: T0608500324Global Id: Warning Letter - #21515Action: 08/23/2000Date: ENFORCEMENTAction Type: T0608500324Global Id: Soil and Water Investigation WorkplanAction: 06/28/1999Date: RESPONSEAction Type: T0608500324Global Id: Preliminary Site Assessment ReportAction: 04/28/2003Date: RESPONSEAction Type: T0608500324Global Id: Closure/No Further Action Letter - #705201Action: 10/25/2007Date: ENFORCEMENTAction Type: T0608500324Global Id: Warning Letter - #504190Action: 09/14/2005Date: ENFORCEMENTAction Type: T0608500324Global Id: LUST: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608500324Global Id: LUST: Not reportedSite History: GasolinePotential Contaminants of Concern: Aquifer used for drinking water supplyPotential Media Affect: 07S1W35L03fLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: Not reportedLocal Agency: Not reportedRB Case Number: BLUE SPRUCE LANDSCAPE (Continued) S100280526 TC5308891.2s Page 89 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Monitoring Report - QuarterlyAction: 05/19/1987Date: RESPONSEAction Type: T0608500324Global Id: Other Report / DocumentAction: 05/19/1987Date: RESPONSEAction Type: T0608500324Global Id: CorrespondenceAction: 08/07/2007Date: RESPONSEAction Type: T0608500324Global Id: Other Report / DocumentAction: 07/13/1987Date: RESPONSEAction Type: T0608500324Global Id: Verbal CommunicationAction: 12/27/2002Date: RESPONSEAction Type: T0608500324Global Id: Soil and Water Investigation WorkplanAction: 01/24/2007Date: RESPONSEAction Type: T0608500324Global Id: CorrespondenceAction: 01/21/1999Date: RESPONSEAction Type: T0608500324Global Id: Soil and Water Investigation ReportAction: 03/29/2007Date: RESPONSEAction Type: T0608500324Global Id: Unauthorized Release FormAction: 02/04/1987Date: RESPONSEAction Type: T0608500324Global Id: Tank Removal Report / UST Sampling ReportAction: 02/06/1987Date: RESPONSEAction Type: T0608500324Global Id: Staff Letter - #40717Action: 01/22/2003Date: ENFORCEMENTAction Type: T0608500324Global Id: Leak ReportedAction: BLUE SPRUCE LANDSCAPE (Continued) S100280526 TC5308891.2s Page 90 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: Not reportedPollution Characterization Began: 2/4/1987Preliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 07S1W35L03fCase Number: Preliminary site assessment underwayFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: 10/25/2007Status Date: Completed - Case ClosedStatus: T0608500324Global Id: 02/04/1987Status Date: Open - Site AssessmentStatus: T0608500324Global Id: 02/04/1987Status Date: Open - Case Begin DateStatus: T0608500324Global Id: LUST: Preliminary Site Assessment WorkplanAction: 11/14/2005Date: RESPONSEAction Type: T0608500324Global Id: Other Report / DocumentAction: 12/30/1986Date: RESPONSEAction Type: T0608500324Global Id: Preliminary Site Assessment ReportAction: 03/29/2007Date: RESPONSEAction Type: T0608500324Global Id: Proposed PlanAction: 12/13/2002Date: RESPONSEAction Type: T0608500324Global Id: Other Report / DocumentAction: 10/17/2007Date: RESPONSEAction Type: T0608500324Global Id: BLUE SPRUCE LANDSCAPE (Continued) S100280526 TC5308891.2s Page 91 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAgency: 88-92Year: Not reportedDate/Time: Not reportedOther: Not reportedMeasure: Not reportedType: Not reportedWhat Happened: Not reportedContainment: Not reportedCleanup By: Not reportedSpill Site: Not reportedWaterway: Not reportedWaterway Involved: 408 866-2189Facility Telephone: 01-NOV-88Report Date: P.W. GANTTReporting Officer Name/ID: Not reportedCompany Name: Not reportedCA DOT PUC/ICC Number: Not reportedVehicle Id Number: Not reportedVehicle State: Not reportedVehicle License Number: Not reportedVehicle Make/year: Not reportedOthers Number Of Fatalities: Not reportedOthers Number Of Injuries: Not reportedOthers Number Of Decontaminated: Not reportedResponding Agency Personel # Of Fatalities: Not reportedResponding Agency Personel # Of Injuries: 3Resp Agncy Personel # Of Decontaminated: NMore Than Two Substances Involved?: PProperty Management: 65Estimated Temperature: 600Surrounding Area: 1458Time Completed: 1253Time Notified: 88-1689Agency Incident Number: 43005Agency Id Number: 963Property Use: 30-OCT-88Date Completed: Not reportedOES Time: Not reportedOES Date: Not reportedOES notification: 990061OES Incident Number: CHMIRS: Not reportedClosed Date: 1988-01-01 00:00:00Date Listed: SCCDEHOversite Agency: 07S1W35L03SCVWD ID: 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: 07S1W35L03FEDR Link ID: 10/25/2007Date Closed: 07S1W35L03FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: BLUE SPRUCE LANDSCAPE (Continued)S100280526 TC5308891.2s Page 92 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Santa ClaraFacility County: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryMethod Decode: Off-specification, aged or surplus organicsCat Decode: 0.5445Tons: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method: Off-specification, aged or surplus organicsWaste Category: Santa ClaraTSD County: CAD059494310TSD EPA ID: Santa ClaraGen County: CAMPBELL, CA 950085417Mailing City,St,Zip: 200 CRISTICH LNMailing Address: Not reportedMailing Name: 4085598800Telephone: KEN COLEMANContact: CAL000340389GEPAID: 2016Year: S100280526envid: HAZNET: FA0262948Facility ID: PR0413603Record ID: -121.944665Longitude: 37.277402Latitude: GENERATES 100 KG YR TO <5 TONS/YRProgram Description: 2205PE#: SANTA CLARARegion: CUPA SANTA CLARA: Not reportedDescription: YComments: Not reportedFatals: Not reportedInjuries: Not reportedEvacs: Not reported#3 Vessel >= 300 Tons: Not reported#2 Vessel >= 300 Tons: Not reported#1 Vessel >= 300 Tons: Not reported#3 Pipeline: Not reported#2 Pipeline: Not reported#1 Pipeline: Not reportedNumber of Fatalities: Not reportedNumber of Injuries: Not reportedEvacuations: Not reportedSubstance #3: Not reportedSubstance #2: Not reportedUnknown: Not reportedSubstance: 14-FEB-89E Date: Not reportedSite Type: Not reportedContained: Not reportedAmount: Not reportedAdmin Agency: 30-OCT-88Incident Date: BLUE SPRUCE LANDSCAPE (Continued) S100280526 TC5308891.2s Page 93 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 43-0267Reg Id: LTNKAReg By: 43Facility County Code: CORTESERegion: HIST CORTESE: BLUE SPRUCE LANDSCAPE (Continued) S100280526 RESPONSEAction Type: T0608502383Global Id: Staff Letter - #21516Action: 08/24/2001Date: ENFORCEMENTAction Type: T0608502383Global Id: LUST: 4089183400Phone Number: Not reportedEmail: SAN JOSECity: 1555 Berger Drive, Suite 300Address: SANTA CLARA COUNTY LOPOrganization Name: UST CASE WORKERContact Name: Local Agency CaseworkerContact Type: T0608502383Global Id: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608502383Global Id: LUST: Not reportedSite History: DieselPotential Contaminants of Concern: SoilPotential Media Affect: Not reportedLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: SANTA CLARA COUNTY LOPLocal Agency: Not reportedRB Case Number: USTCase Worker: 01/08/2002Status Date: Completed - Case ClosedStatus: -121.944578Longitude: 37.278346Latitude: T0608502383Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608502383Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: 1469 ft. Site 11 of 11 in cluster K 0.278 mi. Relative: Higher Actual: 210 ft. 1/4-1/2 CUPA ListingsCAMPBELL, CA 95008 West HIST LUST213 CRISTICH LN N/A K71 LUSTSANCO PIPELINES INC S105032637 TC5308891.2s Page 94 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 01/08/2002Status Date: Completed - Case ClosedStatus: T0608502383Global Id: 03/16/1999Status Date: Open - Site AssessmentStatus: T0608502383Global Id: 03/16/1999Status Date: Open - Case Begin DateStatus: T0608502383Global Id: LUST: Closure/No Further Action LetterAction: 01/08/2002Date: ENFORCEMENTAction Type: T0608502383Global Id: CorrespondenceAction: 08/24/2001Date: RESPONSEAction Type: T0608502383Global Id: Soil and Water Investigation WorkplanAction: 09/28/2001Date: RESPONSEAction Type: T0608502383Global Id: CorrespondenceAction: 04/19/1999Date: RESPONSEAction Type: T0608502383Global Id: Tank Removal Report / UST Sampling ReportAction: 10/31/2001Date: RESPONSEAction Type: T0608502383Global Id: Leak ReportedAction: 04/08/1999Date: OtherAction Type: T0608502383Global Id: Other Report / DocumentAction: 09/18/1998Date: RESPONSEAction Type: T0608502383Global Id: Other Report / DocumentAction: 03/29/1999Date: RESPONSEAction Type: T0608502383Global Id: Unauthorized Release FormAction: 10/29/1990Date: SANCO PIPELINES INC (Continued)S105032637 TC5308891.2s Page 95 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation FA0200238Facility ID: PR0313766Record ID: -121.944826Longitude: 37.277693Latitude: GENERATES 100 KG YR TO <5 TONS/YRProgram Description: 2205PE#: SANTA CLARARegion: CUPA SANTA CLARA: 2002-01-08 00:00:00Closed Date: 1999-04-14 00:00:00Date Listed: SCVWDOversite Agency: 07S1W35L06SCVWD ID: 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: 07S1W35L06FEDR Link ID: 01/08/2002Date Closed: 07S1W35L06FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: Not reportedPollution Characterization Began: 3/16/1999Preliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 07S1W35L06fCase Number: Case ClosedFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: SANCO PIPELINES INC (Continued)S105032637 USTCase Worker: 01/06/1998Status Date: Completed - Case ClosedStatus: -121.945072192799Longitude: 37.2765768429012Latitude: T0608501397Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608501397Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: 1796 ft. Site 1 of 2 in cluster L 0.340 mi.HIST CORTESE Relative: Higher Actual: 216 ft. 1/4-1/2 EMICAMPBELL, CA 95008 WSW CUPA Listings70 CRISTICH LANE N/A L72 LUSTCAMPBELL COLLISION CENTER INC S103972520 TC5308891.2s Page 96 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Soil and Water Investigation ReportAction: 01/31/1996Date: RESPONSEAction Type: T0608501397Global Id: Closure/No Further Action LetterAction: 01/06/1998Date: ENFORCEMENTAction Type: T0608501397Global Id: Leak ReportedAction: 12/07/1997Date: OtherAction Type: T0608501397Global Id: Other Report / DocumentAction: 01/06/1998Date: RESPONSEAction Type: T0608501397Global Id: Staff Letter - #21518Action: 11/02/1995Date: ENFORCEMENTAction Type: T0608501397Global Id: Notice of Responsibility - #39457Action: 10/10/1995Date: ENFORCEMENTAction Type: T0608501397Global Id: LUST: 4089183400Phone Number: Not reportedEmail: SAN JOSECity: 1555 Berger Drive, Suite 300Address: SANTA CLARA COUNTY LOPOrganization Name: UST CASE WORKERContact Name: Local Agency CaseworkerContact Type: T0608501397Global Id: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608501397Global Id: LUST: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: SANTA CLARA COUNTY LOPLocal Agency: Not reportedRB Case Number: CAMPBELL COLLISION CENTER INC (Continued) S103972520 TC5308891.2s Page 97 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 13571Facility ID: SFAir Basin: 43County Code: 2003Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 1Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 13571Facility ID: SFAir Basin: 43County Code: 2002Year: EMI: FA0254398Facility ID: PR0330210Record ID: -121.945031Longitude: 37.275981Latitude: GENERATES 100 KG YR TO <5 TONS/YRProgram Description: 2205PE#: SANTA CLARARegion: CUPA SANTA CLARA: 07S1W35N01FEDR Link ID: 01/06/1998Date Closed: 07S1W35N01FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: 01/06/1998Status Date: Completed - Case ClosedStatus: T0608501397Global Id: 12/24/1997Status Date: Open - Site AssessmentStatus: T0608501397Global Id: 09/04/1987Status Date: Open - Site AssessmentStatus: T0608501397Global Id: 09/04/1987Status Date: Open - Case Begin DateStatus: T0608501397Global Id: LUST: CAMPBELL COLLISION CENTER INC (Continued) S103972520 TC5308891.2s Page 98 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation .366Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 13571Facility ID: SFAir Basin: 43County Code: 2006Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: .880525Reactive Organic Gases Tons/Yr: .994Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 13571Facility ID: SFAir Basin: 43County Code: 2005Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.880525Reactive Organic Gases Tons/Yr: 0.994Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 13571Facility ID: SFAir Basin: 43County Code: 2004Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 1Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: CAMPBELL COLLISION CENTER INC (Continued)S103972520 TC5308891.2s Page 99 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.32278600000000002Reactive Organic Gases Tons/Yr: 0.36599999999999999Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 13571Facility ID: SFAir Basin: 43County Code: 2009Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: .322786Reactive Organic Gases Tons/Yr: .366Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 13571Facility ID: SFAir Basin: 43County Code: 2008Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: .322786Reactive Organic Gases Tons/Yr: .366Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 13571Facility ID: SFAir Basin: 43County Code: 2007Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: .322786Reactive Organic Gases Tons/Yr: CAMPBELL COLLISION CENTER INC (Continued)S103972520 TC5308891.2s Page 100 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 7532SIC Code: BAAir District Name: 13571Facility ID: SFAir Basin: 43County Code: 2013Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.1061374Reactive Organic Gases Tons/Yr: 0.137Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 13571Facility ID: SFAir Basin: 43County Code: 2012Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.1061374Reactive Organic Gases Tons/Yr: 0.137Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 13571Facility ID: SFAir Basin: 43County Code: 2011Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.10613740000000001Reactive Organic Gases Tons/Yr: 0.13700000000000001Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 13571Facility ID: SFAir Basin: 43County Code: 2010Year: CAMPBELL COLLISION CENTER INC (Continued)S103972520 TC5308891.2s Page 101 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 43-1425Reg Id: LTNKAReg By: 43Facility County Code: CORTESERegion: HIST CORTESE: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.23802449Reactive Organic Gases Tons/Yr: 0.23802449Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 13571Facility ID: SFAir Basin: 43County Code: 2015Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 0.238024482Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 7532SIC Code: BAAir District Name: 13571Facility ID: SFAir Basin: 43County Code: 2014Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.1061374Reactive Organic Gases Tons/Yr: 0.137Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: CAMPBELL COLLISION CENTER INC (Continued) S103972520 TC5308891.2s Page 102 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1998-01-06 00:00:00Closed Date: 1998-01-01 00:00:00Date Listed: SCVWDOversite Agency: 07S1W35N01SCVWD ID: 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: 12/24/1997Pollution Characterization Began: 9/4/1987Preliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 07S1W35N01fCase Number: Case ClosedFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: 1796 ft. Site 2 of 2 in cluster L 0.340 mi. Relative: Higher Actual: 216 ft. 1/4-1/2 CAMPBELL, CA 95008 WSW HIST LUST70 CRISTICH LN N/A L73 LUSTSWEENEY & SONS INC.S100234496 43-0202Reg Id: LTNKAReg By: 43Facility County Code: CORTESERegion: HIST CORTESE: 1941 ft. Site 1 of 2 in cluster M 0.368 mi. Relative: Lower Actual: 203 ft. 1/4-1/2 SAN JOSE, CA 95124 ENE 2380 BASCOM N/A M74 HIST CORTESEBROOKSIDE DEVELOPMENT S101303850 43-0034Reg Id: LTNKAReg By: 43Facility County Code: CORTESERegion: HIST CORTESE: 1960 ft. Site 1 of 3 in cluster N 0.371 mi. Relative: Higher Actual: 211 ft. 1/4-1/2 SAN JOSE, CA SSE 2666 BASCOM N/A N75 HIST CORTESECOSENTINO’S GROCERY STORE S102428392 TC5308891.2s Page 103 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1994-01-26 00:00:00Closed Date: 1991-10-31 00:00:00Date Listed: SCVWDOversite Agency: 07S1W35R01SCVWD ID: 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: Not reportedPollution Characterization Began: Not reportedPreliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 07S1W35R01fCase Number: Case ClosedFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: 1960 ft. Site 2 of 3 in cluster N 0.371 mi. Relative: Higher Actual: 211 ft. 1/4-1/2 SAN JOSE, CA 95124 SSE HIST LUST2666 S BASCOM AVE N/A N76 LUSTCOSENTINO VEGETABLE HAVEN S103881267 SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608583732Global Id: LUST: Not reportedSite History: Not reportedPotential Contaminants of Concern: SoilPotential Media Affect: Not reportedLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: SANTA CLARA COUNTY LOPLocal Agency: Not reportedRB Case Number: USTCase Worker: 01/26/1994Status Date: Completed - Case ClosedStatus: -121.934237Longitude: 37.273373Latitude: T0608583732Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608583732Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: 1960 ft. Site 3 of 3 in cluster N 0.371 mi. Relative: Higher Actual: 211 ft. 1/4-1/2 SAN JOSE, CA 95124 SSE 2666 S BASCOM AVE N/A N77 LUSTCOSENTINO VEGETABLE HAVEN S107869698 TC5308891.2s Page 104 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 07S1W35R01FEDR Link ID: 01/26/1994Date Closed: 07S1W35R01FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: 01/26/1994Status Date: Completed - Case ClosedStatus: T0608583732Global Id: 01/01/1990Status Date: Open - Case Begin DateStatus: T0608583732Global Id: LUST: Leak ReportedAction: 01/01/1990Date: OtherAction Type: T0608583732Global Id: Closure/No Further Action LetterAction: 01/26/1994Date: ENFORCEMENTAction Type: T0608583732Global Id: Other Report / DocumentAction: 07/16/1992Date: RESPONSEAction Type: T0608583732Global Id: LUST: 4089183400Phone Number: Not reportedEmail: SAN JOSECity: 1555 Berger Drive, Suite 300Address: SANTA CLARA COUNTY LOPOrganization Name: UST CASE WORKERContact Name: Local Agency CaseworkerContact Type: T0608583732Global Id: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: COSENTINO VEGETABLE HAVEN (Continued) S107869698 http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608500233Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: 1999 ft. Site 1 of 2 in cluster O 0.379 mi. Relative: Higher Actual: 219 ft. 1/4-1/2 HIST CORTESECAMPBELL, CA 95008 WSW HIST LUST260 MCGLINCEY N/A O78 LUSTMELLO PIPELINES S101303566 TC5308891.2s Page 105 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Open - Case Begin DateStatus: T0608500233Global Id: LUST: Closure/No Further Action LetterAction: 08/30/1995Date: ENFORCEMENTAction Type: T0608500233Global Id: Other Report / DocumentAction: 04/19/1993Date: RESPONSEAction Type: T0608500233Global Id: Leak ReportedAction: 01/21/1992Date: OtherAction Type: T0608500233Global Id: Notice of Responsibility - #39458Action: 04/21/1992Date: ENFORCEMENTAction Type: T0608500233Global Id: LUST: 4089183400Phone Number: Not reportedEmail: SAN JOSECity: 1555 Berger Drive, Suite 300Address: SANTA CLARA COUNTY LOPOrganization Name: UST CASE WORKERContact Name: Local Agency CaseworkerContact Type: T0608500233Global Id: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608500233Global Id: LUST: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: SANTA CLARA COUNTY LOPLocal Agency: Not reportedRB Case Number: USTCase Worker: 08/30/1995Status Date: Completed - Case ClosedStatus: -121.944906338762Longitude: 37.2750568209437Latitude: T0608500233Global Id: MELLO PIPELINES (Continued)S101303566 TC5308891.2s Page 106 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 43-0167Reg Id: LTNKAReg By: 43Facility County Code: CORTESERegion: HIST CORTESE: 1995-08-30 00:00:00Closed Date: 1992-04-09 00:00:00Date Listed: SCVWDOversite Agency: 07S1W35N02SCVWD ID: 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: 07S1W35N02FEDR Link ID: 08/30/1995Date Closed: 07S1W35N02FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: Not reportedPollution Characterization Began: 12/12/1991Preliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 07S1W35N02fCase Number: Case ClosedFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: 08/30/1995Status Date: Completed - Case ClosedStatus: T0608500233Global Id: 12/12/1991Status Date: Open - Site AssessmentStatus: T0608500233Global Id: 12/12/1991Status Date: MELLO PIPELINES (Continued)S101303566 TC5308891.2s Page 107 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Other Report / DocumentAction: 01/01/1991Date: RESPONSEAction Type: T0608521523Global Id: Other Report / DocumentAction: 01/01/1991Date: RESPONSEAction Type: T0608521523Global Id: Other Report / DocumentAction: 01/01/1991Date: RESPONSEAction Type: T0608521523Global Id: LUST: 4089183400Phone Number: Not reportedEmail: SAN JOSECity: 1555 Berger Drive, Suite 300Address: SANTA CLARA COUNTY LOPOrganization Name: UST CASE WORKERContact Name: Local Agency CaseworkerContact Type: T0608521523Global Id: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608521523Global Id: LUST: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: SANTA CLARA COUNTY LOPLocal Agency: Not reportedRB Case Number: USTCase Worker: 08/18/1997Status Date: Completed - Case ClosedStatus: -121.943905Longitude: 37.274237Latitude: T0608521523Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608521523Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: 2009 ft. Site 2 of 2 in cluster O 0.380 mi. Relative: Higher Actual: 222 ft. 1/4-1/2 HIST CORTESECAMPBELL, CA 95008 SW HIST LUST210 VEITENHEIMER DR N/A O79 LUSTHOUGE CONSTRUCTION S103723179 TC5308891.2s Page 108 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1997-08-18 00:00:00Closed Date: 1998-09-16 00:00:00Date Listed: SCVWDOversite Agency: 07S1W35P03SCVWD ID: 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: 07S1W35P03FEDR Link ID: 08/18/1997Date Closed: 07S1W35P03FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: Not reportedPollution Characterization Began: Not reportedPreliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 07S1W35P03fCase Number: Case ClosedFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: 08/18/1997Status Date: Completed - Case ClosedStatus: T0608521523Global Id: 10/03/1991Status Date: Open - Case Begin DateStatus: T0608521523Global Id: LUST: Closure/No Further Action LetterAction: 08/18/1997Date: ENFORCEMENTAction Type: T0608521523Global Id: Leak ReportedAction: 10/03/1991Date: OtherAction Type: T0608521523Global Id: Other Report / DocumentAction: 01/01/1991Date: RESPONSEAction Type: T0608521523Global Id: HOUGE CONSTRUCTION (Continued) S103723179 TC5308891.2s Page 109 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 43-0985Reg Id: LTNKAReg By: 43Facility County Code: CORTESERegion: HIST CORTESE: HOUGE CONSTRUCTION (Continued) S103723179 ENFORCEMENTAction Type: T0608593953Global Id: Other Report / DocumentAction: 10/16/1989Date: RESPONSEAction Type: T0608593953Global Id: LUST: 4089183400Phone Number: Not reportedEmail: SAN JOSECity: 1555 Berger Drive, Suite 300Address: SANTA CLARA COUNTY LOPOrganization Name: UST CASE WORKERContact Name: Local Agency CaseworkerContact Type: T0608593953Global Id: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608593953Global Id: LUST: Not reportedSite History: GasolinePotential Contaminants of Concern: Aquifer used for drinking water supplyPotential Media Affect: Not reportedLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: SANTA CLARA COUNTY LOPLocal Agency: Not reportedRB Case Number: USTCase Worker: 08/20/2001Status Date: Completed - Case ClosedStatus: -121.931305Longitude: 37.279595Latitude: T0608593953Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608593953Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: 2013 ft. Site 2 of 2 in cluster M 0.381 mi. Relative: Lower Actual: 199 ft. 1/4-1/2 SAN JOSE, CA 95124 ENE HIST LUST2380 S BASCOM AVE N/A M80 LUSTBROOKSIDE DEVELOPMENT INC.S103881263 TC5308891.2s Page 110 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Closure/No Further Action LetterAction: 08/20/2001Date: ENFORCEMENTAction Type: T0608593953Global Id: Monitoring Report - QuarterlyAction: 04/16/1999Date: RESPONSEAction Type: T0608593953Global Id: Unauthorized Release FormAction: 11/01/1985Date: RESPONSEAction Type: T0608593953Global Id: Other WorkplanAction: 03/23/1990Date: RESPONSEAction Type: T0608593953Global Id: Other Report / DocumentAction: 11/14/1990Date: RESPONSEAction Type: T0608593953Global Id: Other Report / DocumentAction: 06/23/1992Date: RESPONSEAction Type: T0608593953Global Id: Other WorkplanAction: 06/24/1992Date: RESPONSEAction Type: T0608593953Global Id: ExcavationAction: 10/02/1985Date: REMEDIATIONAction Type: T0608593953Global Id: Other Report / DocumentAction: 03/15/1996Date: RESPONSEAction Type: T0608593953Global Id: Monitoring Report - QuarterlyAction: 07/10/2001Date: RESPONSEAction Type: T0608593953Global Id: Staff Letter - #21501Action: 03/02/1999Date: ENFORCEMENTAction Type: T0608593953Global Id: Notice of Violation - #39453Action: 10/11/1990Date: BROOKSIDE DEVELOPMENT INC. (Continued) S103881263 TC5308891.2s Page 111 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Open - Site AssessmentStatus: T0608593953Global Id: 10/23/1985Status Date: Open - Case Begin DateStatus: T0608593953Global Id: LUST: Preliminary Site Assessment ReportAction: 04/26/1991Date: RESPONSEAction Type: T0608593953Global Id: Leak ReportedAction: 10/23/1985Date: OtherAction Type: T0608593953Global Id: Other Report / DocumentAction: 05/02/1989Date: RESPONSEAction Type: T0608593953Global Id: CorrespondenceAction: 01/21/1999Date: RESPONSEAction Type: T0608593953Global Id: Soil and Water Investigation ReportAction: 03/02/1991Date: RESPONSEAction Type: T0608593953Global Id: Other WorkplanAction: 04/09/1990Date: RESPONSEAction Type: T0608593953Global Id: Other WorkplanAction: 10/26/1989Date: RESPONSEAction Type: T0608593953Global Id: Other Report / DocumentAction: 08/20/2001Date: RESPONSEAction Type: T0608593953Global Id: CorrespondenceAction: 04/03/2001Date: RESPONSEAction Type: T0608593953Global Id: Verbal CommunicationAction: 09/07/1994Date: RESPONSEAction Type: T0608593953Global Id: BROOKSIDE DEVELOPMENT INC. (Continued) S103881263 TC5308891.2s Page 112 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 2001-08-20 00:00:00Closed Date: 1986-01-01 00:00:00Date Listed: SCVWDOversite Agency: 07S1W35J01SCVWD ID: 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: 07S1W35J01FEDR Link ID: 08/20/2001Date Closed: 07S1W35J01FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: 1/27/1992Pollution Characterization Began: 10/11/1988Preliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 07S1W35J01fCase Number: Case ClosedFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: 08/20/2001Status Date: Completed - Case ClosedStatus: T0608593953Global Id: 01/27/1992Status Date: Open - Site AssessmentStatus: T0608593953Global Id: 10/11/1988Status Date: BROOKSIDE DEVELOPMENT INC. (Continued) S103881263 43-2015Reg Id: LTNKAReg By: 43Facility County Code: CORTESERegion: HIST CORTESE: 2025 ft. 0.384 mi. Relative: Higher Actual: 214 ft. 1/4-1/2 CAMPBELL, CA 95008 South 720 CURTNER N/A 81 HIST CORTESERAIN GUTTER SERVICE S105023040 TC5308891.2s Page 113 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Click here to access the California GeoTracker records for this facility: impacted soil prior to redevelopment of property for residential use. on the largest parcel 412-08-035. Proposed to remove solid waste and sheet metal, metal conduit and broken chunks of reinforced concrete) (rusted can lids, metal pipes, other metal objects, glass bottles, Subsurface investigation found historic on-site solid waste disposalSite History: / Hydraulic / Lubricating Fumigants / Herbicides, Arsenic, Lead, Zinc, Diesel, Waste Oil / Motor Polychlorinated biphenyls (PCBs), Other Insecticides / Pesticide /Potential Contaminants of Concern: SoilPotential Media Affected: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: Not reportedRB Case Number: Not reportedLocal Agency: Not reportedCase Worker: Cleanup Program SiteCase Type: -121.942405998425Longitude: 37.2837660064729Latitude: 07S1W35C06sLead Agency Case Number: SANTA CLARA COUNTY LOPLead Agency: T10000005138Global Id: 11/18/2014Status Date: Completed - Case ClosedFacility Status: STATERegion: CPS-SLIC: 2113 ft. Site 1 of 3 in cluster P 0.400 mi. Relative: Lower Actual: 200 ft. 1/4-1/2 CAMPBELL, CA 95008 NNW 230, 280 & 282 DILLON AVENUE N/A P82 CPS-SLICDILLON AVENUE PROPERTY S113888533 07S1W35E01SCVWD ID: 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: Not reportedPollution Characterization Began: Not reportedPreliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 07S1W35E01fCase Number: Case ClosedFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: 2119 ft. Site 1 of 2 in cluster Q 0.401 mi.CA FID UST Relative: Lower Actual: 207 ft. 1/4-1/2 SWEEPS USTCAMPBELL, CA 95008 WNW HIST LUST500 RAILWAY AVE N/A Q83 LUSTU-SAVE ROCKERY S101624877 TC5308891.2s Page 114 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: CAMPBELL 95008Mailing City,St,Zip: Not reportedMailing Address 2: 111 WEST STMailing Address: Not reportedMail To: 4083797770Facility Phone: Not reportedSIC Code: Not reportedCortese Code: 00014771Regulated ID: UTNKARegulated By: 43000591Facility ID: CA FID UST: Not reportedNumber Of Tanks: LEADEDContent: PRODUCTSTG: M.V. FUELTank Use: Not reportedActive Date: 1000Capacity: Not reportedTank Status: 43-008-014771-000002SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: 44-026298Board Of Equalization: Not reportedNumber: 14771Comp Number: Not reportedStatus: 2Number Of Tanks: DIESELContent: PRODUCTSTG: M.V. FUELTank Use: Not reportedActive Date: 10000Capacity: Not reportedTank Status: 43-008-014771-000001SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: 44-026298Board Of Equalization: Not reportedNumber: 14771Comp Number: Not reportedStatus: SWEEPS UST: 1994-01-11 00:00:00Closed Date: 1994-01-01 00:00:00Date Listed: SCVWDOversite Agency: U-SAVE ROCKERY (Continued)S101624877 TC5308891.2s Page 115 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ActiveStatus: U-SAVE ROCKERY (Continued)S101624877 ENFORCEMENTAction Type: T0608544443Global Id: Leak ReportedAction: 12/12/1993Date: OtherAction Type: T0608544443Global Id: Other Report / DocumentAction: 04/26/1995Date: RESPONSEAction Type: T0608544443Global Id: LUST: 4089183400Phone Number: Not reportedEmail: SAN JOSECity: 1555 Berger Drive, Suite 300Address: SANTA CLARA COUNTY LOPOrganization Name: UST CASE WORKERContact Name: Local Agency CaseworkerContact Type: T0608544443Global Id: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608544443Global Id: LUST: Not reportedSite History: Not reportedPotential Contaminants of Concern: SoilPotential Media Affect: Not reportedLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: SANTA CLARA COUNTY LOPLocal Agency: Not reportedRB Case Number: USTCase Worker: 01/11/1994Status Date: Completed - Case ClosedStatus: -121.945955Longitude: 37.281949Latitude: T0608544443Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608544443Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: 2119 ft. Site 2 of 2 in cluster Q 0.401 mi. Relative: Lower Actual: 207 ft. 1/4-1/2 CAMPBELL, CA 95008 WNW HIST CORTESE500 RAILWAY AVE N/A Q84 LUSTWESTERN GRAVEL S102428286 TC5308891.2s Page 116 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 43-0406Reg Id: LTNKAReg By: 43Facility County Code: CORTESERegion: HIST CORTESE: 07S1W35E01FEDR Link ID: 01/11/1994Date Closed: 07S1W35E01FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: 01/11/1994Status Date: Completed - Case ClosedStatus: T0608544443Global Id: 12/12/1993Status Date: Open - Case Begin DateStatus: T0608544443Global Id: LUST: Closure/No Further Action LetterAction: 01/11/1994Date: WESTERN GRAVEL (Continued)S102428286 1999-01-07 00:00:00Closed Date: 1989-01-01 00:00:00Date Listed: SCVWDOversite Agency: 07S1W35F01SCVWD ID: 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: Not reportedPollution Characterization Began: 6/19/1989Preliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 07S1W35F01fCase Number: Case ClosedFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: 2144 ft. Site 2 of 3 in cluster P 0.406 mi. Relative: Lower Actual: 204 ft. 1/4-1/2 HIST USTCAMPBELL, CA 95008 NW HIST LUST290 DILLON AVE N/A P85 LUSTSERVICE CENTER U001600899 TC5308891.2s Page 117 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 4Container Construction Thickness: Not reportedType of Fuel: WASTETank Used for: 00000200Tank Capacity: 1970Year Installed: 05Container Num: 005Tank Num: NoneLeak Detection: Not reportedContainer Construction Thickness: WASTE OILType of Fuel: WASTETank Used for: 00000250Tank Capacity: 1969Year Installed: 04Container Num: 004Tank Num: Pressure TestLeak Detection: Not reportedContainer Construction Thickness: DIESELType of Fuel: PRODUCTTank Used for: 00001000Tank Capacity: 1969Year Installed: 03Container Num: 003Tank Num: Pressure TestLeak Detection: Not reportedContainer Construction Thickness: UNLEADEDType of Fuel: PRODUCTTank Used for: 00001000Tank Capacity: 1969Year Installed: 02Container Num: 002Tank Num: NoneLeak Detection: Not reportedContainer Construction Thickness: UNLEADEDType of Fuel: PRODUCTTank Used for: 00010000Tank Capacity: 1969Year Installed: 01Container Num: 001Tank Num: 0005Total Tanks: CAMPBELL, CA 95008Owner City,St,Zip: 70 N. FIRST STREETOwner Address: CITY OF CAMPBELLOwner Name: 4088662145Telephone: ROBERT DIAZ, P.W. SUPT.Contact Name: SERVICE YARDOther Type: OtherFacility Type: 00000023280Facility ID: STATERegion: Not reportedURL: Not reportedFile Number: HIST UST: SERVICE CENTER (Continued)U001600899 TC5308891.2s Page 118 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoneLeak Detection: SERVICE CENTER (Continued)U001600899 ENFORCEMENTAction Type: T0608500299Global Id: Closure/No Further Action LetterAction: 01/07/1999Date: ENFORCEMENTAction Type: T0608500299Global Id: ExcavationAction: 04/01/1987Date: REMEDIATIONAction Type: T0608500299Global Id: LUST: 4089183400Phone Number: Not reportedEmail: SAN JOSECity: 1555 Berger Drive, Suite 300Address: SANTA CLARA COUNTY LOPOrganization Name: UST CASE WORKERContact Name: Local Agency CaseworkerContact Type: T0608500299Global Id: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608500299Global Id: LUST: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: SANTA CLARA COUNTY LOPLocal Agency: Not reportedRB Case Number: USTCase Worker: 01/07/1999Status Date: Completed - Case ClosedStatus: -121.94082Longitude: 37.28534Latitude: T0608500299Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608500299Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: 2144 ft. Site 3 of 3 in cluster P 0.406 mi. Relative: Lower Actual: 204 ft. 1/4-1/2 CAMPBELL, CA 95008 NW HIST CORTESE290 DILLON AVE N/A P86 LUSTCAMPBELL CITY SERVICE CENTER S100234499 TC5308891.2s Page 119 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Soil and Water Investigation WorkplanAction: 09/11/1998Date: RESPONSEAction Type: T0608500299Global Id: Soil and Water Investigation WorkplanAction: 09/01/1989Date: RESPONSEAction Type: T0608500299Global Id: Leak ReportedAction: 08/19/1988Date: OtherAction Type: T0608500299Global Id: Other Report / DocumentAction: 10/17/1998Date: RESPONSEAction Type: T0608500299Global Id: Other Report / DocumentAction: 01/07/1999Date: RESPONSEAction Type: T0608500299Global Id: Other Report / DocumentAction: 12/28/1998Date: RESPONSEAction Type: T0608500299Global Id: Other Report / DocumentAction: 01/07/1999Date: RESPONSEAction Type: T0608500299Global Id: Staff Letter - #21497Action: 10/23/1998Date: ENFORCEMENTAction Type: T0608500299Global Id: Staff Letter - #21495Action: 07/10/1998Date: ENFORCEMENTAction Type: T0608500299Global Id: Staff Letter - #21491Action: 06/19/1989Date: ENFORCEMENTAction Type: T0608500299Global Id: Notice of Responsibility - #39452Action: 06/19/1989Date: ENFORCEMENTAction Type: T0608500299Global Id: Staff Letter - #21493Action: 06/06/1997Date: CAMPBELL CITY SERVICE CENTER (Continued) S100234499 TC5308891.2s Page 120 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation SANTA CLARARegion: LUST SANTA CLARA: 01/07/1999Status Date: Completed - Case ClosedStatus: T0608500299Global Id: 06/19/1989Status Date: Open - Site AssessmentStatus: T0608500299Global Id: 08/19/1988Status Date: Open - Case Begin DateStatus: T0608500299Global Id: LUST: Soil and Water Investigation ReportAction: 12/16/1998Date: RESPONSEAction Type: T0608500299Global Id: Other Report / DocumentAction: 10/21/1998Date: RESPONSEAction Type: T0608500299Global Id: Other Report / DocumentAction: 01/31/1989Date: RESPONSEAction Type: T0608500299Global Id: Other Report / DocumentAction: 01/01/1989Date: RESPONSEAction Type: T0608500299Global Id: Other Report / DocumentAction: 01/01/1987Date: RESPONSEAction Type: T0608500299Global Id: Other Report / DocumentAction: 01/01/1987Date: RESPONSEAction Type: T0608500299Global Id: Other Report / DocumentAction: 01/07/1999Date: RESPONSEAction Type: T0608500299Global Id: Other Report / DocumentAction: 07/31/1997Date: RESPONSEAction Type: T0608500299Global Id: CAMPBELL CITY SERVICE CENTER (Continued) S100234499 TC5308891.2s Page 121 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 43-0240Reg Id: LTNKAReg By: 43Facility County Code: CORTESERegion: HIST CORTESE: 07S1W35F01FEDR Link ID: 01/07/1999Date Closed: 07S1W35F01FSCVWD ID: CAMPBELL CITY SERVICE CENTER (Continued) S100234499 10/18/2000Date: RESPONSEAction Type: T0608502403Global Id: LUST: 4089183400Phone Number: Not reportedEmail: SAN JOSECity: 1555 Berger Drive, Suite 300Address: SANTA CLARA COUNTY LOPOrganization Name: UST CASE WORKERContact Name: Local Agency CaseworkerContact Type: T0608502403Global Id: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608502403Global Id: LUST: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: SANTA CLARA COUNTY LOPLocal Agency: Not reportedRB Case Number: USTCase Worker: 12/04/2003Status Date: Completed - Case ClosedStatus: -121.935346Longitude: 37.272157Latitude: T0608502403Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608502403Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: 2233 ft.SAN JOSE HAZMATSite 1 of 2 in cluster R 0.423 mi.CUPA Listings Relative: Higher Actual: 213 ft. 1/4-1/2 HIST USTSAN JOSE, CA 95124 SSE SWEEPS UST2704 S BASCOM AV N/A R87 LUSTQUIK STOP MARKET #34 U001602830 TC5308891.2s Page 122 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Well Destruction ReportAction: 11/18/2003Date: RESPONSEAction Type: T0608502403Global Id: Tank Removal Report / UST Sampling ReportAction: 07/09/1998Date: RESPONSEAction Type: T0608502403Global Id: Soil and Water Investigation WorkplanAction: 06/30/1999Date: RESPONSEAction Type: T0608502403Global Id: Closure/No Further Action LetterAction: 12/04/2003Date: ENFORCEMENTAction Type: T0608502403Global Id: Leak ReportedAction: 02/01/1999Date: OtherAction Type: T0608502403Global Id: Verbal CommunicationAction: 09/28/1989Date: RESPONSEAction Type: T0608502403Global Id: Monitoring Report - QuarterlyAction: 12/08/2000Date: RESPONSEAction Type: T0608502403Global Id: CorrespondenceAction: 08/05/2003Date: RESPONSEAction Type: T0608502403Global Id: Soil and Water Investigation ReportAction: 09/21/1999Date: RESPONSEAction Type: T0608502403Global Id: Soil and Water Investigation ReportAction: 09/21/1999Date: RESPONSEAction Type: T0608502403Global Id: Staff Letter - #19817Action: 12/18/1998Date: ENFORCEMENTAction Type: T0608502403Global Id: CorrespondenceAction: QUIK STOP MARKET #34 (Continued) U001602830 TC5308891.2s Page 123 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation RESPONSEAction Type: T0608502403Global Id: Staff Letter - #19819Action: 07/03/2000Date: ENFORCEMENTAction Type: T0608502403Global Id: Staff Letter - #19815Action: 08/16/1999Date: ENFORCEMENTAction Type: T0608502403Global Id: Staff Letter - #19813Action: 06/11/1999Date: ENFORCEMENTAction Type: T0608502403Global Id: Other Report / DocumentAction: 09/02/2003Date: RESPONSEAction Type: T0608502403Global Id: Other Report / DocumentAction: 01/13/1989Date: RESPONSEAction Type: T0608502403Global Id: Soil and Water Investigation ReportAction: 09/20/1999Date: RESPONSEAction Type: T0608502403Global Id: Soil and Water Investigation WorkplanAction: 07/12/1999Date: RESPONSEAction Type: T0608502403Global Id: Soil and Water Investigation ReportAction: 09/04/2000Date: RESPONSEAction Type: T0608502403Global Id: Other Report / DocumentAction: 12/12/1999Date: RESPONSEAction Type: T0608502403Global Id: Tank Removal Report / UST Sampling ReportAction: 01/11/1999Date: RESPONSEAction Type: T0608502403Global Id: Unauthorized Release FormAction: 02/01/1999Date: RESPONSEAction Type: T0608502403Global Id: QUIK STOP MARKET #34 (Continued) U001602830 TC5308891.2s Page 124 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 09-08-92Action Date: 09-30-92Referral Date: Not reportedBoard Of Equalization: 9Number: 400891Comp Number: ActiveStatus: 3Number Of Tanks: LEADEDContent: PSTG: M.V. FUELTank Use: Not reportedActive Date: 10000Capacity: ATank Status: 43-060-400891-000001SWRCB Tank Id: Not reportedOwner Tank Id: 02-29-88Created Date: 09-08-92Action Date: 09-30-92Referral Date: Not reportedBoard Of Equalization: 9Number: 400891Comp Number: ActiveStatus: SWEEPS UST: 08S1W02A02FEDR Link ID: 12/04/2003Date Closed: 08S1W02A02FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: 12/04/2003Status Date: Completed - Case ClosedStatus: T0608502403Global Id: 12/13/1999Status Date: Open - Site AssessmentStatus: T0608502403Global Id: 12/22/1998Status Date: Open - Site AssessmentStatus: T0608502403Global Id: 12/18/1998Status Date: Open - Case Begin DateStatus: T0608502403Global Id: LUST: ExcavationAction: 02/01/1999Date: REMEDIATIONAction Type: T0608502403Global Id: Monitoring Report - QuarterlyAction: 01/03/2000Date: QUIK STOP MARKET #34 (Continued) U001602830 TC5308891.2s Page 125 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation UNLEADEDType of Fuel: PRODUCTTank Used for: 00008000Tank Capacity: 1970Year Installed: 6Container Num: 002Tank Num: Stock InventorLeak Detection: Not reportedContainer Construction Thickness: REGULARType of Fuel: PRODUCTTank Used for: 00010000Tank Capacity: 1970Year Installed: 5Container Num: 001Tank Num: 0003Total Tanks: FREMONT, CA 94538Owner City,St,Zip: 4567 ENTERPRISE STOwner Address: QUIK STOP MARKETS INCOwner Name: 4083711160Telephone: SOMABHI BHAKTA (SAM)Contact Name: Not reportedOther Type: Gas StationFacility Type: 00000006270Facility ID: STATERegion: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002074B.pdfURL: 0002074BFile Number: HIST UST: Not reportedNumber Of Tanks: REG UNLEADEDContent: PSTG: M.V. FUELTank Use: Not reportedActive Date: 10000Capacity: ATank Status: 43-060-400891-000003SWRCB Tank Id: Not reportedOwner Tank Id: 02-29-88Created Date: 09-08-92Action Date: 09-30-92Referral Date: Not reportedBoard Of Equalization: 9Number: 400891Comp Number: ActiveStatus: Not reportedNumber Of Tanks: REG UNLEADEDContent: PSTG: M.V. FUELTank Use: Not reportedActive Date: 8000Capacity: ATank Status: 43-060-400891-000002SWRCB Tank Id: Not reportedOwner Tank Id: 02-29-88Created Date: QUIK STOP MARKET #34 (Continued)U001602830 TC5308891.2s Page 126 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Gasoline StationClass: 400891File Num: SAN JOSERegion: SAN JOSE HAZMAT: FA0255259Facility ID: PR0396281Record ID: -121.935756Longitude: 37.272157Latitude: HMBP FACILITY, 1-3 CHEMICALSProgram Description: Not reportedPE#: SANTA CLARARegion: FA0255259Facility ID: PR0396280Record ID: -121.935756Longitude: 37.272157Latitude: UNDERGROUND STORAGE TANK PROGRAM RECORDProgram Description: 2399PE#: SANTA CLARARegion: FA0255259Facility ID: PR0372729Record ID: -121.935756Longitude: 37.272157Latitude: GENERATES 100 KG YR TO <5 TONS/YRProgram Description: 2205PE#: SANTA CLARARegion: CUPA SANTA CLARA: Click here for Geo Tracker PDF: Stock InventorLeak Detection: Not reportedContainer Construction Thickness: PREMIUMType of Fuel: PRODUCTTank Used for: 00010000Tank Capacity: 1970Year Installed: 7Container Num: 003Tank Num: Stock InventorLeak Detection: Not reportedContainer Construction Thickness: QUIK STOP MARKET #34 (Continued) U001602830 Not reportedLeak Cause: Not reportedHow Discovered: 08S1W02A02fCase Number: Case ClosedFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: 2233 ft. Site 2 of 2 in cluster R 0.423 mi. Relative: Higher Actual: 213 ft. 1/4-1/2 SAN JOSE, CA 95124 SSE HIST LUST2704 S BASCOM AVE N/A R88 LUSTQUICK STOP #34 S105512895 TC5308891.2s Page 127 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 2003-12-04 00:00:00Closed Date: 1999-03-15 00:00:00Date Listed: SCVWDOversite Agency: 08S1W02A02SCVWD ID: 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: 12/13/1999Pollution Characterization Began: 12/22/1998Preliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: QUICK STOP #34 (Continued)S105512895 Click here to access the California GeoTracker records for this facility: cleanup or completion notice from the CFD could be found. directed by CFD to cleanup the release. No documentation of the site and there was a release from one of the tanks. They were Campbell Fire Department records indicate there were 2 AST at thisSite History: Diesel, Waste Oil / Motor / Hydraulic / LubricatingPotential Contaminants of Concern: SoilPotential Media Affected: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: Not reportedRB Case Number: Not reportedLocal Agency: Not reportedCase Worker: Cleanup Program SiteCase Type: -121.944729Longitude: 37.273999Latitude: 07S1W35P04sLead Agency Case Number: SANTA CLARA COUNTY LOPLead Agency: T10000004235Global Id: 11/20/2012Status Date: Completed - Case ClosedFacility Status: STATERegion: CPS-SLIC: 2245 ft. 0.425 mi. Relative: Higher Actual: 223 ft. 1/4-1/2 CAMPBELL, CA 95008 SW 910 S. MCGLINCY LANE N/A 89 CPS-SLICFORMER CALHOUN BROTHERS S112274177 TC5308891.2s Page 128 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Click here to access the California GeoTracker records for this facility: was found. Case closure was issued on December 5, 2017. environmental sampling (soil vapor) was conducted. No contamination maintenance facility reported in early 1990s. Upon redevelopment, Shallow oil and grease contamination from former rail yard andSite History: Waste Oil / Motor / Hydraulic / LubricatingPotential Contaminants of Concern: SoilPotential Media Affected: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: 43S0755RB Case Number: Not reportedLocal Agency: KNACase Worker: Cleanup Program SiteCase Type: -121.94455087368Longitude: 37.2836778000742Latitude: Not reportedLead Agency Case Number: SAN FRANCISCO BAY RWQCB (REGION 2)Lead Agency: T10000008088Global Id: 12/05/2017Status Date: Completed - Case ClosedFacility Status: STATERegion: CPS-SLIC: 2347 ft. Site 1 of 4 in cluster S 0.445 mi. Relative: Lower Actual: 206 ft. 1/4-1/2 CAMPBELL, CA 95008 NW 261-264 RAILWAY AVENUE N/A S90 CPS-SLICRAILWAY DISTRIBUTING INC.S118406223 OAKLANDCity: 1515 CLAY ST SUITE 1400Address: SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608500715Global Id: LUST: Not reportedSite History: DieselPotential Contaminants of Concern: SoilPotential Media Affect: Not reportedLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: SANTA CLARA COUNTY LOPLocal Agency: Not reportedRB Case Number: USTCase Worker: 01/30/1995Status Date: Completed - Case ClosedStatus: -121.944208145142Longitude: 37.2827263574272Latitude: T0608500715Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608500715Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: 2347 ft. Site 2 of 4 in cluster S 0.445 mi.CIWQS Relative: Lower Actual: 206 ft. 1/4-1/2 NPDESCAMPBELL, CA 95008 NW HIST CORTESE310 RAILWAY AVE N/A S91 LUSTHENRY LITTLE TRACTOR SVC.S103881391 TC5308891.2s Page 129 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 01/30/1995Date Closed: 08S1W35F02FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: 01/30/1995Status Date: Completed - Case ClosedStatus: T0608500715Global Id: 11/21/1990Status Date: Open - Site AssessmentStatus: T0608500715Global Id: 11/21/1990Status Date: Open - Case Begin DateStatus: T0608500715Global Id: LUST: Closure/No Further Action LetterAction: 01/30/1995Date: ENFORCEMENTAction Type: T0608500715Global Id: Other Report / DocumentAction: 11/21/1990Date: RESPONSEAction Type: T0608500715Global Id: Leak ReportedAction: 12/03/1990Date: OtherAction Type: T0608500715Global Id: ExcavationAction: 11/21/1990Date: REMEDIATIONAction Type: T0608500715Global Id: Notice of Responsibility - #39257Action: 05/21/1991Date: ENFORCEMENTAction Type: T0608500715Global Id: LUST: 4089183400Phone Number: Not reportedEmail: SAN JOSECity: 1555 Berger Drive, Suite 300Address: SANTA CLARA COUNTY LOPOrganization Name: UST CASE WORKERContact Name: Local Agency CaseworkerContact Type: T0608500715Global Id: Not reportedPhone Number: Not reportedEmail: HENRY LITTLE TRACTOR SVC. (Continued) S103881391 TC5308891.2s Page 130 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Nick LinkertDEVELOPER CONTACT NAME: 95811DEVELOPER ZIP: CaliforniaDEVELOPER STATE: SacramentoDEVELOPER CITY: 1801 I StreetDEVELOPER ADDRESS: Hurley ContractorsDEVELOPER NAME: Private BusinessOPERATOR TYPE: nsl@antoncap.comOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: 916-471-3001OPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: Nick LinkertOPERATOR CONTACT NAME: 95811OPERATOR ZIP: CaliforniaOPERATOR STATE: SacramentoOPERATOR CITY: 1801 I StreetOPERATOR ADDRESS: Hurley ContractorsOPERATOR NAME: nsl@antoncap.comFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: 916-471-3001FACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Nick LinkertFACILITY CONTACT NAME: AcresPLACE SIZE UNIT: 3.76PLACE SIZE: 01/25/2016STATUS DATE: ActiveSTATUS CODE NAME: 01/25/2016PROCESSED DATE: 01/13/2016RECEIVED DATE: Not reportedDischarge Zip: Not reportedDischarge State: Not reportedDischarge City: Not reportedDischarge Address: Not reportedDischarge Name: Not reportedTermination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: Not reportedEffective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: Not reportedProgram Type: 2 43C375144WDID: Not reportedPlace Id: ConstructionRegulatory Measure Type: Not reportedOrder No: 468523Regulatory Measure Id: 2Region: Not reportedAgency Id: Not reportedFacility Status: Not reportedNpdes Number: NPDES: 43-0685Reg Id: LTNKAReg By: 43Facility County Code: CORTESERegion: HIST CORTESE: 08S1W35F02FEDR Link ID: HENRY LITTLE TRACTOR SVC. (Continued)S103881391 TC5308891.2s Page 131 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedFACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Not reportedFACILITY CONTACT NAME: Not reportedPLACE SIZE UNIT: Not reportedPLACE SIZE: Not reportedSTATUS DATE: Not reportedSTATUS CODE NAME: Not reportedPROCESSED DATE: Not reportedRECEIVED DATE: 95811Discharge Zip: CaliforniaDischarge State: SacramentoDischarge City: 1801 I StreetDischarge Address: Hurley ContractorsDischarge Name: Not reportedTermination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: 01/25/2016Effective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: ConstructionProgram Type: 2 43C375144WDID: Not reportedPlace Id: EnrolleeRegulatory Measure Type: 2009-0009-DWQOrder No: 468523Regulatory Measure Id: 2Region: 0Agency Id: ActiveFacility Status: CAS000002Npdes Number: Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: Not reportedPRIMARY SIC: 13-JAN-16CERTIFICATION DATE: Project ManagerCERTIFIER TITLE: Nick LinkertCERTIFIER NAME: San Tomas Aquinas CreekRECEIVING WATER NAME: NDIR DISCHARGE USWATER IND: NCONSTYPE WATER SEWER IND: NCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: NCONSTYPE TRANSPORT IND: YCONSTYPE RESIDENTIAL IND: NCONSTYPE RECONS IND: YCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: NCONSTYPE INDUSTRIAL IND: NCONSTYPE GAS LINE IND: NCONSTYPE ELECTRICAL LINE IND: NCONSTYPE COMMERTIAL IND: NCONSTYPE COMM LINE IND: NCONSTYPE CABLE LINE IND: NCONSTYPE BELOW GROUND IND: NCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: Not reportedEMERGENCY PHONE NO: NCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: HENRY LITTLE TRACTOR SVC. (Continued)S103881391 TC5308891.2s Page 132 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Storm water constructionRegulatory Measure Type: ActiveRegulatory Measure Status: CONSTWProgram: 2Region: Not reportedSIC/NAICS: Construction - Other, ResidentialPlace/Project Type: 1801 I Street, Sacramento, CA 95811Agency Address: Hurley ContractorsAgency: CIWQS: Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: Not reportedPRIMARY SIC: Not reportedCERTIFICATION DATE: Not reportedCERTIFIER TITLE: Not reportedCERTIFIER NAME: Not reportedRECEIVING WATER NAME: Not reportedDIR DISCHARGE USWATER IND: Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: Not reportedCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: Not reportedEMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: Not reportedDEVELOPER CONTACT NAME: Not reportedDEVELOPER ZIP: Not reportedDEVELOPER STATE: Not reportedDEVELOPER CITY: Not reportedDEVELOPER ADDRESS: Not reportedDEVELOPER NAME: Not reportedOPERATOR TYPE: Not reportedOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: Not reportedOPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: Not reportedOPERATOR CONTACT NAME: Not reportedOPERATOR ZIP: Not reportedOPERATOR STATE: Not reportedOPERATOR CITY: Not reportedOPERATOR ADDRESS: Not reportedOPERATOR NAME: Not reportedFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: HENRY LITTLE TRACTOR SVC. (Continued)S103881391 TC5308891.2s Page 133 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation -121.945832Longitude: 37.282226Latitude: 0Violations within 5 years: 0Enforcement Actions within 5 years: Not reportedTTWQ: Not reportedComplexity: Not reportedMajor/Minor: Not reportedDesign Flow: Not reportedExpiration/Review Date: Not reportedTermination Date: 01/25/2016Effective Date: Not reportedAdoption Date: CAS000002NPDES Number: 2 43C375144WDID: 2009-0009-DWQOrder Number: HENRY LITTLE TRACTOR SVC. (Continued) S103881391 1995-01-30 00:00:00Closed Date: 1991-02-21 00:00:00Date Listed: SCVWDOversite Agency: 08S1W35F02SCVWD ID: 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: Not reportedPollution Characterization Began: 11/21/1990Preliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 08S1W35F02fCase Number: Case ClosedFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: 2347 ft. Site 3 of 4 in cluster S 0.445 mi. Relative: Lower Actual: 206 ft. 1/4-1/2 CAMPBELL, CA 95008 NW HIST LUST310 RAILWAY AVE N/A S92 LUSTHENRY LITTLE TRACTOR SVC.S102431316 TC5308891.2s Page 134 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Closure/No Further Action LetterAction: 11/14/1995Date: ENFORCEMENTAction Type: T0608577310Global Id: Leak ReportedAction: 09/07/1995Date: OtherAction Type: T0608577310Global Id: Notice of Responsibility - #39451Action: 10/31/1995Date: ENFORCEMENTAction Type: T0608577310Global Id: LUST: 4089183400Phone Number: Not reportedEmail: SAN JOSECity: 1555 Berger Drive, Suite 300Address: SANTA CLARA COUNTY LOPOrganization Name: UST CASE WORKERContact Name: Local Agency CaseworkerContact Type: T0608577310Global Id: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608577310Global Id: LUST: Not reportedSite History: Waste Oil / Motor / Hydraulic / LubricatingPotential Contaminants of Concern: SoilPotential Media Affect: Not reportedLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: SANTA CLARA COUNTY LOPLocal Agency: Not reportedRB Case Number: USTCase Worker: 11/14/1995Status Date: Completed - Case ClosedStatus: -121.944726Longitude: 37.283181Latitude: T0608577310Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608577310Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: 2347 ft. Site 4 of 4 in cluster S 0.445 mi.HIST CORTESE Relative: Lower Actual: 206 ft. 1/4-1/2 HAZNETCAMPBELL, CA 95008 NW HIST LUST300 RAILWAY AVE N/A S93 LUSTSWEDISH AUTO SERVICE S103951582 TC5308891.2s Page 135 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation JAY COLEContact: CAC002850301GEPAID: 2016Year: S103951582envid: HAZNET: 1995-11-14 00:00:00Closed Date: 1996-01-01 00:00:00Date Listed: SCVWDOversite Agency: 07S1W35E02SCVWD ID: 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: 07S1W35E02FEDR Link ID: 11/14/1995Date Closed: 07S1W35E02FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: Not reportedPollution Characterization Began: 4/23/1987Preliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 07S1W35E02fCase Number: Case ClosedFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: 11/14/1995Status Date: Completed - Case ClosedStatus: T0608577310Global Id: 04/23/1987Status Date: Open - Site AssessmentStatus: T0608577310Global Id: 04/23/1987Status Date: Open - Case Begin DateStatus: T0608577310Global Id: LUST: Other Report / DocumentAction: 11/09/1995Date: RESPONSEAction Type: T0608577310Global Id: SWEDISH AUTO SERVICE (Continued) S103951582 TC5308891.2s Page 136 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 43-1424Reg Id: LTNKAReg By: 43Facility County Code: CORTESERegion: HIST CORTESE: Santa ClaraFacility County: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryMethod Decode: Waste oil and mixed oilCat Decode: 0.684Tons: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method: Waste oil and mixed oilWaste Category: Los AngelesTSD County: CAD044429835TSD EPA ID: Santa ClaraGen County: SACRAMENTO, CA 958113000Mailing City,St,Zip: 1801 I ST STE 200Mailing Address: Not reportedMailing Name: 9164449821Telephone: JAY COLEContact: CAC002850301GEPAID: 2016Year: S103951582envid: Santa ClaraFacility County: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryMethod Decode: Other organic solidsCat Decode: 0.05Tons: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method: Other organic solidsWaste Category: Los AngelesTSD County: CAD044429835TSD EPA ID: Santa ClaraGen County: SACRAMENTO, CA 958113000Mailing City,St,Zip: 1801 I ST STE 200Mailing Address: Not reportedMailing Name: 9164449821Telephone: SWEDISH AUTO SERVICE (Continued) S103951582 11/06/1990Status Date: Completed - Case ClosedStatus: -121.940785646439Longitude: 37.2865420602228Latitude: T0608501598Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608501598Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: 2404 ft. 0.455 mi. Relative: Lower Actual: 203 ft. 1/4-1/2 HIST CORTESECAMPBELL, CA 95008 NNW HIST LUST190 DILLON AVE N/A 94 LUSTFIRE-MATIC SYSTEMS, INC.S103881260 TC5308891.2s Page 137 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 09/13/1989Date: RESPONSEAction Type: T0608501598Global Id: Closure/No Further Action LetterAction: 11/06/1990Date: ENFORCEMENTAction Type: T0608501598Global Id: Leak ReportedAction: 09/18/1989Date: OtherAction Type: T0608501598Global Id: Other Report / DocumentAction: 07/09/1990Date: RESPONSEAction Type: T0608501598Global Id: ExcavationAction: 09/18/1989Date: REMEDIATIONAction Type: T0608501598Global Id: Notice of Responsibility - #39450Action: 11/13/1990Date: ENFORCEMENTAction Type: T0608501598Global Id: LUST: 4089183400Phone Number: Not reportedEmail: SAN JOSECity: 1555 Berger Drive, Suite 300Address: SANTA CLARA COUNTY LOPOrganization Name: UST CASE WORKERContact Name: Local Agency CaseworkerContact Type: T0608501598Global Id: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608501598Global Id: LUST: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: SANTA CLARA COUNTY LOPLocal Agency: Not reportedRB Case Number: USTCase Worker: FIRE-MATIC SYSTEMS, INC. (Continued) S103881260 TC5308891.2s Page 138 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 43-1647Reg Id: LTNKAReg By: 43Facility County Code: CORTESERegion: HIST CORTESE: 1990-11-06 00:00:00Closed Date: 1990-01-01 00:00:00Date Listed: SCVWDOversite Agency: 07S1W35C02SCVWD ID: 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: 07S1W35C02FEDR Link ID: 11/06/1990Date Closed: 07S1W35C02FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: Not reportedPollution Characterization Began: 10/25/1990Preliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 07S1W35C02fCase Number: Case ClosedFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: 11/06/1990Status Date: Completed - Case ClosedStatus: T0608501598Global Id: 10/25/1990Status Date: Open - Site AssessmentStatus: T0608501598Global Id: 09/18/1989Status Date: Open - Case Begin DateStatus: T0608501598Global Id: LUST: Tank Removal Report / UST Sampling ReportAction: FIRE-MATIC SYSTEMS, INC. (Continued) S103881260 TC5308891.2s Page 139 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedClosed Date: 1986-01-01 00:00:00Date Listed: SCCDEHOversite Agency: 08S1W02A01SCVWD ID: 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: Not reportedDate Post Remedial Action Monitoring Began: 2/28/2002Date Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: 12/29/1995Pollution Characterization Began: 4/18/1990Preliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 08S1W02A01fCase Number: Remedial action (cleanup) UnderwayFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: 2431 ft. Site 1 of 2 in cluster T 0.460 mi. Relative: Higher Actual: 209 ft. 1/4-1/2 SAN JOSE, CA 95124 SE HIST LUST2690 UNION AVE N/A T95 LUSTUNOCAL #4386 S105194598 inadvertently released into the UST pit. Soil in the area of spillage During removal of fuel USTs approximately 50 gallons of fuel was condition following removal and no holes or cracks were observed. waste-oil UST were removed and replaced The USTs appeared in good 12,000-gallon fiberglass gasoline UST, and one 550-gallon steel In February 1990, one 10,000-gallon steel gasoline UST, oneSite History: Benzene, Gasoline, MTBE / TBA / Other Fuel OxygenatesPotential Contaminants of Concern: Aquifer used for drinking water supplyPotential Media Affect: 08S1W02A01fLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: Not reportedLocal Agency: 21-020RB Case Number: Not reportedCase Worker: 04/05/2013Status Date: Completed - Case ClosedStatus: -121.932797Longitude: 37.272799Latitude: T0608501512Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608501512Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: 2431 ft. Site 2 of 2 in cluster T 0.460 mi.SAN JOSE HAZMAT Relative: Higher Actual: 209 ft. 1/4-1/2 HIST CORTESESAN JOSE, CA 94124 SE CUPA Listings2690 UNION N/A T96 LUSTUNOCAL S110060940 TC5308891.2s Page 140 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Monitoring Report - QuarterlyAction: 10/12/2004Date: RESPONSEAction Type: T0608501512Global Id: Proposed PlanAction: 07/03/1995Date: RESPONSEAction Type: T0608501512Global Id: LUST: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608501512Global Id: LUST: sampling was conducted in November 2011. sulfate injection was conducted in the area of VE1. Confirmation soil area of VE1. In July 2008 and again between 2009-2010, magnesium been proposed. In April 2007, ozone injection was attempted in the the perched groundwater. Additional magnesium sulfate injections have In September 2008, 110 gallons of magnesium sulfate was injected into and Septembe 2007, two 14-day ozone injection events were conducted. and October 2006, several SVE and DPE events were conducted. In April located in close proximity to the fuel USTs. Between September 2001 and concentrated in the area of wells VE-1, VE-2, and VE-4 which are residual dissolved petroleum hydrocarbon plume is contained on-site April 1997 when monitoring was modified to a semi-annual basis. The extraction wells were sampled quarterly from installation through ranging from 37.5 to 42 feet bg. The groundwater monitoring and vapor installed at the Site. The wells were completed to total depths four groundwater monitoring wells (PMW-1 through PMW-4) were August 1995, three vapor extraction wells (VE-1 through VE-3) and of the Site fuel USTs. During the period from June 1994 through confirmed that petroleum hydrocarbons were concentrated in the area Soil analytical data collected during the assessment activities borings were completed to depths ranging from 36 to 40.5 feet bg. vertical extent of petroleum hydrocarbons beneath the Site. The borings were drilled at the Site to define the horizontal and the period from June 1990 through February 1992, 15 exploratory removed from the Site during the 1990 UST removal activities. During 1,700 mg/kg. An approximate total of 400 cubic yards of soil were collected samples revealed the presence of TPH-G ranging from 6.0 to from the base of the excavation. Laboratory analytical data from the to a depth of 21 feet bg and additional soil samples were collected additional excavation activities were performed in the fuel tank pit milligrams per kilogram (mg/kg). Based on the analytical results, hydrocarbons as gasoline (TPH-G) at a concentration of 6,100 of the collected soil sample revealed the presence of total petroleum approximately 16 feet below grade (bg). Laboratory analytical results collected from the bottom of the excavation at a depth of was immediately excavated and a confirmation soil sample was UNOCAL (Continued)S110060940 TC5308891.2s Page 141 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation RESPONSEAction Type: T0608501512Global Id: Remedial Progress ReportAction: 02/27/2009Date: RESPONSEAction Type: T0608501512Global Id: Monitoring Report - Semi-AnnuallyAction: 01/30/2011Date: RESPONSEAction Type: T0608501512Global Id: Monitoring Report - Semi-AnnuallyAction: 07/30/2010Date: RESPONSEAction Type: T0608501512Global Id: Monitoring Report - Semi-AnnuallyAction: 01/30/2010Date: RESPONSEAction Type: T0608501512Global Id: Remedial Progress ReportAction: 10/30/2010Date: RESPONSEAction Type: T0608501512Global Id: Remedial Progress ReportAction: 07/30/2010Date: RESPONSEAction Type: T0608501512Global Id: Remedial Progress ReportAction: 04/30/2010Date: RESPONSEAction Type: T0608501512Global Id: Staff Letter - #804170Action: 07/14/2008Date: ENFORCEMENTAction Type: T0608501512Global Id: ExcavationAction: 03/01/2000Date: REMEDIATIONAction Type: T0608501512Global Id: Other WorkplanAction: 04/29/1994Date: RESPONSEAction Type: T0608501512Global Id: Corrective Action Plan / Remedial Action PlanAction: 11/09/2009Date: RESPONSEAction Type: T0608501512Global Id: UNOCAL (Continued)S110060940 TC5308891.2s Page 142 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Monitoring Report - QuarterlyAction: 04/30/2011Date: RESPONSEAction Type: T0608501512Global Id: Other Report / DocumentAction: 11/19/2009Date: RESPONSEAction Type: T0608501512Global Id: Soil and Water Investigation ReportAction: 12/14/2011Date: RESPONSEAction Type: T0608501512Global Id: In Situ Biological TreatmentAction: 09/09/2008Date: REMEDIATIONAction Type: T0608501512Global Id: Closure/No Further Action LetterAction: 04/05/2013Date: ENFORCEMENTAction Type: T0608501512Global Id: Staff LetterAction: 06/18/2009Date: ENFORCEMENTAction Type: T0608501512Global Id: Other WorkplanAction: 08/14/1998Date: RESPONSEAction Type: T0608501512Global Id: Other WorkplanAction: 04/28/2005Date: RESPONSEAction Type: T0608501512Global Id: Corrective Action Plan / Remedial Action PlanAction: 11/09/2009Date: RESPONSEAction Type: T0608501512Global Id: Staff LetterAction: 11/05/2009Date: ENFORCEMENTAction Type: T0608501512Global Id: Notice of ResponsibilityAction: 10/28/2009Date: ENFORCEMENTAction Type: T0608501512Global Id: Monitoring Report - QuarterlyAction: 10/15/1997Date: UNOCAL (Continued)S110060940 TC5308891.2s Page 143 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ENFORCEMENTAction Type: T0608501512Global Id: CAP/RAP - Feasibility Study ReportAction: 01/28/2005Date: RESPONSEAction Type: T0608501512Global Id: Staff LetterAction: 12/03/2009Date: ENFORCEMENTAction Type: T0608501512Global Id: Soil and Water Investigation WorkplanAction: 05/02/2008Date: RESPONSEAction Type: T0608501512Global Id: Monitoring Report - QuarterlyAction: 10/30/2012Date: RESPONSEAction Type: T0608501512Global Id: Monitoring Report - QuarterlyAction: 07/30/2012Date: RESPONSEAction Type: T0608501512Global Id: Monitoring Report - QuarterlyAction: 04/30/2012Date: RESPONSEAction Type: T0608501512Global Id: Monitoring Report - QuarterlyAction: 01/31/2012Date: RESPONSEAction Type: T0608501512Global Id: Monitoring Report - QuarterlyAction: 07/30/2009Date: RESPONSEAction Type: T0608501512Global Id: Monitoring Report - QuarterlyAction: 04/30/2009Date: RESPONSEAction Type: T0608501512Global Id: Monitoring Report - QuarterlyAction: 10/30/2011Date: RESPONSEAction Type: T0608501512Global Id: Monitoring Report - QuarterlyAction: 07/30/2011Date: RESPONSEAction Type: T0608501512Global Id: UNOCAL (Continued)S110060940 TC5308891.2s Page 144 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Other Report / DocumentAction: 10/19/2004Date: RESPONSEAction Type: T0608501512Global Id: CAP/RAP - Feasibility Study ReportAction: 06/28/2006Date: RESPONSEAction Type: T0608501512Global Id: Preliminary Site Assessment ReportAction: 08/30/1991Date: RESPONSEAction Type: T0608501512Global Id: Other Report / DocumentAction: 09/27/2012Date: RESPONSEAction Type: T0608501512Global Id: Other Report / DocumentAction: 12/31/1997Date: RESPONSEAction Type: T0608501512Global Id: Proposed PlanAction: 09/11/1990Date: RESPONSEAction Type: T0608501512Global Id: Soil and Water Investigation ReportAction: 09/15/2008Date: RESPONSEAction Type: T0608501512Global Id: Staff LetterAction: 10/17/2011Date: ENFORCEMENTAction Type: T0608501512Global Id: Leak ReportedAction: 02/06/1985Date: OtherAction Type: T0608501512Global Id: Staff Letter - #80703Action: 03/07/2008Date: ENFORCEMENTAction Type: T0608501512Global Id: Staff Letter - #60717Action: 07/17/2006Date: ENFORCEMENTAction Type: T0608501512Global Id: Staff Letter - #8033Action: 03/03/2008Date: UNOCAL (Continued)S110060940 TC5308891.2s Page 145 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation RESPONSEAction Type: T0608501512Global Id: Corrective Action Plan / Remedial Action PlanAction: 07/02/2008Date: RESPONSEAction Type: T0608501512Global Id: Staff LetterAction: 02/23/2009Date: ENFORCEMENTAction Type: T0608501512Global Id: Monitoring Report - QuarterlyAction: 04/15/1997Date: RESPONSEAction Type: T0608501512Global Id: Other Report / DocumentAction: 07/02/2013Date: RESPONSEAction Type: T0608501512Global Id: Notification - Public Notice of Case ClosureAction: 11/05/2012Date: ENFORCEMENTAction Type: T0608501512Global Id: Staff LetterAction: 03/14/2005Date: ENFORCEMENTAction Type: T0608501512Global Id: Notice of Responsibility - #39391Action: 12/03/1990Date: ENFORCEMENTAction Type: T0608501512Global Id: Staff LetterAction: 06/20/2011Date: ENFORCEMENTAction Type: T0608501512Global Id: Other Report / DocumentAction: 08/09/2006Date: RESPONSEAction Type: T0608501512Global Id: Other WorkplanAction: 04/25/2008Date: RESPONSEAction Type: T0608501512Global Id: Other Report / DocumentAction: 02/28/2002Date: RESPONSEAction Type: T0608501512Global Id: UNOCAL (Continued)S110060940 TC5308891.2s Page 146 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Other Report / DocumentAction: 06/28/2013Date: RESPONSEAction Type: T0608501512Global Id: Well Destruction ReportAction: 04/26/2013Date: RESPONSEAction Type: T0608501512Global Id: Monitoring Report - QuarterlyAction: 10/16/2012Date: RESPONSEAction Type: T0608501512Global Id: Proposed PlanAction: 04/18/1990Date: RESPONSEAction Type: T0608501512Global Id: Other WorkplanAction: 09/22/2004Date: RESPONSEAction Type: T0608501512Global Id: Remedial Progress ReportAction: 10/28/2010Date: RESPONSEAction Type: T0608501512Global Id: Other WorkplanAction: 08/21/1990Date: RESPONSEAction Type: T0608501512Global Id: Proposed PlanAction: 06/22/1995Date: RESPONSEAction Type: T0608501512Global Id: Other WorkplanAction: 07/29/2004Date: RESPONSEAction Type: T0608501512Global Id: Proposed PlanAction: 02/25/1991Date: RESPONSEAction Type: T0608501512Global Id: Other WorkplanAction: 05/17/1991Date: RESPONSEAction Type: T0608501512Global Id: Proposed PlanAction: 09/05/1991Date: UNOCAL (Continued)S110060940 TC5308891.2s Page 147 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ENFORCEMENTAction Type: T0608501512Global Id: Other Report / DocumentAction: 11/24/1998Date: RESPONSEAction Type: T0608501512Global Id: CorrespondenceAction: 04/03/2013Date: RESPONSEAction Type: T0608501512Global Id: CorrespondenceAction: 11/02/2010Date: RESPONSEAction Type: T0608501512Global Id: Other Report / DocumentAction: 09/10/2008Date: RESPONSEAction Type: T0608501512Global Id: Well Destruction ReportAction: 04/01/2013Date: RESPONSEAction Type: T0608501512Global Id: Staff LetterAction: 11/02/2010Date: ENFORCEMENTAction Type: T0608501512Global Id: In Situ Biological TreatmentAction: 12/30/2009Date: REMEDIATIONAction Type: T0608501512Global Id: Interim Remedial Action ReportAction: 02/05/2008Date: RESPONSEAction Type: T0608501512Global Id: Well Installation ReportAction: 06/12/2000Date: RESPONSEAction Type: T0608501512Global Id: Other Report / DocumentAction: 06/28/2013Date: RESPONSEAction Type: T0608501512Global Id: CorrespondenceAction: 01/03/2002Date: RESPONSEAction Type: T0608501512Global Id: UNOCAL (Continued)S110060940 TC5308891.2s Page 148 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Staff LetterAction: 05/02/2005Date: ENFORCEMENTAction Type: T0608501512Global Id: Interim Remedial Action PlanAction: 12/31/2009Date: RESPONSEAction Type: T0608501512Global Id: Leak DiscoveryAction: 01/23/1985Date: OtherAction Type: T0608501512Global Id: In Situ Physical/Chemical Treatment (other than SVE)Action: 04/27/2007Date: REMEDIATIONAction Type: T0608501512Global Id: Soil Vapor Extraction (SVE)Action: 12/01/1999Date: REMEDIATIONAction Type: T0608501512Global Id: Verbal CommunicationAction: 04/14/1997Date: RESPONSEAction Type: T0608501512Global Id: CAP/RAP - Other ReportAction: 01/03/2002Date: RESPONSEAction Type: T0608501512Global Id: Tank Removal Report / UST Sampling ReportAction: 04/26/1990Date: RESPONSEAction Type: T0608501512Global Id: Monitoring Report - QuarterlyAction: 10/30/2009Date: RESPONSEAction Type: T0608501512Global Id: Tank Removal Report / UST Sampling ReportAction: 06/28/2000Date: RESPONSEAction Type: T0608501512Global Id: Unauthorized Release FormAction: 04/02/2001Date: RESPONSEAction Type: T0608501512Global Id: Staff LetterAction: 12/17/2012Date: UNOCAL (Continued)S110060940 TC5308891.2s Page 149 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ENFORCEMENTAction Type: T0608501512Global Id: ExcavationAction: 02/27/1990Date: REMEDIATIONAction Type: T0608501512Global Id: Staff LetterAction: 01/31/2012Date: ENFORCEMENTAction Type: T0608501512Global Id: Staff LetterAction: 09/22/2011Date: ENFORCEMENTAction Type: T0608501512Global Id: CAP/RAP - Feasibility Study ReportAction: 06/29/2006Date: RESPONSEAction Type: T0608501512Global Id: Leak StoppedAction: 02/27/1990Date: OtherAction Type: T0608501512Global Id: Other Report / DocumentAction: 07/14/2008Date: RESPONSEAction Type: T0608501512Global Id: Other Report / DocumentAction: 09/19/2002Date: RESPONSEAction Type: T0608501512Global Id: Soil and Water Investigation ReportAction: 12/14/2011Date: RESPONSEAction Type: T0608501512Global Id: Staff Letter - #44901Action: 10/13/2004Date: ENFORCEMENTAction Type: T0608501512Global Id: Staff Letter - #19946Action: 03/01/1997Date: ENFORCEMENTAction Type: T0608501512Global Id: Staff Letter - #50711Action: 11/07/2005Date: ENFORCEMENTAction Type: T0608501512Global Id: UNOCAL (Continued)S110060940 TC5308891.2s Page 150 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation -121.932856Longitude: 37.272841Latitude: HMBP FACILITY, 1-3 CHEMICALSProgram Description: Not reportedPE#: SANTA CLARARegion: CUPA SANTA CLARA: 08S1W02A01FEDR Link ID: 04/05/2013Date Closed: 08S1W02A01FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: 04/05/2013Status Date: Completed - Case ClosedStatus: T0608501512Global Id: 12/17/2012Status Date: Open - Eligible for ClosureStatus: T0608501512Global Id: 09/28/2010Status Date: Open - Verification MonitoringStatus: T0608501512Global Id: 02/28/2002Status Date: Open - RemediationStatus: T0608501512Global Id: 06/05/1990Status Date: Open - Site AssessmentStatus: T0608501512Global Id: 02/06/1985Status Date: Open - Case Begin DateStatus: T0608501512Global Id: LUST: Other WorkplanAction: 10/14/2005Date: RESPONSEAction Type: T0608501512Global Id: Proposed PlanAction: 06/07/2011Date: RESPONSEAction Type: T0608501512Global Id: Other WorkplanAction: 04/18/1990Date: RESPONSEAction Type: T0608501512Global Id: Staff Letter - #809240Action: 04/29/2008Date: UNOCAL (Continued)S110060940 TC5308891.2s Page 151 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Gasoline StationClass: 400651File Num: SAN JOSERegion: SAN JOSE HAZMAT: 43-1550Reg Id: LTNKAReg By: 43Facility County Code: CORTESERegion: HIST CORTESE: FA0268030Facility ID: PR0396339Record ID: -121.9327616Longitude: 37.2726542Latitude: UNDERGROUND STORAGE TANK PROGRAM RECORDProgram Description: 2399PE#: SANTA CLARARegion: FA0268030Facility ID: PR0395548Record ID: -121.9327616Longitude: 37.2726542Latitude: GENERATES 100 KG YR TO <5 TONS/YRProgram Description: 2205PE#: SANTA CLARARegion: FA0268030Facility ID: PR0396340Record ID: -121.9327616Longitude: 37.2726542Latitude: HMBP FACILITY, 1-3 CHEMICALSProgram Description: Not reportedPE#: SANTA CLARARegion: FA0259596Facility ID: PR0380374Record ID: -121.932856Longitude: 37.272841Latitude: GENERATES WASTE OIL ONLYProgram Description: 2201PE#: SANTA CLARARegion: FA0259596Facility ID: PR0428584Record ID: UNOCAL (Continued)S110060940 T0608500300Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608500300Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: 2459 ft.HIST CORTESE 0.466 mi.EMI Relative: Lower Actual: 195 ft. 1/4-1/2 SWEEPS USTCAMPBELL, CA 95008 NNE HIST LUST123 UNION AVENUE N/A 97 LUSTSANTA CLARA COUNTY FIRE DEPT S103626177 TC5308891.2s Page 152 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Leak ReportedAction: 02/02/1987Date: OtherAction Type: T0608500300Global Id: CorrespondenceAction: 06/08/1988Date: RESPONSEAction Type: T0608500300Global Id: Unauthorized Release FormAction: 02/02/1987Date: RESPONSEAction Type: T0608500300Global Id: Tank Removal Report / UST Sampling ReportAction: 03/07/1988Date: RESPONSEAction Type: T0608500300Global Id: Notice of Responsibility - #39548Action: 10/26/1987Date: ENFORCEMENTAction Type: T0608500300Global Id: LUST: 4089183400Phone Number: Not reportedEmail: SAN JOSECity: 1555 Berger Drive, Suite 300Address: SANTA CLARA COUNTY LOPOrganization Name: UST CASE WORKERContact Name: Local Agency CaseworkerContact Type: T0608500300Global Id: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608500300Global Id: LUST: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: SANTA CLARA COUNTY LOPLocal Agency: Not reportedRB Case Number: USTCase Worker: 12/30/1988Status Date: Completed - Case ClosedStatus: -121.935801629639Longitude: 37.2854162893042Latitude: SANTA CLARA COUNTY FIRE DEPT (Continued) S103626177 TC5308891.2s Page 153 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: 07S1W35B01FEDR Link ID: 12/30/1988Date Closed: 07S1W35B01FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: Not reportedPollution Characterization Began: 10/21/1987Preliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 07S1W35B01fCase Number: Case ClosedFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: 12/30/1988Status Date: Completed - Case ClosedStatus: T0608500300Global Id: 10/21/1987Status Date: Open - Site AssessmentStatus: T0608500300Global Id: 02/02/1987Status Date: Open - Case Begin DateStatus: T0608500300Global Id: LUST: Other Report / DocumentAction: 02/11/1987Date: RESPONSEAction Type: T0608500300Global Id: CorrespondenceAction: 02/11/1987Date: RESPONSEAction Type: T0608500300Global Id: Closure/No Further Action LetterAction: 11/01/1988Date: ENFORCEMENTAction Type: T0608500300Global Id: SANTA CLARA COUNTY FIRE DEPT (Continued) S103626177 TC5308891.2s Page 154 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0.018NOX - Oxides of Nitrogen Tons/Yr: 0.004Carbon Monoxide Emissions Tons/Yr: 0.0008367Reactive Organic Gases Tons/Yr: 0.001Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 9224SIC Code: BAAir District Name: 19959Facility ID: SFAir Basin: 43County Code: 2011Year: EMI: Not reportedNumber Of Tanks: DIESELContent: PSTG: M.V. FUELTank Use: 07-01-85Active Date: 6000Capacity: ATank Status: 43-008-023279-000002SWRCB Tank Id: 7Owner Tank Id: 02-29-88Created Date: 01-31-94Action Date: 08-13-93Referral Date: 44-026306Board Of Equalization: 4Number: 23279Comp Number: ActiveStatus: 2Number Of Tanks: REG UNLEADEDContent: PSTG: M.V. FUELTank Use: 07-01-85Active Date: 6000Capacity: ATank Status: 43-008-023279-000001SWRCB Tank Id: 6Owner Tank Id: 02-29-88Created Date: 01-31-94Action Date: 08-13-93Referral Date: 44-026306Board Of Equalization: 4Number: 23279Comp Number: ActiveStatus: SWEEPS UST: 1988-12-30 00:00:00Closed Date: 1988-01-01 00:00:00Date Listed: SCVWDOversite Agency: 07S1W35B01SCVWD ID: SANTA CLARA COUNTY FIRE DEPT (Continued)S103626177 TC5308891.2s Page 155 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 19959Facility ID: SFAir Basin: 43County Code: 2015Year: 0.001307646Part. Matter 10 Micrometers and Smllr Tons/Yr: 0.001362132Particulate Matter Tons/Yr: 8.482e-006SOX - Oxides of Sulphur Tons/Yr: 0.018297961NOX - Oxides of Nitrogen Tons/Yr: 0.003978Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 0.00131731Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 9224SIC Code: BAAir District Name: 19959Facility ID: SFAir Basin: 43County Code: 2014Year: 0.001Part. Matter 10 Micrometers and Smllr Tons/Yr: 0.001Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0.018NOX - Oxides of Nitrogen Tons/Yr: 0.004Carbon Monoxide Emissions Tons/Yr: 0.0008367Reactive Organic Gases Tons/Yr: 0.001Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 9224SIC Code: BAAir District Name: 19959Facility ID: SFAir Basin: 43County Code: 2013Year: 0.001Part. Matter 10 Micrometers and Smllr Tons/Yr: 0.0010245901639Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0.018NOX - Oxides of Nitrogen Tons/Yr: 0.004Carbon Monoxide Emissions Tons/Yr: 0.0008367Reactive Organic Gases Tons/Yr: 0.001Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 9224SIC Code: BAAir District Name: 19959Facility ID: SFAir Basin: 43County Code: 2012Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: SANTA CLARA COUNTY FIRE DEPT (Continued)S103626177 TC5308891.2s Page 156 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 43-0241Reg Id: LTNKAReg By: 43Facility County Code: CORTESERegion: HIST CORTESE: 0.000179466Part. Matter 10 Micrometers and Smllr Tons/Yr: 0.000186944Particulate Matter Tons/Yr: 6.068e-006SOX - Oxides of Sulphur Tons/Yr: 0.01309008NOX - Oxides of Nitrogen Tons/Yr: 0.002845799Carbon Monoxide Emissions Tons/Yr: 0.000917494Reactive Organic Gases Tons/Yr: 0.000942383Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 9224SIC Code: BAAir District Name: SANTA CLARA COUNTY FIRE DEPT (Continued) S103626177 1555 Berger Drive, Suite 300Address: SANTA CLARA COUNTY LOPOrganization Name: UST CASE WORKERContact Name: Local Agency CaseworkerContact Type: T0608597466Global Id: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608597466Global Id: LUST: Not reportedSite History: Not reportedPotential Contaminants of Concern: SoilPotential Media Affect: Not reportedLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: SANTA CLARA COUNTY LOPLocal Agency: Not reportedRB Case Number: USTCase Worker: 04/20/1994Status Date: Completed - Case ClosedStatus: -121.940152Longitude: 37.285632Latitude: T0608597466Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608597466Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: 2517 ft. Site 1 of 2 in cluster U 0.477 mi.HIST CORTESE Relative: Lower Actual: 196 ft. 1/4-1/2 SWEEPS USTCAMPBELL, CA 95008 NNW HIST LUST100 GILMAN N/A U98 LUSTBAY AREA MECHANICAL S102425015 TC5308891.2s Page 157 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation SANTA CLARARegion: HIST LUST SANTA CLARA: 07S1W35C03FEDR Link ID: 04/20/1994Date Closed: 07S1W35C03FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: Not reportedPollution Characterization Began: Not reportedPreliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 07S1W35C03fCase Number: Case ClosedFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: 04/20/1994Status Date: Completed - Case ClosedStatus: T0608597466Global Id: 01/01/1991Status Date: Open - Case Begin DateStatus: T0608597466Global Id: LUST: Leak ReportedAction: 01/01/1991Date: OtherAction Type: T0608597466Global Id: Closure/No Further Action LetterAction: 04/20/1994Date: ENFORCEMENTAction Type: T0608597466Global Id: Other Report / DocumentAction: 08/18/1993Date: RESPONSEAction Type: T0608597466Global Id: LUST: 4089183400Phone Number: Not reportedEmail: SAN JOSECity: BAY AREA MECHANICAL (Continued) S102425015 TC5308891.2s Page 158 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 43-0343Reg Id: LTNKAReg By: 43Facility County Code: CORTESERegion: HIST CORTESE: 1Number Of Tanks: REG UNLEADEDContent: PRODUCTSTG: M.V. FUELTank Use: Not reportedActive Date: 1000Capacity: Not reportedTank Status: 43-008-008144-000001SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: Not reportedBoard Of Equalization: Not reportedNumber: 8144Comp Number: Not reportedStatus: SWEEPS UST: 1994-04-20 00:00:00Closed Date: 1992-07-09 00:00:00Date Listed: SCVWDOversite Agency: 07S1W35C03SCVWD ID: 2Region Code: BAY AREA MECHANICAL (Continued) S102425015 Regional Board CaseworkerContact Type: T0608502343Global Id: LUST: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: SANTA CLARA COUNTY LOPLocal Agency: Not reportedRB Case Number: USTCase Worker: 10/25/1997Status Date: Completed - Case ClosedStatus: -121.941471Longitude: 37.285527Latitude: T0608502343Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608502343Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: 2574 ft. 0.488 mi.CA FID UST Relative: Lower Actual: 201 ft. 1/4-1/2 SWEEPS USTCAMPBELL, CA 95008 NNW HIST LUST126 DILLON AVE N/A 99 LUSTFIREMATIC WOLF INDUSTRIAL BLDG S101594651 TC5308891.2s Page 159 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedPollution Remediation Plan Submitted: Not reportedPollution Characterization Began: Not reportedPreliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 07S1W35C04fCase Number: Case ClosedFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: 10/25/1997Status Date: Completed - Case ClosedStatus: T0608502343Global Id: 01/01/1996Status Date: Open - Case Begin DateStatus: T0608502343Global Id: LUST: Leak ReportedAction: 01/01/1996Date: OtherAction Type: T0608502343Global Id: Closure/No Further Action LetterAction: 10/25/1997Date: ENFORCEMENTAction Type: T0608502343Global Id: Other Report / DocumentAction: 10/25/1997Date: RESPONSEAction Type: T0608502343Global Id: LUST: 4089183400Phone Number: Not reportedEmail: SAN JOSECity: 1555 Berger Drive, Suite 300Address: SANTA CLARA COUNTY LOPOrganization Name: UST CASE WORKERContact Name: Local Agency CaseworkerContact Type: T0608502343Global Id: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: FIREMATIC WOLF INDUSTRIAL BLDG (Continued) S101594651 TC5308891.2s Page 160 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: CAMPBELL 95008Mailing City,St,Zip: Not reportedMailing Address 2: 126 DILLON AVEMailing Address: Not reportedMail To: 4083793832Facility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 43012251Facility ID: CA FID UST: 1Number Of Tanks: REG UNLEADEDContent: PSTG: M.V. FUELTank Use: 06-15-93Active Date: 1000Capacity: ATank Status: 43-008-051089-000001SWRCB Tank Id: Not reportedOwner Tank Id: 04-04-91Created Date: 01-21-94Action Date: 06-15-93Referral Date: Not reportedBoard Of Equalization: 2Number: 51089Comp Number: ActiveStatus: SWEEPS UST: 1997-10-25 00:00:00Closed Date: 1997-10-22 00:00:00Date Listed: SCVWDOversite Agency: 07S1W35C04SCVWD ID: 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: 07S1W35C04FEDR Link ID: 10/25/1997Date Closed: 07S1W35C04FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: FIREMATIC WOLF INDUSTRIAL BLDG (Continued) S101594651 TC5308891.2s Page 161 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: 04/25/2002Completed Date: Phase 1Completed Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 04/25/2002Completed Date: Phase I VerificationCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 71003079Alias Name: EPA (FRS #)Alias Type: 110001197106Alias Name: EPA Identification NumberAlias Type: CAD982487571Alias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: NONE SPECIFIEDPotential COC: NONE SPECIFIEDPast Use: NONE SPECIFIEDAPN: -121.9404Longitude: 37.28585Latitude: Not reportedFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 15Senate: 28Assembly: Cleanup BerkeleyDivision Branch: Mark PirosSupervisor: Not reportedProgram Manager: NONE SPECIFIEDLead Agency: NONE SPECIFIEDRegulatory Agencies: NONPL: 0Acres: Tiered PermitSite Type Detailed: Tiered PermitSite Type: Not reportedSite Code: 04/25/2002Status Date: No Action RequiredStatus: 71003079Facility ID: ENVIROSTOR: 2606 ft. Site 2 of 2 in cluster U 0.494 mi. Relative: Lower Actual: 199 ft. 1/4-1/2 CAMPBELL, CA 95008 NNW 101 GILMAN AVENUE N/A U100 ENVIROSTORETCHED MEDIA CORP.S118757440 TC5308891.2s Page 162 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Revised Date: Not reportedSchedule Due Date: ETCHED MEDIA CORP. (Continued)S118757440 T0608502119Global Id: Staff Letter - #19822Action: 11/19/1998Date: ENFORCEMENTAction Type: T0608502119Global Id: Notice of Responsibility - #39392Action: 09/24/1998Date: ENFORCEMENTAction Type: T0608502119Global Id: LUST: 4089183400Phone Number: Not reportedEmail: SAN JOSECity: 1555 Berger Drive, Suite 300Address: SANTA CLARA COUNTY LOPOrganization Name: UST CASE WORKERContact Name: Local Agency CaseworkerContact Type: T0608502119Global Id: Not reportedPhone Number: Not reportedEmail: OAKLANDCity: 1515 CLAY ST SUITE 1400Address: SAN FRANCISCO BAY RWQCB (REGION 2)Organization Name: Regional Water BoardContact Name: Regional Board CaseworkerContact Type: T0608502119Global Id: LUST: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedLocal Case Number: All Files are on GeoTracker or in the Local Agency DatabaseFile Location: SANTA CLARA COUNTY LOPLocal Agency: Not reportedRB Case Number: USTCase Worker: 10/29/1999Status Date: Completed - Case ClosedStatus: -121.945860385895Longitude: 37.2735747113725Latitude: T0608502119Global Id: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608502119Geo Track: LUST Cleanup SiteCase Type: SANTA CLARA COUNTY LOPLead Agency: LUST: 2615 ft. 0.495 mi. Relative: Higher Actual: 223 ft. 1/4-1/2 CAMPBELL, CA 95008 SW HIST LUST175 S CURTNER AVE N/A 101 LUSTWSP TRUCKING S104541991 TC5308891.2s Page 163 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedPollution Characterization Began: 3/12/1985Preliminary Site Assesment Began: Not reportedPrelim. Site Assesment Wokplan Submitted: LUSTOversight Program: Not reportedDate Leak Confirmed: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Discovered: 08S1W02D01fCase Number: Case ClosedFacility Status: Not reportedFacility Id: 2Region: LUST REG 2: 10/29/1999Status Date: Completed - Case ClosedStatus: T0608502119Global Id: 03/12/1985Status Date: Open - Site AssessmentStatus: T0608502119Global Id: 03/12/1985Status Date: Open - Case Begin DateStatus: T0608502119Global Id: LUST: Other Report / DocumentAction: 10/29/1999Date: RESPONSEAction Type: T0608502119Global Id: Preliminary Site Assessment ReportAction: 06/15/1999Date: RESPONSEAction Type: T0608502119Global Id: Soil and Water Investigation WorkplanAction: 12/21/1998Date: RESPONSEAction Type: T0608502119Global Id: Closure/No Further Action LetterAction: 10/29/1999Date: ENFORCEMENTAction Type: T0608502119Global Id: Leak ReportedAction: 08/15/1985Date: OtherAction Type: T0608502119Global Id: Staff Letter - #19824Action: 04/27/1999Date: ENFORCEMENTAction Type: WSP TRUCKING (Continued)S104541991 TC5308891.2s Page 164 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1999-10-29 00:00:00Closed Date: 1998-09-14 00:00:00Date Listed: SCVWDOversite Agency: 08S1W02D01SCVWD ID: 2Region Code: SANTA CLARARegion: HIST LUST SANTA CLARA: 08S1W02D01FEDR Link ID: 10/29/1999Date Closed: 08S1W02D01FSCVWD ID: SANTA CLARARegion: LUST SANTA CLARA: Not reportedDate Post Remedial Action Monitoring Began: Not reportedDate Remediation Action Underway: Not reportedPollution Remediation Plan Submitted: WSP TRUCKING (Continued)S104541991 Not reportedIncident Description: Not reportedIssue Date: Not reportedDischarge Date: Not reportedFacility Type: Not reportedBoard File Number: Not reportedStaff Initials: Not reportedDate Reported: NOTIFY 65: 3242 ft. 0.614 mi. Relative: Higher Actual: 228 ft. 1/2-1 SAN JOSE, CA 93212 South 3145 SOUTH BASCOM AVE. N/A 102 Notify 65UNOCAL SERVICE STATION #4328 S100179600 15Senate: 28Assembly: Cleanup BerkeleyDivision Branch: Referred - Not AssignedSupervisor: Not reportedProgram Manager: RWQCB 2 - San Francisco BayLead Agency: RWQCB 2 - San Francisco BayRegulatory Agencies: NONPL: 1Acres: EvaluationSite Type Detailed: EvaluationSite Type: Not reportedSite Code: 03/06/2002Status Date: Refer: RWQCBStatus: 43420008Facility ID: ENVIROSTOR: 3467 ft. 0.657 mi. Relative: Lower Actual: 195 ft. 1/2-1 CAMPBELL, CA 95008 North 535 REDECK WAY / 159 ORCHARD OAK CIRCLE N/A 103 ENVIROSTORNOBLE PROPERTIES S105756719 TC5308891.2s Page 165 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Site cleaned up under RWQCB oversight.Comments: 02/13/1998Completed Date: Site ScreeningCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Site was clened up under RWQCB oversightComments: 03/06/2002Completed Date: Preliminary Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 43420008Alias Name: EPA Identification NumberAlias Type: CAD981990021Alias Name: Alternate NameAlias Type: NOBLE PROPERTIESAlias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: * UNSPECIFIED SOLVENT MIXTURES * WASTE OIL & MIXED OILPotential COC: NONE SPECIFIEDPast Use: NONE SPECIFIEDAPN: -121.9392Longitude: 37.28826Latitude: Not reportedFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: NOBLE PROPERTIES (Continued)S105756719 Not reportedIncident Description: Not reportedIssue Date: Not reportedDischarge Date: Not reportedFacility Type: Not reportedBoard File Number: Not reportedStaff Initials: Not reportedDate Reported: NOTIFY 65: 4339 ft. 0.822 mi. Relative: Lower Actual: 199 ft. 1/2-1 CAMPBELL, CA 93040 NW 2015 WINCHESTER BOULEVARD N/A 104 Notify 65ARCO SERVICE STATION #6147 S100179012 TC5308891.2s Page 166 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PROJECT WIDECompleted Area Name: FACILITY IDENTIFIED REFERRED BY RWQCBComments: 08/03/1981Completed Date: * DiscoveryCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 43360018Alias Name: HWTS Identification CodeAlias Type: CAX000042598Alias Name: EPA (FRS #)Alias Type: 110002682598Alias Name: EPA Identification NumberAlias Type: CAD981368400Alias Name: APNAlias Type: 424-01-095Alias Name: Alternate NameAlias Type: SAN JOSE PEST CONTROLAlias Name: Alternate NameAlias Type: RMK MANUFACTURINGAlias Name: Alternate NameAlias Type: H&H MACHINE SHOPAlias Name: Alternate NameAlias Type: AMERICAN AUTOMATED INDUSTRIESAlias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: NONE SPECIFIEDPotential COC: NONE SPECIFIEDPast Use: 424-01-095APN: -121.9517Longitude: 37.26905Latitude: Not reportedFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 15Senate: 28Assembly: Cleanup BerkeleyDivision Branch: Referred - Not AssignedSupervisor: Not reportedProgram Manager: NONE SPECIFIEDLead Agency: NONE SPECIFIEDRegulatory Agencies: NONPL: Not reportedAcres: * HistoricalSite Type Detailed: HistoricalSite Type: Not reportedSite Code: 06/08/1994Status Date: Refer: RWQCBStatus: 43360018Facility ID: ENVIROSTOR: 4920 ft. 0.932 mi. Relative: Higher Actual: 232 ft. 1/2-1 ENFCAMPBELL, CA 95008 SW EMI1190 DELL AVENUE N/A 105 ENVIROSTORVALET ORGANIZERS INC S100186287 TC5308891.2s Page 167 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 2499SIC Code: BAAir District Name: 18238Facility ID: SFAir Basin: 43County Code: 2009Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: .2731304Reactive Organic Gases Tons/Yr: .675Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 2499SIC Code: BAAir District Name: 18238Facility ID: SFAir Basin: 43County Code: 2008Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: .5867304Reactive Organic Gases Tons/Yr: 1.459Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 2499SIC Code: BAAir District Name: 18238Facility ID: SFAir Basin: 43County Code: 2007Year: EMI: Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Industries. PA by EPA 12/01/86. Site Screening Done: Letter from SF RWQCB addressed to American AutoComments: 03/18/1987Completed Date: Site ScreeningCompleted Document Type: Not reportedCompleted Sub Area Name: VALET ORGANIZERS INC (Continued)S100186287 TC5308891.2s Page 168 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Carbon Monoxide Emissions Tons/Yr: 0.1383304Reactive Organic Gases Tons/Yr: 0.338Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 2499SIC Code: BAAir District Name: 18238Facility ID: SFAir Basin: 43County Code: 2012Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.1383304Reactive Organic Gases Tons/Yr: 0.338Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 2499SIC Code: BAAir District Name: 18238Facility ID: SFAir Basin: 43County Code: 2011Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.13833039999999999Reactive Organic Gases Tons/Yr: 0.33800000000000002Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 2499SIC Code: BAAir District Name: 18238Facility ID: SFAir Basin: 43County Code: 2010Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.2731304Reactive Organic Gases Tons/Yr: 0.67500000000000004Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: VALET ORGANIZERS INC (Continued)S100186287 TC5308891.2s Page 169 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.900850701Reactive Organic Gases Tons/Yr: 0.900850701Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 2499SIC Code: BAAir District Name: 18238Facility ID: SFAir Basin: 43County Code: 2015Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 0.921171702Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 2499SIC Code: BAAir District Name: 18238Facility ID: SFAir Basin: 43County Code: 2014Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0.1383304Reactive Organic Gases Tons/Yr: 0.338Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: BAY AREA AQMDAir District Name: 2499SIC Code: BAAir District Name: 18238Facility ID: SFAir Basin: 43County Code: 2013Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: VALET ORGANIZERS INC (Continued)S100186287 TC5308891.2s Page 170 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedWDR Review - Rescind: Not reportedWDR Review - Revise/Renew: Not reportedWDR Review - Amend: Not reportedTermination Date: Not reportedExpiration/Review Date: Not reportedEffective Date: 02/21/2013Status Date: Never ActiveStatus: Not reportedApplication Fee Amt Received: Not reported301H: Not reportedDredge Fill Fee: Not reportedReclamation: Not reportedNpdes Type: Not reportedMajor-Minor: Not reportedNpdes# CA#: Not reportedOrder #: 2Region: UnregulatedReg Measure Type: 167031Reg Measure Id: 2 438555N01WDID: 1# Of Programs: UNREGSProgram Category2: UNREGSProgram Category1: UNREGSProgram: Not reportedFacility Waste Type 4: Not reportedFacility Waste Type 3: Not reportedFacility Waste Type 2: Not reportedFacility Waste Type: Not reportedPretreatment: Not reportedComplexity: Not reportedThreat To Water Quality: Not reportedDesign Flow: Reg MeasSource Of Facility: 1# Of Places: Not reportedNAICS Desc 3: Not reportedNAICS Code 3: Not reportedNAICS Desc 2: Not reportedNAICS Code 2: Not reportedNAICS Desc 1: Not reportedNAICS Code 1: Not reportedSIC Desc 3: Not reportedSIC Code 3: Not reportedSIC Desc 2: Not reportedSIC Code 2: Not reportedSIC Desc 1: Not reportedSIC Code 1: Not reportedPlace Longitude: Not reportedPlace Latitude: 1# Of Agencies: Privately-Owned BusinessAgency Type: Not reportedFacility Type: Not reportedPlace Subtype: FacilityPlace Type: South Bay Development CompanyAgency Name: 219521Facility Id: 2Region: ENF: VALET ORGANIZERS INC (Continued)S100186287 TC5308891.2s Page 171 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation $0.00Total $ Paid/Completed Amount: $0.00Project $ Completed: $0.00Liability $ Paid: $0.00Project $ Amount: $0.00Liability $ Amount: $0.00Initial Assessed Amount: $0.00Total Assessment Amount: 1# Of Programs1: Not reportedLatest Milestone Completion Date: UNREGSProgram: Not reportedDescription: Enforcement - 2 438555N01Title: HistoricalStatus: Not reportedEPL Issuance Date: Not reportedACL Issuance Date: 07/27/1999Termination Date: Not reportedAchieve Date: Not reportedAdoption/Issuance Date: 07/27/1999Effective Date: Staff Enforcement LetterEnforcement Action Type: UNKNOWNOrder / Resolution Number: 2Region: 227438Enforcement Id(EID): PassiveDirection/Voice: Not reportedFee Code: IIndividual/General: NStatus Enrollee: Not reportedWDR Review - Planned: Not reportedWDR Review - Pending: Not reportedWDR Review - No Action Required: VALET ORGANIZERS INC (Continued) S100186287 TC5308891.2s Page 172 ORPHAN SUMMARYCityEDR IDSite NameSite AddressZipDatabase(s)Count: 0 records.NO SITES FOUNDTC5308891.2s Page 173 To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a monthly or quarterly basis, as required. Number of Days to Update:Provides confirmation that EDR is reporting records that have been updated within 90 days from the date the government agency made the information available to the public. STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL: National Priority List National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA’s Environmental Photographic Interpretation Center (EPIC) and regional EPA offices. Date of Government Version: 12/11/2017 Date Data Arrived at EDR: 12/22/2017 Date Made Active in Reports: 01/05/2018 Number of Days to Update: 14 Source: EPA Telephone: N/A Last EDR Contact: 04/27/2018 Next Scheduled EDR Contact: 07/16/2018 Data Release Frequency: Quarterly NPL Site Boundaries Sources: EPA’s Environmental Photographic Interpretation Center (EPIC) Telephone: 202-564-7333 EPA Region 1 EPA Region 6 Telephone 617-918-1143 Telephone: 214-655-6659 EPA Region 3 EPA Region 7 Telephone 215-814-5418 Telephone: 913-551-7247 EPA Region 4 EPA Region 8 Telephone 404-562-8033 Telephone: 303-312-6774 EPA Region 5 EPA Region 9 Telephone 312-886-6686 Telephone: 415-947-4246 EPA Region 10 Telephone 206-553-8665 Proposed NPL: Proposed National Priority List Sites A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule in the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places on the NPL those sites that continue to meet the requirements for listing. Date of Government Version: 12/11/2017 Date Data Arrived at EDR: 12/22/2017 Date Made Active in Reports: 01/05/2018 Number of Days to Update: 14 Source: EPA Telephone: N/A Last EDR Contact: 04/27/2018 Next Scheduled EDR Contact: 07/16/2018 Data Release Frequency: Quarterly NPL LIENS: Federal Superfund Liens Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens. Date of Government Version: 10/15/1991 Date Data Arrived at EDR: 02/02/1994 Date Made Active in Reports: 03/30/1994 Number of Days to Update: 56 Source: EPA Telephone: 202-564-4267 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: No Update Planned TC5308891.2s Page GR-1 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Federal Delisted NPL site list Delisted NPL: National Priority List Deletions The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the NPL where no further response is appropriate. Date of Government Version: 12/11/2017 Date Data Arrived at EDR: 12/22/2017 Date Made Active in Reports: 01/05/2018 Number of Days to Update: 14 Source: EPA Telephone: N/A Last EDR Contact: 04/27/2018 Next Scheduled EDR Contact: 07/16/2018 Data Release Frequency: Quarterly Federal CERCLIS list FEDERAL FACILITY: Federal Facility Site Information listing A listing of National Priority List (NPL) and Base Realignment and Closure (BRAC) sites found in the Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) Database where EPA Federal Facilities Restoration and Reuse Office is involved in cleanup activities. Date of Government Version: 11/07/2016 Date Data Arrived at EDR: 01/05/2017 Date Made Active in Reports: 04/07/2017 Number of Days to Update: 92 Source: Environmental Protection Agency Telephone: 703-603-8704 Last EDR Contact: 04/06/2018 Next Scheduled EDR Contact: 07/16/2018 Data Release Frequency: Varies SEMS: Superfund Enterprise Management System SEMS (Superfund Enterprise Management System) tracks hazardous waste sites, potentially hazardous waste sites, and remedial activities performed in support of EPA’s Superfund Program across the United States. The list was formerly know as CERCLIS, renamed to SEMS by the EPA in 2015. The list contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). This dataset also contains sites which are either proposed to or on the National Priorities List (NPL) and the sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Government Version: 01/09/2018 Date Data Arrived at EDR: 02/06/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 66 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 04/27/2018 Next Scheduled EDR Contact: 07/30/2018 Data Release Frequency: Quarterly Federal CERCLIS NFRAP site list SEMS-ARCHIVE: Superfund Enterprise Management System Archive TC5308891.2s Page GR-2 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING SEMS-ARCHIVE (Superfund Enterprise Management System Archive) tracks sites that have no further interest under the Federal Superfund Program based on available information. The list was formerly known as the CERCLIS-NFRAP, renamed to SEMS ARCHIVE by the EPA in 2015. EPA may perform a minimal level of assessment work at a site while it is archived if site conditions change and/or new information becomes available. Archived sites have been removed and archived from the inventory of SEMS sites. Archived status indicates that, to the best of EPA’s knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list the site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time. The decision does not necessarily mean that there is no hazard associated with a given site; it only means that. based upon available information, the location is not judged to be potential NPL site. Date of Government Version: 01/09/2018 Date Data Arrived at EDR: 02/06/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 66 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 04/27/2018 Next Scheduled EDR Contact: 07/30/2018 Data Release Frequency: Quarterly Federal RCRA CORRACTS facilities list CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. Date of Government Version: 12/11/2017 Date Data Arrived at EDR: 12/26/2017 Date Made Active in Reports: 02/09/2018 Number of Days to Update: 45 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 03/28/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF: RCRA - Treatment, Storage and Disposal RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the waste. TSDFs treat, store, or dispose of the waste. Date of Government Version: 12/11/2017 Date Data Arrived at EDR: 12/26/2017 Date Made Active in Reports: 02/09/2018 Number of Days to Update: 45 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 03/28/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly Federal RCRA generators list RCRA-LQG: RCRA - Large Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month. Date of Government Version: 12/11/2017 Date Data Arrived at EDR: 12/26/2017 Date Made Active in Reports: 02/09/2018 Number of Days to Update: 45 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 03/28/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly TC5308891.2s Page GR-3 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING RCRA-SQG: RCRA - Small Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. Date of Government Version: 12/11/2017 Date Data Arrived at EDR: 12/26/2017 Date Made Active in Reports: 02/09/2018 Number of Days to Update: 45 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 03/28/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly RCRA-CESQG: RCRA - Conditionally Exempt Small Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators (CESQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Date of Government Version: 12/11/2017 Date Data Arrived at EDR: 12/26/2017 Date Made Active in Reports: 02/09/2018 Number of Days to Update: 45 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 03/28/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly Federal institutional controls / engineering controls registries LUCIS: Land Use Control Information System LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure properties. Date of Government Version: 02/16/2018 Date Data Arrived at EDR: 02/22/2018 Date Made Active in Reports: 05/11/2018 Number of Days to Update: 78 Source: Department of the Navy Telephone: 843-820-7326 Last EDR Contact: 05/09/2018 Next Scheduled EDR Contact: 08/27/2018 Data Release Frequency: Varies US ENG CONTROLS: Engineering Controls Sites List A listing of sites with engineering controls in place. Engineering controls include various forms of caps, building foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health. Date of Government Version: 02/13/2018 Date Data Arrived at EDR: 02/27/2018 Date Made Active in Reports: 05/11/2018 Number of Days to Update: 73 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 02/27/2018 Next Scheduled EDR Contact: 06/11/2018 Data Release Frequency: Varies US INST CONTROL: Sites with Institutional Controls A listing of sites with institutional controls in place. Institutional controls include administrative measures, such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally required as part of the institutional controls. Date of Government Version: 02/13/2018 Date Data Arrived at EDR: 02/27/2018 Date Made Active in Reports: 05/11/2018 Number of Days to Update: 73 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 02/27/2018 Next Scheduled EDR Contact: 06/11/2018 Data Release Frequency: Varies TC5308891.2s Page GR-4 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Federal ERNS list ERNS: Emergency Response Notification System Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version: 01/16/2018 Date Data Arrived at EDR: 01/19/2018 Date Made Active in Reports: 03/23/2018 Number of Days to Update: 63 Source: National Response Center, United States Coast Guard Telephone: 202-267-2180 Last EDR Contact: 03/27/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly State- and tribal - equivalent NPL RESPONSE: State Response Sites Identifies confirmed release sites where DTSC is involved in remediation, either in a lead or oversight capacity. These confirmed release sites are generally high-priority and high potential risk. Date of Government Version: 01/30/2018 Date Data Arrived at EDR: 01/31/2018 Date Made Active in Reports: 03/19/2018 Number of Days to Update: 47 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 05/02/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Quarterly State- and tribal - equivalent CERCLIS ENVIROSTOR: EnviroStor Database The Department of Toxic Substances Control’s (DTSC’s) Site Mitigation and Brownfields Reuse Program’s (SMBRP’s) EnviroStor database identifes sites that have known contamination or sites for which there may be reasons to investigate further. The database includes the following site types: Federal Superfund sites (National Priorities List (NPL)); State Response, including Military Facilities and State Superfund; Voluntary Cleanup; and School sites. EnviroStor provides similar information to the information that was available in CalSites, and provides additional site information, including, but not limited to, identification of formerly-contaminated properties that have been released for reuse, properties where environmental deed restrictions have been recorded to prevent inappropriate land uses, and risk characterization information that is used to assess potential impacts to public health and the environment at contaminated sites. Date of Government Version: 01/30/2018 Date Data Arrived at EDR: 01/31/2018 Date Made Active in Reports: 03/19/2018 Number of Days to Update: 47 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 05/02/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Quarterly State and tribal landfill and/or solid waste disposal site lists SWF/LF (SWIS): Solid Waste Information System Active, Closed and Inactive Landfills. SWF/LF records typically contain an inve ntory of solid waste disposal facilities or landfills. These may be active or i nactive facilities or open dumps that failed to meet RCRA Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version: 02/12/2018 Date Data Arrived at EDR: 02/14/2018 Date Made Active in Reports: 04/03/2018 Number of Days to Update: 48 Source: Department of Resources Recycling and Recovery Telephone: 916-341-6320 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 08/27/2018 Data Release Frequency: Quarterly State and tribal leaking storage tank lists TC5308891.2s Page GR-5 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING LUST REG 7: Leaking Underground Storage Tank Case Listing Leaking Underground Storage Tank locations. Imperial, Riverside, San Diego, Santa Barbara counties. Date of Government Version: 02/26/2004 Date Data Arrived at EDR: 02/26/2004 Date Made Active in Reports: 03/24/2004 Number of Days to Update: 27 Source: California Regional Water Quality Control Board Colorado River Basin Region (7) Telephone: 760-776-8943 Last EDR Contact: 08/01/2011 Next Scheduled EDR Contact: 11/14/2011 Data Release Frequency: No Update Planned LUST: Leaking Underground Fuel Tank Report (GEOTRACKER) Leaking Underground Storage Tank (LUST) Sites included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater. Date of Government Version: 03/12/2018 Date Data Arrived at EDR: 03/14/2018 Date Made Active in Reports: 03/21/2018 Number of Days to Update: 7 Source: State Water Resources Control Board Telephone: see region list Last EDR Contact: 03/14/2018 Next Scheduled EDR Contact: 06/25/2018 Data Release Frequency: Quarterly LUST REG 9: Leaking Underground Storage Tank Report Orange, Riverside, San Diego counties. For more current information, please refer to the State Water Resources Control Board’s LUST database. Date of Government Version: 03/01/2001 Date Data Arrived at EDR: 04/23/2001 Date Made Active in Reports: 05/21/2001 Number of Days to Update: 28 Source: California Regional Water Quality Control Board San Diego Region (9) Telephone: 858-637-5595 Last EDR Contact: 09/26/2011 Next Scheduled EDR Contact: 01/09/2012 Data Release Frequency: No Update Planned LUST REG 8: Leaking Underground Storage Tanks California Regional Water Quality Control Board Santa Ana Region (8). For more current information, please refer to the State Water Resources Control Board’s LUST database. Date of Government Version: 02/14/2005 Date Data Arrived at EDR: 02/15/2005 Date Made Active in Reports: 03/28/2005 Number of Days to Update: 41 Source: California Regional Water Quality Control Board Santa Ana Region (8) Telephone: 909-782-4496 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: Varies LUST REG 6V: Leaking Underground Storage Tank Case Listing Leaking Underground Storage Tank locations. Inyo, Kern, Los Angeles, Mono, San Bernardino counties. Date of Government Version: 06/07/2005 Date Data Arrived at EDR: 06/07/2005 Date Made Active in Reports: 06/29/2005 Number of Days to Update: 22 Source: California Regional Water Quality Control Board Victorville Branch Office (6) Telephone: 760-241-7365 Last EDR Contact: 09/12/2011 Next Scheduled EDR Contact: 12/26/2011 Data Release Frequency: No Update Planned LUST REG 6L: Leaking Underground Storage Tank Case Listing For more current information, please refer to the State Water Resources Control Board’s LUST database. Date of Government Version: 09/09/2003 Date Data Arrived at EDR: 09/10/2003 Date Made Active in Reports: 10/07/2003 Number of Days to Update: 27 Source: California Regional Water Quality Control Board Lahontan Region (6) Telephone: 530-542-5572 Last EDR Contact: 09/12/2011 Next Scheduled EDR Contact: 12/26/2011 Data Release Frequency: No Update Planned LUST REG 5: Leaking Underground Storage Tank Database Leaking Underground Storage Tank locations. Alameda, Alpine, Amador, Butte, Colusa, Contra Costa, Calveras, El Dorado, Fresno, Glenn, Kern, Kings, Lake, Lassen, Madera, Mariposa, Merced, Modoc, Napa, Nevada, Placer, Plumas, Sacramento, San Joaquin, Shasta, Solano, Stanislaus, Sutter, Tehama, Tulare, Tuolumne, Yolo, Yuba counties. TC5308891.2s Page GR-6 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 07/01/2008 Date Data Arrived at EDR: 07/22/2008 Date Made Active in Reports: 07/31/2008 Number of Days to Update: 9 Source: California Regional Water Quality Control Board Central Valley Region (5) Telephone: 916-464-4834 Last EDR Contact: 07/01/2011 Next Scheduled EDR Contact: 10/17/2011 Data Release Frequency: No Update Planned LUST REG 4: Underground Storage Tank Leak List Los Angeles, Ventura counties. For more current information, please refer to the State Water Resources Control Board’s LUST database. Date of Government Version: 09/07/2004 Date Data Arrived at EDR: 09/07/2004 Date Made Active in Reports: 10/12/2004 Number of Days to Update: 35 Source: California Regional Water Quality Control Board Los Angeles Region (4) Telephone: 213-576-6710 Last EDR Contact: 09/06/2011 Next Scheduled EDR Contact: 12/19/2011 Data Release Frequency: No Update Planned LUST REG 3: Leaking Underground Storage Tank Database Leaking Underground Storage Tank locations. Monterey, San Benito, San Luis Obispo, Santa Barbara, Santa Cruz counties. Date of Government Version: 05/19/2003 Date Data Arrived at EDR: 05/19/2003 Date Made Active in Reports: 06/02/2003 Number of Days to Update: 14 Source: California Regional Water Quality Control Board Central Coast Region (3) Telephone: 805-542-4786 Last EDR Contact: 07/18/2011 Next Scheduled EDR Contact: 10/31/2011 Data Release Frequency: No Update Planned LUST REG 2: Fuel Leak List Leaking Underground Storage Tank locations. Alameda, Contra Costa, Marin, Napa, San Francisco, San Mateo, Santa Clara, Solano, Sonoma counties. Date of Government Version: 09/30/2004 Date Data Arrived at EDR: 10/20/2004 Date Made Active in Reports: 11/19/2004 Number of Days to Update: 30 Source: California Regional Water Quality Control Board San Francisco Bay Region (2) Telephone: 510-622-2433 Last EDR Contact: 09/19/2011 Next Scheduled EDR Contact: 01/02/2012 Data Release Frequency: Quarterly LUST REG 1: Active Toxic Site Investigation Del Norte, Humboldt, Lake, Mendocino, Modoc, Siskiyou, Sonoma, Trinity counties. For more current information, please refer to the State Water Resources Control Board’s LUST database. Date of Government Version: 02/01/2001 Date Data Arrived at EDR: 02/28/2001 Date Made Active in Reports: 03/29/2001 Number of Days to Update: 29 Source: California Regional Water Quality Control Board North Coast (1) Telephone: 707-570-3769 Last EDR Contact: 08/01/2011 Next Scheduled EDR Contact: 11/14/2011 Data Release Frequency: No Update Planned INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming. Date of Government Version: 10/12/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA Region 8 Telephone: 303-312-6271 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Arizona, California, New Mexico and Nevada Date of Government Version: 09/30/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: Environmental Protection Agency Telephone: 415-972-3372 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies TC5308891.2s Page GR-7 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho, Oregon and Washington. Date of Government Version: 10/24/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land. Date of Government Version: 10/14/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA Region 1 Telephone: 617-918-1313 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Florida, Mississippi and North Carolina. Date of Government Version: 10/14/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA Region 4 Telephone: 404-562-8677 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in New Mexico and Oklahoma. Date of Government Version: 01/06/2018 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA Region 6 Telephone: 214-665-6597 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin. Date of Government Version: 10/16/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA, Region 5 Telephone: 312-886-7439 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Iowa, Kansas, and Nebraska Date of Government Version: 10/12/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies CPS-SLIC: Statewide SLIC Cases (GEOTRACKER) Cleanup Program Sites (CPS; also known as Site Cleanups [SC] and formerly known as Spills, Leaks, Investigations, and Cleanups [SLIC] sites) included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater. Date of Government Version: 03/12/2018 Date Data Arrived at EDR: 03/14/2018 Date Made Active in Reports: 03/21/2018 Number of Days to Update: 7 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 12/12/2018 Next Scheduled EDR Contact: 06/25/2018 Data Release Frequency: Varies TC5308891.2s Page GR-8 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING SLIC REG 1: Active Toxic Site Investigations The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 04/03/2003 Date Data Arrived at EDR: 04/07/2003 Date Made Active in Reports: 04/25/2003 Number of Days to Update: 18 Source: California Regional Water Quality Control Board, North Coast Region (1) Telephone: 707-576-2220 Last EDR Contact: 08/01/2011 Next Scheduled EDR Contact: 11/14/2011 Data Release Frequency: No Update Planned SLIC REG 2: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 09/30/2004 Date Data Arrived at EDR: 10/20/2004 Date Made Active in Reports: 11/19/2004 Number of Days to Update: 30 Source: Regional Water Quality Control Board San Francisco Bay Region (2) Telephone: 510-286-0457 Last EDR Contact: 09/19/2011 Next Scheduled EDR Contact: 01/02/2012 Data Release Frequency: Quarterly SLIC REG 3: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 05/18/2006 Date Data Arrived at EDR: 05/18/2006 Date Made Active in Reports: 06/15/2006 Number of Days to Update: 28 Source: California Regional Water Quality Control Board Central Coast Region (3) Telephone: 805-549-3147 Last EDR Contact: 07/18/2011 Next Scheduled EDR Contact: 10/31/2011 Data Release Frequency: Semi-Annually SLIC REG 4: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 11/17/2004 Date Data Arrived at EDR: 11/18/2004 Date Made Active in Reports: 01/04/2005 Number of Days to Update: 47 Source: Region Water Quality Control Board Los Angeles Region (4) Telephone: 213-576-6600 Last EDR Contact: 07/01/2011 Next Scheduled EDR Contact: 10/17/2011 Data Release Frequency: Varies SLIC REG 5: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 04/01/2005 Date Data Arrived at EDR: 04/05/2005 Date Made Active in Reports: 04/21/2005 Number of Days to Update: 16 Source: Regional Water Quality Control Board Central Valley Region (5) Telephone: 916-464-3291 Last EDR Contact: 09/12/2011 Next Scheduled EDR Contact: 12/26/2011 Data Release Frequency: Semi-Annually SLIC REG 6V: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 05/24/2005 Date Data Arrived at EDR: 05/25/2005 Date Made Active in Reports: 06/16/2005 Number of Days to Update: 22 Source: Regional Water Quality Control Board, Victorville Branch Telephone: 619-241-6583 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: Semi-Annually TC5308891.2s Page GR-9 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING SLIC REG 6L: SLIC Sites The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 09/07/2004 Date Data Arrived at EDR: 09/07/2004 Date Made Active in Reports: 10/12/2004 Number of Days to Update: 35 Source: California Regional Water Quality Control Board, Lahontan Region Telephone: 530-542-5574 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: No Update Planned SLIC REG 7: SLIC List The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 11/24/2004 Date Data Arrived at EDR: 11/29/2004 Date Made Active in Reports: 01/04/2005 Number of Days to Update: 36 Source: California Regional Quality Control Board, Colorado River Basin Region Telephone: 760-346-7491 Last EDR Contact: 08/01/2011 Next Scheduled EDR Contact: 11/14/2011 Data Release Frequency: No Update Planned SLIC REG 8: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 04/03/2008 Date Data Arrived at EDR: 04/03/2008 Date Made Active in Reports: 04/14/2008 Number of Days to Update: 11 Source: California Region Water Quality Control Board Santa Ana Region (8) Telephone: 951-782-3298 Last EDR Contact: 09/12/2011 Next Scheduled EDR Contact: 12/26/2011 Data Release Frequency: Semi-Annually SLIC REG 9: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 09/10/2007 Date Data Arrived at EDR: 09/11/2007 Date Made Active in Reports: 09/28/2007 Number of Days to Update: 17 Source: California Regional Water Quality Control Board San Diego Region (9) Telephone: 858-467-2980 Last EDR Contact: 08/08/2011 Next Scheduled EDR Contact: 11/21/2011 Data Release Frequency: Annually State and tribal registered storage tank lists FEMA UST: Underground Storage Tank Listing A listing of all FEMA owned underground storage tanks. Date of Government Version: 05/15/2017 Date Data Arrived at EDR: 05/30/2017 Date Made Active in Reports: 10/13/2017 Number of Days to Update: 136 Source: FEMA Telephone: 202-646-5797 Last EDR Contact: 04/13/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: Varies UST CLOSURE: Proposed Closure of Underground Storage Tank (UST) Cases UST cases that are being considered for closure by either the State Water Resources Control Board or the Executive Director have been posted for a 60-day public comment period. UST Case Closures being proposed for consideration by the State Water Resources Control Board. These are primarily UST cases that meet closure criteria under the decisional framework in State Water Board Resolution No. 92-49 and other Board orders. UST Case Closures proposed for consideration by the Executive Director pursuant to State Water Board Resolution No. 2012-0061. These are cases that meet the criteria of the Low-Threat UST Case Closure Policy. UST Case Closure Review Denials and Approved Orders. TC5308891.2s Page GR-10 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 03/08/2018 Date Data Arrived at EDR: 03/14/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 51 Source: State Water Resources Control Board Telephone: 916-327-7844 Last EDR Contact: 03/14/2018 Next Scheduled EDR Contact: 06/25/2018 Data Release Frequency: Varies MILITARY UST SITES: Military UST Sites (GEOTRACKER) Military ust sites Date of Government Version: 03/12/2018 Date Data Arrived at EDR: 03/14/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 51 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 12/12/2018 Next Scheduled EDR Contact: 06/25/2018 Data Release Frequency: Varies UST: Active UST Facilities Active UST facilities gathered from the local regulatory agencies Date of Government Version: 03/12/2018 Date Data Arrived at EDR: 03/14/2018 Date Made Active in Reports: 03/29/2018 Number of Days to Update: 15 Source: SWRCB Telephone: 916-341-5851 Last EDR Contact: 03/14/2018 Next Scheduled EDR Contact: 06/25/2018 Data Release Frequency: Semi-Annually AST: Aboveground Petroleum Storage Tank Facilities A listing of aboveground storage tank petroleum storage tank locations. Date of Government Version: 07/06/2016 Date Data Arrived at EDR: 07/12/2016 Date Made Active in Reports: 09/19/2016 Number of Days to Update: 69 Source: California Environmental Protection Agency Telephone: 916-327-5092 Last EDR Contact: 03/21/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly INDIAN UST R1: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 1 (Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, Vermont and ten Tribal Nations). Date of Government Version: 10/14/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA, Region 1 Telephone: 617-918-1313 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies INDIAN UST R8: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 8 (Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming and 27 Tribal Nations). Date of Government Version: 10/12/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA Region 8 Telephone: 303-312-6137 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies INDIAN UST R7: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 7 (Iowa, Kansas, Missouri, Nebraska, and 9 Tribal Nations). Date of Government Version: 01/13/2018 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies TC5308891.2s Page GR-11 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN UST R6: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 6 (Louisiana, Arkansas, Oklahoma, New Mexico, Texas and 65 Tribes). Date of Government Version: 04/24/2017 Date Data Arrived at EDR: 07/27/2017 Date Made Active in Reports: 12/08/2017 Number of Days to Update: 134 Source: EPA Region 6 Telephone: 214-665-7591 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies INDIAN UST R9: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 9 (Arizona, California, Hawaii, Nevada, the Pacific Islands, and Tribal Nations). Date of Government Version: 09/30/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA Region 9 Telephone: 415-972-3368 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies INDIAN UST R10: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 10 (Alaska, Idaho, Oregon, Washington, and Tribal Nations). Date of Government Version: 10/24/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies INDIAN UST R4: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 4 (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, Tennessee and Tribal Nations) Date of Government Version: 10/14/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA Region 4 Telephone: 404-562-9424 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies INDIAN UST R5: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 5 (Michigan, Minnesota and Wisconsin and Tribal Nations). Date of Government Version: 10/16/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA Region 5 Telephone: 312-886-6136 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies State and tribal voluntary cleanup sites INDIAN VCP R7: Voluntary Cleanup Priority Lisitng A listing of voluntary cleanup priority sites located on Indian Land located in Region 7. Date of Government Version: 03/20/2008 Date Data Arrived at EDR: 04/22/2008 Date Made Active in Reports: 05/19/2008 Number of Days to Update: 27 Source: EPA, Region 7 Telephone: 913-551-7365 Last EDR Contact: 04/20/2009 Next Scheduled EDR Contact: 07/20/2009 Data Release Frequency: Varies TC5308891.2s Page GR-12 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN VCP R1: Voluntary Cleanup Priority Listing A listing of voluntary cleanup priority sites located on Indian Land located in Region 1. Date of Government Version: 07/27/2015 Date Data Arrived at EDR: 09/29/2015 Date Made Active in Reports: 02/18/2016 Number of Days to Update: 142 Source: EPA, Region 1 Telephone: 617-918-1102 Last EDR Contact: 03/21/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Varies VCP: Voluntary Cleanup Program Properties Contains low threat level properties with either confirmed or unconfirmed releases and the project proponents have request that DTSC oversee investigation and/or cleanup activities and have agreed to provide coverage for DTSC’s costs. Date of Government Version: 01/30/2018 Date Data Arrived at EDR: 01/31/2018 Date Made Active in Reports: 03/19/2018 Number of Days to Update: 47 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 05/02/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Quarterly State and tribal Brownfields sites BROWNFIELDS: Considered Brownfieds Sites Listing A listing of sites the SWRCB considers to be Brownfields since these are sites have come to them through the MOA Process. Date of Government Version: 03/26/2018 Date Data Arrived at EDR: 03/27/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 38 Source: State Water Resources Control Board Telephone: 916-323-7905 Last EDR Contact: 03/27/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS: A Listing of Brownfields Sites Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these properties takes development pressures off of undeveloped, open land, and both improves and protects the environment. Assessment, Cleanup and Redevelopment Exchange System (ACRES) stores information reported by EPA Brownfields grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on Targeted Brownfields Assessments performed by EPA Regions. A listing of ACRES Brownfield sites is obtained from Cleanups in My Community. Cleanups in My Community provides information on Brownfields properties for which information is reported back to EPA, as well as areas served by Brownfields grant programs. Date of Government Version: 01/19/2018 Date Data Arrived at EDR: 01/19/2018 Date Made Active in Reports: 02/09/2018 Number of Days to Update: 21 Source: Environmental Protection Agency Telephone: 202-566-2777 Last EDR Contact: 03/21/2018 Next Scheduled EDR Contact: 07/02/2018 Data Release Frequency: Semi-Annually Local Lists of Landfill / Solid Waste Disposal Sites WMUDS/SWAT: Waste Management Unit Database Waste Management Unit Database System. WMUDS is used by the State Water Resources Control Board staff and the Regional Water Quality Control Boards for program tracking and inventory of waste management units. WMUDS is composed of the following databases: Facility Information, Scheduled Inspections Information, Waste Management Unit Information, SWAT Program Information, SWAT Report Summary Information, SWAT Report Summary Data, Chapter 15 (formerly Subchapter 15) Information, Chapter 15 Monitoring Parameters, TPCA Program Information, RCRA Program Information, Closure Information, and Interested Parties Information. TC5308891.2s Page GR-13 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 04/01/2000 Date Data Arrived at EDR: 04/10/2000 Date Made Active in Reports: 05/10/2000 Number of Days to Update: 30 Source: State Water Resources Control Board Telephone: 916-227-4448 Last EDR Contact: 05/03/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: No Update Planned SWRCY: Recycler Database A listing of recycling facilities in California. Date of Government Version: 03/12/2018 Date Data Arrived at EDR: 03/14/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 51 Source: Department of Conservation Telephone: 916-323-3836 Last EDR Contact: 03/14/2018 Next Scheduled EDR Contact: 06/25/2018 Data Release Frequency: Quarterly HAULERS: Registered Waste Tire Haulers Listing A listing of registered waste tire haulers. Date of Government Version: 02/08/2018 Date Data Arrived at EDR: 02/09/2018 Date Made Active in Reports: 03/20/2018 Number of Days to Update: 39 Source: Integrated Waste Management Board Telephone: 916-341-6422 Last EDR Contact: 05/22/2018 Next Scheduled EDR Contact: 08/27/2018 Data Release Frequency: Varies INDIAN ODI: Report on the Status of Open Dumps on Indian Lands Location of open dumps on Indian land. Date of Government Version: 12/31/1998 Date Data Arrived at EDR: 12/03/2007 Date Made Active in Reports: 01/24/2008 Number of Days to Update: 52 Source: Environmental Protection Agency Telephone: 703-308-8245 Last EDR Contact: 01/30/2018 Next Scheduled EDR Contact: 05/14/2018 Data Release Frequency: Varies DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside County and northern Imperial County, California. Date of Government Version: 01/12/2009 Date Data Arrived at EDR: 05/07/2009 Date Made Active in Reports: 09/21/2009 Number of Days to Update: 137 Source: EPA, Region 9 Telephone: 415-947-4219 Last EDR Contact: 04/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: No Update Planned ODI: Open Dump Inventory An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258 Subtitle D Criteria. Date of Government Version: 06/30/1985 Date Data Arrived at EDR: 08/09/2004 Date Made Active in Reports: 09/17/2004 Number of Days to Update: 39 Source: Environmental Protection Agency Telephone: 800-424-9346 Last EDR Contact: 06/09/2004 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned IHS OPEN DUMPS: Open Dumps on Indian Land A listing of all open dumps located on Indian Land in the United States. Date of Government Version: 04/01/2014 Date Data Arrived at EDR: 08/06/2014 Date Made Active in Reports: 01/29/2015 Number of Days to Update: 176 Source: Department of Health & Human Serivces, Indian Health Service Telephone: 301-443-1452 Last EDR Contact: 05/04/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Varies TC5308891.2s Page GR-14 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Local Lists of Hazardous waste / Contaminated Sites US HIST CDL: National Clandestine Laboratory Register A listing of clandestine drug lab locations that have been removed from the DEAs National Clandestine Laboratory Register. Date of Government Version: 02/22/2018 Date Data Arrived at EDR: 03/01/2018 Date Made Active in Reports: 05/11/2018 Number of Days to Update: 71 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 02/27/2018 Next Scheduled EDR Contact: 06/11/2018 Data Release Frequency: No Update Planned HIST CAL-SITES: Calsites Database The Calsites database contains potential or confirmed hazardous substance release properties. In 1996, California EPA reevaluated and significantly reduced the number of sites in the Calsites database. No longer updated by the state agency. It has been replaced by ENVIROSTOR. Date of Government Version: 08/08/2005 Date Data Arrived at EDR: 08/03/2006 Date Made Active in Reports: 08/24/2006 Number of Days to Update: 21 Source: Department of Toxic Substance Control Telephone: 916-323-3400 Last EDR Contact: 02/23/2009 Next Scheduled EDR Contact: 05/25/2009 Data Release Frequency: No Update Planned SCH: School Property Evaluation Program This category contains proposed and existing school sites that are being evaluated by DTSC for possible hazardous materials contamination. In some cases, these properties may be listed in the CalSites category depending on the level of threat to public health and safety or the environment they pose. Date of Government Version: 01/30/2018 Date Data Arrived at EDR: 01/31/2018 Date Made Active in Reports: 03/19/2018 Number of Days to Update: 47 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 05/02/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Quarterly CDL: Clandestine Drug Labs A listing of drug lab locations. Listing of a location in this database does not indicate that any illegal drug lab materials were or were not present there, and does not constitute a determination that the location either requires or does not require additional cleanup work. Date of Government Version: 06/30/2017 Date Data Arrived at EDR: 08/18/2017 Date Made Active in Reports: 09/21/2017 Number of Days to Update: 34 Source: Department of Toxic Substances Control Telephone: 916-255-6504 Last EDR Contact: 05/02/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: Varies TOXIC PITS: Toxic Pits Cleanup Act Sites Toxic PITS Cleanup Act Sites. TOXIC PITS identifies sites suspected of containing hazardous substances where cleanup has not yet been completed. Date of Government Version: 07/01/1995 Date Data Arrived at EDR: 08/30/1995 Date Made Active in Reports: 09/26/1995 Number of Days to Update: 27 Source: State Water Resources Control Board Telephone: 916-227-4364 Last EDR Contact: 01/26/2009 Next Scheduled EDR Contact: 04/27/2009 Data Release Frequency: No Update Planned US CDL: Clandestine Drug Labs A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments. TC5308891.2s Page GR-15 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 02/22/2018 Date Data Arrived at EDR: 03/01/2018 Date Made Active in Reports: 05/11/2018 Number of Days to Update: 71 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 02/27/2018 Next Scheduled EDR Contact: 06/11/2018 Data Release Frequency: Quarterly Local Lists of Registered Storage Tanks SWEEPS UST: SWEEPS UST Listing Statewide Environmental Evaluation and Planning System. This underground storage tank listing was updated and maintained by a company contacted by the SWRCB in the early 1990’s. The listing is no longer updated or maintained. The local agency is the contact for more information on a site on the SWEEPS list. Date of Government Version: 06/01/1994 Date Data Arrived at EDR: 07/07/2005 Date Made Active in Reports: 08/11/2005 Number of Days to Update: 35 Source: State Water Resources Control Board Telephone: N/A Last EDR Contact: 06/03/2005 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned UST MENDOCINO: Mendocino County UST Database A listing of underground storage tank locations in Mendocino County. Date of Government Version: 02/28/2018 Date Data Arrived at EDR: 03/01/2018 Date Made Active in Reports: 03/28/2018 Number of Days to Update: 27 Source: Department of Public Health Telephone: 707-463-4466 Last EDR Contact: 05/22/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Annually HIST UST: Hazardous Substance Storage Container Database The Hazardous Substance Storage Container Database is a historical listing of UST sites. Refer to local/county source for current data. Date of Government Version: 10/15/1990 Date Data Arrived at EDR: 01/25/1991 Date Made Active in Reports: 02/12/1991 Number of Days to Update: 18 Source: State Water Resources Control Board Telephone: 916-341-5851 Last EDR Contact: 07/26/2001 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned SAN FRANCISCO AST: Aboveground Storage Tank Site Listing Aboveground storage tank sites Date of Government Version: 04/19/2018 Date Data Arrived at EDR: 04/24/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 10 Source: San Francisco County Department of Public Health Telephone: 415-252-3896 Last EDR Contact: 05/02/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Varies CA FID UST: Facility Inventory Database The Facility Inventory Database (FID) contains a historical listing of active and inactive underground storage tank locations from the State Water Resource Control Board. Refer to local/county source for current data. Date of Government Version: 10/31/1994 Date Data Arrived at EDR: 09/05/1995 Date Made Active in Reports: 09/29/1995 Number of Days to Update: 24 Source: California Environmental Protection Agency Telephone: 916-341-5851 Last EDR Contact: 12/28/1998 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned Local Land Records TC5308891.2s Page GR-16 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING LIENS: Environmental Liens Listing A listing of property locations with environmental liens for California where DTSC is a lien holder. Date of Government Version: 01/28/2018 Date Data Arrived at EDR: 03/01/2018 Date Made Active in Reports: 04/16/2018 Number of Days to Update: 46 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 02/28/2018 Next Scheduled EDR Contact: 06/18/2018 Data Release Frequency: Varies LIENS 2: CERCLA Lien Information A Federal CERCLA (’Superfund’) lien can exist by operation of law at any site or property at which EPA has spent Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. Date of Government Version: 01/09/2018 Date Data Arrived at EDR: 02/06/2018 Date Made Active in Reports: 05/11/2018 Number of Days to Update: 94 Source: Environmental Protection Agency Telephone: 202-564-6023 Last EDR Contact: 04/27/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Semi-Annually DEED: Deed Restriction Listing Site Mitigation and Brownfields Reuse Program Facility Sites with Deed Restrictions & Hazardous Waste Management Program Facility Sites with Deed / Land Use Restriction. The DTSC Site Mitigation and Brownfields Reuse Program (SMBRP) list includes sites cleaned up under the program’s oversight and generally does not include current or former hazardous waste facilities that required a hazardous waste facility permit. The list represents deed restrictions that are active. Some sites have multiple deed restrictions. The DTSC Hazardous Waste Management Program (HWMP) has developed a list of current or former hazardous waste facilities that have a recorded land use restriction at the local county recorder’s office. The land use restrictions on this list were required by the DTSC HWMP as a result of the presence of hazardous substances that remain on site after the facility (or part of the facility) has been closed or cleaned up. The types of land use restriction include deed notice, deed restriction, or a land use restriction that binds current and future owners. Date of Government Version: 02/08/2018 Date Data Arrived at EDR: 02/08/2018 Date Made Active in Reports: 02/08/2018 Number of Days to Update: 0 Source: DTSC and SWRCB Telephone: 916-323-3400 Last EDR Contact: 03/06/2018 Next Scheduled EDR Contact: 06/18/2018 Data Release Frequency: Semi-Annually Records of Emergency Release Reports HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version: 01/19/2018 Date Data Arrived at EDR: 01/19/2018 Date Made Active in Reports: 03/23/2018 Number of Days to Update: 63 Source: U.S. Department of Transportation Telephone: 202-366-4555 Last EDR Contact: 03/27/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly CHMIRS: California Hazardous Material Incident Report System California Hazardous Material Incident Reporting System. CHMIRS contains information on reported hazardous material incidents (accidental releases or spills). Date of Government Version: 02/15/2018 Date Data Arrived at EDR: 02/20/2018 Date Made Active in Reports: 04/03/2018 Number of Days to Update: 42 Source: Office of Emergency Services Telephone: 916-845-8400 Last EDR Contact: 04/24/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Semi-Annually TC5308891.2s Page GR-17 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING LDS: Land Disposal Sites Listing (GEOTRACKER) Land Disposal sites (Landfills) included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater. Date of Government Version: 03/12/2018 Date Data Arrived at EDR: 03/14/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 51 Source: State Water Qualilty Control Board Telephone: 866-480-1028 Last EDR Contact: 12/12/2018 Next Scheduled EDR Contact: 06/25/2018 Data Release Frequency: Quarterly MCS: Military Cleanup Sites Listing (GEOTRACKER) Military sites (consisting of: Military UST sites; Military Privatized sites; and Military Cleanup sites [formerly known as DoD non UST]) included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater. Date of Government Version: 03/12/2018 Date Data Arrived at EDR: 03/14/2018 Date Made Active in Reports: 03/21/2018 Number of Days to Update: 7 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 12/12/2018 Next Scheduled EDR Contact: 06/25/2018 Data Release Frequency: Quarterly SPILLS 90: SPILLS90 data from FirstSearch Spills 90 includes those spill and release records available exclusively from FirstSearch databases. Typically, they may include chemical, oil and/or hazardous substance spills recorded after 1990. Duplicate records that are already included in EDR incident and release records are not included in Spills 90. Date of Government Version: 06/06/2012 Date Data Arrived at EDR: 01/03/2013 Date Made Active in Reports: 02/22/2013 Number of Days to Update: 50 Source: FirstSearch Telephone: N/A Last EDR Contact: 01/03/2013 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned Other Ascertainable Records RCRA NonGen / NLR: RCRA - Non Generators / No Longer Regulated RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste. Date of Government Version: 12/11/2017 Date Data Arrived at EDR: 12/26/2017 Date Made Active in Reports: 02/09/2018 Number of Days to Update: 45 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 03/28/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly FUDS: Formerly Used Defense Sites The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers is actively working or will take necessary cleanup actions. Date of Government Version: 01/31/2015 Date Data Arrived at EDR: 07/08/2015 Date Made Active in Reports: 10/13/2015 Number of Days to Update: 97 Source: U.S. Army Corps of Engineers Telephone: 202-528-4285 Last EDR Contact: 02/21/2018 Next Scheduled EDR Contact: 06/04/2018 Data Release Frequency: Varies DOD: Department of Defense Sites This data set consists of federally owned or administered lands, administered by the Department of Defense, that have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands. TC5308891.2s Page GR-18 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 11/10/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 62 Source: USGS Telephone: 888-275-8747 Last EDR Contact: 04/13/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: Semi-Annually FEDLAND: Federal and Indian Lands Federally and Indian administrated lands of the United States. Lands included are administrated by: Army Corps of Engineers, Bureau of Reclamation, National Wild and Scenic River, National Wildlife Refuge, Public Domain Land, Wilderness, Wilderness Study Area, Wildlife Management Area, Bureau of Indian Affairs, Bureau of Land Management, Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 02/06/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 339 Source: U.S. Geological Survey Telephone: 888-275-8747 Last EDR Contact: 04/11/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: N/A SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing The State Coalition for Remediation of Drycleaners was established in 1998, with support from the U.S. EPA Office of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established drycleaner remediation programs. Currently the member states are Alabama, Connecticut, Florida, Illinois, Kansas, Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin. Date of Government Version: 01/01/2017 Date Data Arrived at EDR: 02/03/2017 Date Made Active in Reports: 04/07/2017 Number of Days to Update: 63 Source: Environmental Protection Agency Telephone: 615-532-8599 Last EDR Contact: 05/15/2018 Next Scheduled EDR Contact: 08/27/2018 Data Release Frequency: Varies US FIN ASSUR: Financial Assurance Information All owners and operators of facilities that treat, store, or dispose of hazardous waste are required to provide proof that they will have sufficient funds to pay for the clean up, closure, and post-closure care of their facilities. Date of Government Version: 01/11/2018 Date Data Arrived at EDR: 01/19/2018 Date Made Active in Reports: 03/02/2018 Number of Days to Update: 42 Source: Environmental Protection Agency Telephone: 202-566-1917 Last EDR Contact: 03/27/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly EPA WATCH LIST: EPA WATCH LIST EPA maintains a "Watch List" to facilitate dialogue between EPA, state and local environmental agencies on enforcement matters relating to facilities with alleged violations identified as either significant or high priority. Being on the Watch List does not mean that the facility has actually violated the law only that an investigation by EPA or a state or local environmental agency has led those organizations to allege that an unproven violation has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged violations that were detected, but instead indicates cases requiring additional dialogue between EPA, state and local agencies - primarily because of the length of time the alleged violation has gone unaddressed or unresolved. Date of Government Version: 08/30/2013 Date Data Arrived at EDR: 03/21/2014 Date Made Active in Reports: 06/17/2014 Number of Days to Update: 88 Source: Environmental Protection Agency Telephone: 617-520-3000 Last EDR Contact: 05/07/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Quarterly 2020 COR ACTION: 2020 Corrective Action Program List The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action Universe. This RCRA cleanup baseline includes facilities expected to need corrective action. The 2020 universe contains a wide variety of sites. Some properties are heavily contaminated while others were contaminated but have since been cleaned up. Still others have not been fully investigated yet, and may require little or no remediation. Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations. TC5308891.2s Page GR-19 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 04/22/2013 Date Data Arrived at EDR: 03/03/2015 Date Made Active in Reports: 03/09/2015 Number of Days to Update: 6 Source: Environmental Protection Agency Telephone: 703-308-4044 Last EDR Contact: 05/08/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Varies TSCA: Toxic Substances Control Act Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant site. Date of Government Version: 12/31/2016 Date Data Arrived at EDR: 06/21/2017 Date Made Active in Reports: 01/05/2018 Number of Days to Update: 198 Source: EPA Telephone: 202-260-5521 Last EDR Contact: 03/23/2018 Next Scheduled EDR Contact: 07/02/2018 Data Release Frequency: Every 4 Years TRIS: Toxic Chemical Release Inventory System Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and land in reportable quantities under SARA Title III Section 313. Date of Government Version: 12/31/2016 Date Data Arrived at EDR: 01/10/2018 Date Made Active in Reports: 01/12/2018 Number of Days to Update: 2 Source: EPA Telephone: 202-566-0250 Last EDR Contact: 02/23/2018 Next Scheduled EDR Contact: 06/04/2018 Data Release Frequency: Annually SSTS: Section 7 Tracking Systems Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March 1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices being produced, and those having been produced and sold or distributed in the past year. Date of Government Version: 12/31/2009 Date Data Arrived at EDR: 12/10/2010 Date Made Active in Reports: 02/25/2011 Number of Days to Update: 77 Source: EPA Telephone: 202-564-4203 Last EDR Contact: 04/09/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Annually ROD: Records Of Decision Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical and health information to aid in the cleanup. Date of Government Version: 01/09/2018 Date Data Arrived at EDR: 02/06/2018 Date Made Active in Reports: 05/11/2018 Number of Days to Update: 94 Source: EPA Telephone: 703-416-0223 Last EDR Contact: 04/27/2018 Next Scheduled EDR Contact: 06/18/2018 Data Release Frequency: Annually RMP: Risk Management Plans TC5308891.2s Page GR-20 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance for chemical accident prevention at facilities using extremely hazardous substances. The Risk Management Program Rule (RMP Rule) was written to implement Section 112(r) of these amendments. The rule, which built upon existing industry codes and standards, requires companies of all sizes that use certain flammable and toxic substances to develop a Risk Management Program, which includes a(n): Hazard assessment that details the potential effects of an accidental release, an accident history of the last five years, and an evaluation of worst-case and alternative accidental releases; Prevention program that includes safety precautions and maintenance, monitoring, and employee training measures; and Emergency response program that spells out emergency health care, employee training measures and procedures for informing the public and response agencies (e.g the fire department) should an accident occur. Date of Government Version: 11/02/2017 Date Data Arrived at EDR: 11/17/2017 Date Made Active in Reports: 12/08/2017 Number of Days to Update: 21 Source: Environmental Protection Agency Telephone: 202-564-8600 Last EDR Contact: 04/20/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies RAATS: RCRA Administrative Action Tracking System RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources made it impossible to continue to update the information contained in the database. Date of Government Version: 04/17/1995 Date Data Arrived at EDR: 07/03/1995 Date Made Active in Reports: 08/07/1995 Number of Days to Update: 35 Source: EPA Telephone: 202-564-4104 Last EDR Contact: 06/02/2008 Next Scheduled EDR Contact: 09/01/2008 Data Release Frequency: No Update Planned PRP: Potentially Responsible Parties A listing of verified Potentially Responsible Parties Date of Government Version: 10/25/2013 Date Data Arrived at EDR: 10/17/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 3 Source: EPA Telephone: 202-564-6023 Last EDR Contact: 04/27/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Quarterly PADS: PCB Activity Database System PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers of PCB’s who are required to notify the EPA of such activities. Date of Government Version: 06/01/2017 Date Data Arrived at EDR: 06/09/2017 Date Made Active in Reports: 10/13/2017 Number of Days to Update: 126 Source: EPA Telephone: 202-566-0500 Last EDR Contact: 04/13/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: Annually ICIS: Integrated Compliance Information System The Integrated Compliance Information System (ICIS) supports the information needs of the national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES) program. Date of Government Version: 11/18/2016 Date Data Arrived at EDR: 11/23/2016 Date Made Active in Reports: 02/10/2017 Number of Days to Update: 79 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 04/09/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: Quarterly TC5308891.2s Page GR-21 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA/Office of Prevention, Pesticides and Toxic Substances Telephone: 202-566-1667 Last EDR Contact: 08/18/2017 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: Quarterly FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA Telephone: 202-566-1667 Last EDR Contact: 08/18/2017 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: Quarterly MLTS: Material Licensing Tracking System MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 08/30/2016 Date Data Arrived at EDR: 09/08/2016 Date Made Active in Reports: 10/21/2016 Number of Days to Update: 43 Source: Nuclear Regulatory Commission Telephone: 301-415-7169 Last EDR Contact: 05/03/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Quarterly COAL ASH DOE: Steam-Electric Plant Operation Data A listing of power plants that store ash in surface ponds. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 08/07/2009 Date Made Active in Reports: 10/22/2009 Number of Days to Update: 76 Source: Department of Energy Telephone: 202-586-8719 Last EDR Contact: 03/09/2018 Next Scheduled EDR Contact: 06/18/2018 Data Release Frequency: Varies COAL ASH EPA: Coal Combustion Residues Surface Impoundments List A listing of coal combustion residues surface impoundments with high hazard potential ratings. Date of Government Version: 07/01/2014 Date Data Arrived at EDR: 09/10/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: N/A Last EDR Contact: 03/06/2018 Next Scheduled EDR Contact: 06/18/2018 Data Release Frequency: Varies PCB TRANSFORMER: PCB Transformer Registration Database The database of PCB transformer registrations that includes all PCB registration submittals. Date of Government Version: 05/24/2017 Date Data Arrived at EDR: 11/30/2017 Date Made Active in Reports: 12/15/2017 Number of Days to Update: 15 Source: Environmental Protection Agency Telephone: 202-566-0517 Last EDR Contact: 04/27/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies RADINFO: Radiation Information Database The Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S. Environmental Protection Agency (EPA) regulations for radiation and radioactivity. TC5308891.2s Page GR-22 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 01/03/2018 Date Data Arrived at EDR: 01/04/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 99 Source: Environmental Protection Agency Telephone: 202-343-9775 Last EDR Contact: 04/05/2018 Next Scheduled EDR Contact: 07/16/2018 Data Release Frequency: Quarterly HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2007 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2008 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned DOT OPS: Incident and Accident Data Department of Transporation, Office of Pipeline Safety Incident and Accident data. Date of Government Version: 07/31/2012 Date Data Arrived at EDR: 08/07/2012 Date Made Active in Reports: 09/18/2012 Number of Days to Update: 42 Source: Department of Transporation, Office of Pipeline Safety Telephone: 202-366-4595 Last EDR Contact: 05/03/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Varies CONSENT: Superfund (CERCLA) Consent Decrees Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released periodically by United States District Courts after settlement by parties to litigation matters. Date of Government Version: 12/31/2017 Date Data Arrived at EDR: 01/24/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 79 Source: Department of Justice, Consent Decree Library Telephone: Varies Last EDR Contact: 04/06/2018 Next Scheduled EDR Contact: 07/02/2018 Data Release Frequency: Varies BRS: Biennial Reporting System The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG) and Treatment, Storage, and Disposal Facilities. Date of Government Version: 12/31/2015 Date Data Arrived at EDR: 02/22/2017 Date Made Active in Reports: 09/28/2017 Number of Days to Update: 218 Source: EPA/NTIS Telephone: 800-424-9346 Last EDR Contact: 02/23/2018 Next Scheduled EDR Contact: 06/04/2018 Data Release Frequency: Biennially TC5308891.2s Page GR-23 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN RESERV: Indian Reservations This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres. Date of Government Version: 12/31/2014 Date Data Arrived at EDR: 07/14/2015 Date Made Active in Reports: 01/10/2017 Number of Days to Update: 546 Source: USGS Telephone: 202-208-3710 Last EDR Contact: 04/11/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: Semi-Annually FUSRAP: Formerly Utilized Sites Remedial Action Program DOE established the Formerly Utilized Sites Remedial Action Program (FUSRAP) in 1974 to remediate sites where radioactive contamination remained from Manhattan Project and early U.S. Atomic Energy Commission (AEC) operations. Date of Government Version: 12/23/2016 Date Data Arrived at EDR: 12/27/2016 Date Made Active in Reports: 02/17/2017 Number of Days to Update: 52 Source: Department of Energy Telephone: 202-586-3559 Last EDR Contact: 05/07/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Varies UMTRA: Uranium Mill Tailings Sites Uranium ore was mined by private companies for federal government use in national defense programs. When the mills shut down, large piles of the sand-like material (mill tailings) remain after uranium has been extracted from the ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailings were used as construction materials before the potential health hazards of the tailings were recognized. Date of Government Version: 06/23/2017 Date Data Arrived at EDR: 10/11/2017 Date Made Active in Reports: 11/03/2017 Number of Days to Update: 23 Source: Department of Energy Telephone: 505-845-0011 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Varies LEAD SMELTER 1: Lead Smelter Sites A listing of former lead smelter site locations. Date of Government Version: 01/09/2018 Date Data Arrived at EDR: 02/06/2018 Date Made Active in Reports: 03/02/2018 Number of Days to Update: 24 Source: Environmental Protection Agency Telephone: 703-603-8787 Last EDR Contact: 04/27/2018 Next Scheduled EDR Contact: 07/16/2018 Data Release Frequency: Varies LEAD SMELTER 2: Lead Smelter Sites A list of several hundred sites in the U.S. where secondary lead smelting was done from 1931and 1964. These sites may pose a threat to public health through ingestion or inhalation of contaminated soil or dust Date of Government Version: 04/05/2001 Date Data Arrived at EDR: 10/27/2010 Date Made Active in Reports: 12/02/2010 Number of Days to Update: 36 Source: American Journal of Public Health Telephone: 703-305-6451 Last EDR Contact: 12/02/2009 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned US AIRS (AFS): Aerometric Information Retrieval System Facility Subsystem (AFS) The database is a sub-system of Aerometric Information Retrieval System (AIRS). AFS contains compliance data on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies. This information comes from source reports by various stationary sources of air pollution, such as electric power plants, steel mills, factories, and universities, and provides information about the air pollutants they produce. Action, air program, air program pollutant, and general level plant data. It is used to track emissions and compliance data from industrial plants. TC5308891.2s Page GR-24 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 10/12/2016 Date Data Arrived at EDR: 10/26/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 100 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 09/26/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Annually US AIRS MINOR: Air Facility System Data A listing of minor source facilities. Date of Government Version: 10/12/2016 Date Data Arrived at EDR: 10/26/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 100 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 09/26/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Annually US MINES: Mines Master Index File Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes violation information. Date of Government Version: 01/25/2018 Date Data Arrived at EDR: 02/28/2018 Date Made Active in Reports: 05/11/2018 Number of Days to Update: 72 Source: Department of Labor, Mine Safety and Health Administration Telephone: 303-231-5959 Last EDR Contact: 02/28/2018 Next Scheduled EDR Contact: 06/11/2018 Data Release Frequency: Semi-Annually US MINES 2: Ferrous and Nonferrous Metal Mines Database Listing This map layer includes ferrous (ferrous metal mines are facilities that extract ferrous metals, such as iron ore or molybdenum) and nonferrous (Nonferrous metal mines are facilities that extract nonferrous metals, such as gold, silver, copper, zinc, and lead) metal mines in the United States. Date of Government Version: 12/05/2005 Date Data Arrived at EDR: 02/29/2008 Date Made Active in Reports: 04/18/2008 Number of Days to Update: 49 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 03/02/2018 Next Scheduled EDR Contact: 06/11/2018 Data Release Frequency: Varies US MINES 3: Active Mines & Mineral Plants Database Listing Active Mines and Mineral Processing Plant operations for commodities monitored by the Minerals Information Team of the USGS. Date of Government Version: 04/14/2011 Date Data Arrived at EDR: 06/08/2011 Date Made Active in Reports: 09/13/2011 Number of Days to Update: 97 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 03/02/2018 Next Scheduled EDR Contact: 06/11/2018 Data Release Frequency: Varies ABANDONED MINES: Abandoned Mines An inventory of land and water impacted by past mining (primarily coal mining) is maintained by OSMRE to provide information needed to implement the Surface Mining Control and Reclamation Act of 1977 (SMCRA). The inventory contains information on the location, type, and extent of AML impacts, as well as, information on the cost associated with the reclamation of those problems. The inventory is based upon field surveys by State, Tribal, and OSMRE program officials. It is dynamic to the extent that it is modified as new problems are identified and existing problems are reclaimed. Date of Government Version: 12/20/2017 Date Data Arrived at EDR: 12/21/2017 Date Made Active in Reports: 03/23/2018 Number of Days to Update: 92 Source: Department of Interior Telephone: 202-208-2609 Last EDR Contact: 03/07/2018 Next Scheduled EDR Contact: 06/25/2018 Data Release Frequency: Quarterly TC5308891.2s Page GR-25 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING FINDS: Facility Index System/Facility Registry System Facility Index System. FINDS contains both facility information and ’pointers’ to other sources that contain more detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System). Date of Government Version: 02/21/2018 Date Data Arrived at EDR: 02/23/2018 Date Made Active in Reports: 03/23/2018 Number of Days to Update: 28 Source: EPA Telephone: (415) 947-8000 Last EDR Contact: 02/23/2018 Next Scheduled EDR Contact: 06/18/2018 Data Release Frequency: Quarterly UXO: Unexploded Ordnance Sites A listing of unexploded ordnance site locations Date of Government Version: 09/30/2016 Date Data Arrived at EDR: 10/31/2017 Date Made Active in Reports: 01/12/2018 Number of Days to Update: 73 Source: Department of Defense Telephone: 703-704-1564 Last EDR Contact: 04/13/2018 Next Scheduled EDR Contact: 07/30/2018 Data Release Frequency: Varies ECHO: Enforcement & Compliance History Information ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide. Date of Government Version: 01/13/2018 Date Data Arrived at EDR: 01/19/2018 Date Made Active in Reports: 03/02/2018 Number of Days to Update: 42 Source: Environmental Protection Agency Telephone: 202-564-2280 Last EDR Contact: 03/07/2018 Next Scheduled EDR Contact: 06/18/2018 Data Release Frequency: Quarterly DOCKET HWC: Hazardous Waste Compliance Docket Listing A complete list of the Federal Agency Hazardous Waste Compliance Docket Facilities. Date of Government Version: 01/04/2018 Date Data Arrived at EDR: 01/19/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 84 Source: Environmental Protection Agency Telephone: 202-564-0527 Last EDR Contact: 03/02/2018 Next Scheduled EDR Contact: 06/11/2018 Data Release Frequency: Varies FUELS PROGRAM: EPA Fuels Program Registered Listing This listing includes facilities that are registered under the Part 80 (Code of Federal Regulations) EPA Fuels Programs. All companies now are required to submit new and updated registrations. Date of Government Version: 02/20/2018 Date Data Arrived at EDR: 02/21/2018 Date Made Active in Reports: 03/23/2018 Number of Days to Update: 30 Source: EPA Telephone: 800-385-6164 Last EDR Contact: 02/21/2018 Next Scheduled EDR Contact: 06/04/2018 Data Release Frequency: Quarterly CA BOND EXP. PLAN: Bond Expenditure Plan Department of Health Services developed a site-specific expenditure plan as the basis for an appropriation of Hazardous Substance Cleanup Bond Act funds. It is not updated. Date of Government Version: 01/01/1989 Date Data Arrived at EDR: 07/27/1994 Date Made Active in Reports: 08/02/1994 Number of Days to Update: 6 Source: Department of Health Services Telephone: 916-255-2118 Last EDR Contact: 05/31/1994 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned TC5308891.2s Page GR-26 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CORTESE: "Cortese" Hazardous Waste & Substances Sites List The sites for the list are designated by the State Water Resource Control Board (LUST), the Integrated Waste Board (SWF/LS), and the Department of Toxic Substances Control (Cal-Sites). Date of Government Version: 03/26/2018 Date Data Arrived at EDR: 03/27/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 38 Source: CAL EPA/Office of Emergency Information Telephone: 916-323-3400 Last EDR Contact: 03/27/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly CUPA LIVERMORE-PLEASANTON: CUPA LIVERMORE-PLEASANTON list of facilities associated with the various CUPA programs in Livermore-Pleasanton Date of Government Version: 02/28/2018 Date Data Arrived at EDR: 03/01/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 64 Source: Livermore-Pleasanton Fire Department Telephone: 925-454-2361 Last EDR Contact: 05/07/2018 Next Scheduled EDR Contact: 08/27/2018 Data Release Frequency: Varies CUPA SAN FRANCISCO CO: CUPA SAN FRANCISCO CO Cupa facilities Date of Government Version: 04/20/2018 Date Data Arrived at EDR: 04/24/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 10 Source: San Francisco County Department of Environmental Health Telephone: 415-252-3896 Last EDR Contact: 05/02/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Varies DRYCLEAN AVAQMD: DRYCLEAN AVAQMD A listing of dry cleaners in the Antelope Valley Air Quality Management District. Date of Government Version: 03/08/2018 Date Data Arrived at EDR: 03/13/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 52 Source: Antelope Valley Air Quality Management District Telephone: 661-723-8070 Last EDR Contact: 02/28/2018 Next Scheduled EDR Contact: 06/11/2018 Data Release Frequency: Varies DRYCLEANERS: Cleaner Facilities A list of drycleaner related facilities that have EPA ID numbers. These are facilities with certain SIC codes: power laundries, family and commercial; garment pressing and cleaner’s agents; linen supply; coin-operated laundries and cleaning; drycleaning plants, except rugs; carpet and upholster cleaning; industrial launderers; laundry and garment services. Date of Government Version: 03/27/2018 Date Data Arrived at EDR: 03/29/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 36 Source: Department of Toxic Substance Control Telephone: 916-327-4498 Last EDR Contact: 02/28/2018 Next Scheduled EDR Contact: 06/18/2018 Data Release Frequency: Annually DRYCLEAN SOUTH COAST: DRYCLEAN SOUTH COAST A listing of dry cleaners in the South Coast Air Quality Management District Date of Government Version: 03/16/2018 Date Data Arrived at EDR: 03/20/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 45 Source: South Coast Air Quality Management District Telephone: 909-396-3211 Last EDR Contact: 05/22/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Varies EMI: Emissions Inventory Data Toxics and criteria pollutant emissions data collected by the ARB and local air pollution agencies. TC5308891.2s Page GR-27 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/31/2015 Date Data Arrived at EDR: 03/21/2017 Date Made Active in Reports: 08/15/2017 Number of Days to Update: 147 Source: California Air Resources Board Telephone: 916-322-2990 Last EDR Contact: 03/23/2018 Next Scheduled EDR Contact: 07/02/2018 Data Release Frequency: Varies ENF: Enforcement Action Listing A listing of Water Board Enforcement Actions. Formal is everything except Oral/Verbal Communication, Notice of Violation, Expedited Payment Letter, and Staff Enforcement Letter. Date of Government Version: 01/22/2018 Date Data Arrived at EDR: 01/24/2018 Date Made Active in Reports: 03/19/2018 Number of Days to Update: 54 Source: State Water Resoruces Control Board Telephone: 916-445-9379 Last EDR Contact: 04/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies Financial Assurance 1: Financial Assurance Information Listing Financial Assurance information Date of Government Version: 01/22/2018 Date Data Arrived at EDR: 01/24/2018 Date Made Active in Reports: 03/20/2018 Number of Days to Update: 55 Source: Department of Toxic Substances Control Telephone: 916-255-3628 Last EDR Contact: 04/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies Financial Assurance 2: Financial Assurance Information Listing A listing of financial assurance information for solid waste facilities. Financial assurance is intended to ensure that resources are available to pay for the cost of closure, post-closure care, and corrective measures if the owner or operator of a regulated facility is unable or unwilling to pay. Date of Government Version: 02/14/2018 Date Data Arrived at EDR: 02/16/2018 Date Made Active in Reports: 04/03/2018 Number of Days to Update: 46 Source: California Integrated Waste Management Board Telephone: 916-341-6066 Last EDR Contact: 05/09/2018 Next Scheduled EDR Contact: 08/27/2018 Data Release Frequency: Varies HAZNET: Facility and Manifest Data Facility and Manifest Data. The data is extracted from the copies of hazardous waste manifests received each year by the DTSC. The annual volume of manifests is typically 700,000 - 1,000,000 annually, representing approximately 350,000 - 500,000 shipments. Data are from the manifests submitted without correction, and therefore many contain some invalid values for data elements such as generator ID, TSD ID, waste category, and disposal method. This database begins with calendar year 1993. Date of Government Version: 12/31/2016 Date Data Arrived at EDR: 07/12/2017 Date Made Active in Reports: 10/17/2017 Number of Days to Update: 97 Source: California Environmental Protection Agency Telephone: 916-255-1136 Last EDR Contact: 04/12/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: Annually ICE: ICE Contains data pertaining to the Permitted Facilities with Inspections / Enforcements sites tracked in Envirostor. Date of Government Version: 02/20/2018 Date Data Arrived at EDR: 02/21/2018 Date Made Active in Reports: 04/03/2018 Number of Days to Update: 41 Source: Department of Toxic Subsances Control Telephone: 877-786-9427 Last EDR Contact: 02/21/2018 Next Scheduled EDR Contact: 06/04/2018 Data Release Frequency: Quarterly HIST CORTESE: Hazardous Waste & Substance Site List The sites for the list are designated by the State Water Resource Control Board [LUST], the Integrated Waste Board [SWF/LS], and the Department of Toxic Substances Control [CALSITES]. This listing is no longer updated by the state agency. TC5308891.2s Page GR-28 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 04/01/2001 Date Data Arrived at EDR: 01/22/2009 Date Made Active in Reports: 04/08/2009 Number of Days to Update: 76 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 01/22/2009 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned HWP: EnviroStor Permitted Facilities Listing Detailed information on permitted hazardous waste facilities and corrective action ("cleanups") tracked in EnviroStor. Date of Government Version: 02/20/2018 Date Data Arrived at EDR: 02/21/2018 Date Made Active in Reports: 04/03/2018 Number of Days to Update: 41 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 02/21/2018 Next Scheduled EDR Contact: 06/04/2018 Data Release Frequency: Quarterly HWT: Registered Hazardous Waste Transporter Database A listing of hazardous waste transporters. In California, unless specifically exempted, it is unlawful for any person to transport hazardous wastes unless the person holds a valid registration issued by DTSC. A hazardous waste transporter registration is valid for one year and is assigned a unique registration number. Date of Government Version: 01/08/2018 Date Data Arrived at EDR: 01/09/2018 Date Made Active in Reports: 02/06/2018 Number of Days to Update: 28 Source: Department of Toxic Substances Control Telephone: 916-440-7145 Last EDR Contact: 04/11/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: Quarterly MINES: Mines Site Location Listing A listing of mine site locations from the Office of Mine Reclamation. Date of Government Version: 03/12/2018 Date Data Arrived at EDR: 03/14/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 51 Source: Department of Conservation Telephone: 916-322-1080 Last EDR Contact: 03/14/2018 Next Scheduled EDR Contact: 06/25/2018 Data Release Frequency: Quarterly MWMP: Medical Waste Management Program Listing The Medical Waste Management Program (MWMP) ensures the proper handling and disposal of medical waste by permitting and inspecting medical waste Offsite Treatment Facilities (PDF) and Transfer Stations (PDF) throughout the state. MWMP also oversees all Medical Waste Transporters. Date of Government Version: 02/27/2018 Date Data Arrived at EDR: 03/05/2018 Date Made Active in Reports: 04/16/2018 Number of Days to Update: 42 Source: Department of Public Health Telephone: 916-558-1784 Last EDR Contact: 03/06/2018 Next Scheduled EDR Contact: 06/18/2018 Data Release Frequency: Varies NPDES: NPDES Permits Listing A listing of NPDES permits, including stormwater. Date of Government Version: 03/14/2018 Date Data Arrived at EDR: 03/14/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 51 Source: State Water Resources Control Board Telephone: 916-445-9379 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 08/27/2018 Data Release Frequency: Quarterly PEST LIC: Pesticide Regulation Licenses Listing A listing of licenses and certificates issued by the Department of Pesticide Regulation. The DPR issues licenses and/or certificates to: Persons and businesses that apply or sell pesticides; Pest control dealers and brokers; Persons who advise on agricultural pesticide applications. TC5308891.2s Page GR-29 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 03/05/2018 Date Data Arrived at EDR: 03/05/2018 Date Made Active in Reports: 04/19/2018 Number of Days to Update: 45 Source: Department of Pesticide Regulation Telephone: 916-445-4038 Last EDR Contact: 03/05/2018 Next Scheduled EDR Contact: 06/18/2018 Data Release Frequency: Quarterly PROC: Certified Processors Database A listing of certified processors. Date of Government Version: 03/12/2018 Date Data Arrived at EDR: 03/14/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 51 Source: Department of Conservation Telephone: 916-323-3836 Last EDR Contact: 03/14/2018 Next Scheduled EDR Contact: 06/25/2018 Data Release Frequency: Quarterly NOTIFY 65: Proposition 65 Records Listings of all Proposition 65 incidents reported to counties by the State Water Resources Control Board and the Regional Water Quality Control Board. This database is no longer updated by the reporting agency. Date of Government Version: 03/23/2018 Date Data Arrived at EDR: 03/27/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 38 Source: State Water Resources Control Board Telephone: 916-445-3846 Last EDR Contact: 03/14/2018 Next Scheduled EDR Contact: 07/02/2018 Data Release Frequency: No Update Planned UIC: UIC Listing A listing of wells identified as underground injection wells, in the California Oil and Gas Wells database. Date of Government Version: 03/12/2018 Date Data Arrived at EDR: 03/14/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 51 Source: Deaprtment of Conservation Telephone: 916-445-2408 Last EDR Contact: 03/14/2018 Next Scheduled EDR Contact: 06/25/2018 Data Release Frequency: Varies WASTEWATER PITS: Oil Wastewater Pits Listing Water officials discovered that oil producers have been dumping chemical-laden wastewater into hundreds of unlined pits that are operating without proper permits. Inspections completed by the Central Valley Regional Water Quality Control Board revealed the existence of previously unidentified waste sites. The water board?s review found that more than one-third of the region?s active disposal pits are operating without permission. Date of Government Version: 04/15/2015 Date Data Arrived at EDR: 04/17/2015 Date Made Active in Reports: 06/23/2015 Number of Days to Update: 67 Source: RWQCB, Central Valley Region Telephone: 559-445-5577 Last EDR Contact: 04/13/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: Varies WDS: Waste Discharge System Sites which have been issued waste discharge requirements. Date of Government Version: 06/19/2007 Date Data Arrived at EDR: 06/20/2007 Date Made Active in Reports: 06/29/2007 Number of Days to Update: 9 Source: State Water Resources Control Board Telephone: 916-341-5227 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Quarterly WIP: Well Investigation Program Case List Well Investigation Program case in the San Gabriel and San Fernando Valley area. Date of Government Version: 07/03/2009 Date Data Arrived at EDR: 07/21/2009 Date Made Active in Reports: 08/03/2009 Number of Days to Update: 13 Source: Los Angeles Water Quality Control Board Telephone: 213-576-6726 Last EDR Contact: 03/21/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Varies TC5308891.2s Page GR-30 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING MILITARY PRIV SITES: Military Privatized Sites (GEOTRACKER) Military privatized sites Date of Government Version: 03/12/2018 Date Data Arrived at EDR: 03/14/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 51 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 12/12/2018 Next Scheduled EDR Contact: 06/25/2018 Data Release Frequency: Varies OTHER OIL GAS: OTHER OIL & GAS (GEOTRACKER) Other Oil & Gas Projects sites Date of Government Version: 03/12/2018 Date Data Arrived at EDR: 03/14/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 51 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 12/12/2018 Next Scheduled EDR Contact: 06/25/2018 Data Release Frequency: Varies PROD WATER PONDS: PROD WATER PONDS (GEOTRACKER) Produced water ponds sites Date of Government Version: 03/12/2018 Date Data Arrived at EDR: 03/14/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 51 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 12/12/2018 Next Scheduled EDR Contact: 06/25/2018 Data Release Frequency: Varies PROJECT: PROJECT (GEOTRACKER) Projects sites Date of Government Version: 03/12/2018 Date Data Arrived at EDR: 03/14/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 51 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 12/12/2018 Next Scheduled EDR Contact: 06/25/2018 Data Release Frequency: Varies NON-CASE INFO: NON-CASE INFO (GEOTRACKER) Non-Case Information sites Date of Government Version: 03/12/2018 Date Data Arrived at EDR: 03/14/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 51 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 12/12/2018 Next Scheduled EDR Contact: 06/25/2018 Data Release Frequency: Varies SAMPLING POINT: SAMPLING POINT (GEOTRACKER) Sampling point - public sites Date of Government Version: 03/12/2018 Date Data Arrived at EDR: 03/14/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 51 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 12/12/2018 Next Scheduled EDR Contact: 06/25/2018 Data Release Frequency: Varies WELL STIM PROJ: WELL SAMP PROJ (GEOTRACKER) Includes areas of groundwater monitoring plans, a depiction of the monitoring network, and the facilities, boundaries, and subsurface characteristics of the oilfield and the features (oil and gas wells, produced water ponds, UIC wells, water supply wells, etc?) being monitored Date of Government Version: 03/12/2018 Date Data Arrived at EDR: 03/14/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 51 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 12/12/2018 Next Scheduled EDR Contact: 06/25/2018 Data Release Frequency: Varies TC5308891.2s Page GR-31 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CIWQS: The California Integrated Water Quality System The California Integrated Water Quality System (CIWQS) is a computer system used by the State and Regional Water Quality Control Boards to track information about places of environmental interest, manage permits and other orders, track inspections, and manage violations and enforcement activities. Date of Government Version: 03/05/2018 Date Data Arrived at EDR: 03/05/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 60 Source: State Water Resources Control Board Telephone: 866-794-4977 Last EDR Contact: 03/06/2018 Next Scheduled EDR Contact: 06/18/2018 Data Release Frequency: Varies UIC GEO: UIC GEO (GEOTRACKER) Underground control injection sites Date of Government Version: 03/12/2018 Date Data Arrived at EDR: 03/14/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 51 Source: State Water Resource Control Board Telephone: 866-480-1028 Last EDR Contact: 12/12/2018 Next Scheduled EDR Contact: 06/25/2018 Data Release Frequency: Varies EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP: EDR Proprietary Manufactured Gas Plants The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants) compiled by EDR’s researchers. Manufactured gas sites were used in the United States from the 1800’s to 1950’s to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production, such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds are potentially hazardous to human health and the environment. The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil and groundwater contamination. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned EDR Hist Auto: EDR Exclusive Historical Auto Stations EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR Hist Cleaner: EDR Exclusive Historical Cleaners EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include dry cleaning establishments. The categories reviewed included, but were not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry, wash & dry etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. TC5308891.2s Page GR-32 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA LF: Recovered Government Archive Solid Waste Facilities List The EDR Recovered Government Archive Landfill database provides a list of landfills derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Resources Recycling and Recovery in California. Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 01/13/2014 Number of Days to Update: 196 Source: Department of Resources Recycling and Recovery Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies RGA LUST: Recovered Government Archive Leaking Underground Storage Tank The EDR Recovered Government Archive Leaking Underground Storage Tank database provides a list of LUST incidents derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the State Water Resources Control Board in California. Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 12/30/2013 Number of Days to Update: 182 Source: State Water Resources Control Board Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies COUNTY RECORDS ALAMEDA COUNTY: Contaminated Sites A listing of contaminated sites overseen by the Toxic Release Program (oil and groundwater contamination from chemical releases and spills) and the Leaking Underground Storage Tank Program (soil and ground water contamination from leaking petroleum USTs). Date of Government Version: 01/09/2018 Date Data Arrived at EDR: 01/11/2018 Date Made Active in Reports: 02/22/2018 Number of Days to Update: 42 Source: Alameda County Environmental Health Services Telephone: 510-567-6700 Last EDR Contact: 04/05/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: Semi-Annually Underground Tanks Underground storage tank sites located in Alameda county. Date of Government Version: 04/05/2018 Date Data Arrived at EDR: 04/10/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 24 Source: Alameda County Environmental Health Services Telephone: 510-567-6700 Last EDR Contact: 04/05/2018 Next Scheduled EDR Contact: 04/24/2047 Data Release Frequency: Semi-Annually AMADOR COUNTY: TC5308891.2s Page GR-33 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA Facility List Cupa Facility List Date of Government Version: 03/01/2018 Date Data Arrived at EDR: 03/05/2018 Date Made Active in Reports: 03/15/2018 Number of Days to Update: 10 Source: Amador County Environmental Health Telephone: 209-223-6439 Last EDR Contact: 02/28/2018 Next Scheduled EDR Contact: 06/18/2018 Data Release Frequency: Varies BUTTE COUNTY: CUPA Facility Listing Cupa facility list. Date of Government Version: 04/21/2017 Date Data Arrived at EDR: 04/25/2017 Date Made Active in Reports: 08/09/2017 Number of Days to Update: 106 Source: Public Health Department Telephone: 530-538-7149 Last EDR Contact: 04/05/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: No Update Planned CALVERAS COUNTY: CUPA Facility Listing Cupa Facility Listing Date of Government Version: 01/25/2018 Date Data Arrived at EDR: 01/26/2018 Date Made Active in Reports: 03/14/2018 Number of Days to Update: 47 Source: Calveras County Environmental Health Telephone: 209-754-6399 Last EDR Contact: 03/26/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly COLUSA COUNTY: CUPA Facility List Cupa facility list. Date of Government Version: 02/26/2018 Date Data Arrived at EDR: 03/01/2018 Date Made Active in Reports: 03/15/2018 Number of Days to Update: 14 Source: Health & Human Services Telephone: 530-458-0396 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Semi-Annually CONTRA COSTA COUNTY: Site List List includes sites from the underground tank, hazardous waste generator and business plan/2185 programs. Date of Government Version: 02/22/2018 Date Data Arrived at EDR: 02/27/2018 Date Made Active in Reports: 04/16/2018 Number of Days to Update: 48 Source: Contra Costa Health Services Department Telephone: 925-646-2286 Last EDR Contact: 04/30/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Semi-Annually DEL NORTE COUNTY: TC5308891.2s Page GR-34 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA Facility List Cupa Facility list Date of Government Version: 01/05/2018 Date Data Arrived at EDR: 02/02/2018 Date Made Active in Reports: 03/14/2018 Number of Days to Update: 40 Source: Del Norte County Environmental Health Division Telephone: 707-465-0426 Last EDR Contact: 04/25/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Varies EL DORADO COUNTY: CUPA Facility List CUPA facility list. Date of Government Version: 03/05/2018 Date Data Arrived at EDR: 03/08/2018 Date Made Active in Reports: 04/16/2018 Number of Days to Update: 39 Source: El Dorado County Environmental Management Department Telephone: 530-621-6623 Last EDR Contact: 04/30/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Varies FRESNO COUNTY: CUPA Resources List Certified Unified Program Agency. CUPA’s are responsible for implementing a unified hazardous materials and hazardous waste management regulatory program. The agency provides oversight of businesses that deal with hazardous materials, operate underground storage tanks or aboveground storage tanks. Date of Government Version: 03/01/2018 Date Data Arrived at EDR: 03/05/2018 Date Made Active in Reports: 03/14/2018 Number of Days to Update: 9 Source: Dept. of Community Health Telephone: 559-445-3271 Last EDR Contact: 03/06/2018 Next Scheduled EDR Contact: 07/16/2018 Data Release Frequency: Semi-Annually GLENN COUNTY: CUPA Facility List Cupa facility list Date of Government Version: 01/22/2018 Date Data Arrived at EDR: 01/24/2018 Date Made Active in Reports: 03/14/2018 Number of Days to Update: 49 Source: Glenn County Air Pollution Control District Telephone: 830-934-6500 Last EDR Contact: 04/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies HUMBOLDT COUNTY: CUPA Facility List CUPA facility list. Date of Government Version: 03/05/2018 Date Data Arrived at EDR: 03/08/2018 Date Made Active in Reports: 04/30/2018 Number of Days to Update: 53 Source: Humboldt County Environmental Health Telephone: N/A Last EDR Contact: 05/21/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Semi-Annually IMPERIAL COUNTY: TC5308891.2s Page GR-35 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA Facility List Cupa facility list. Date of Government Version: 01/22/2018 Date Data Arrived at EDR: 01/26/2018 Date Made Active in Reports: 03/14/2018 Number of Days to Update: 47 Source: San Diego Border Field Office Telephone: 760-339-2777 Last EDR Contact: 04/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies INYO COUNTY: CUPA Facility List Cupa facility list. Date of Government Version: 06/08/2017 Date Data Arrived at EDR: 06/09/2017 Date Made Active in Reports: 08/04/2017 Number of Days to Update: 56 Source: Inyo County Environmental Health Services Telephone: 760-878-0238 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Varies KERN COUNTY: Underground Storage Tank Sites & Tank Listing Kern County Sites and Tanks Listing. Date of Government Version: 02/02/2018 Date Data Arrived at EDR: 02/02/2018 Date Made Active in Reports: 03/28/2018 Number of Days to Update: 54 Source: Kern County Environment Health Services Department Telephone: 661-862-8700 Last EDR Contact: 05/02/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Quarterly KINGS COUNTY: CUPA Facility List A listing of sites included in the county’s Certified Unified Program Agency database. California’s Secretary for Environmental Protection established the unified hazardous materials and hazardous waste regulatory program as required by chapter 6.11 of the California Health and Safety Code. The Unified Program consolidates the administration, permits, inspections, and enforcement activities. Date of Government Version: 11/14/2017 Date Data Arrived at EDR: 11/17/2017 Date Made Active in Reports: 12/15/2017 Number of Days to Update: 28 Source: Kings County Department of Public Health Telephone: 559-584-1411 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Varies LAKE COUNTY: CUPA Facility List Cupa facility list Date of Government Version: 02/06/2018 Date Data Arrived at EDR: 02/09/2018 Date Made Active in Reports: 03/14/2018 Number of Days to Update: 33 Source: Lake County Environmental Health Telephone: 707-263-1164 Last EDR Contact: 04/16/2018 Next Scheduled EDR Contact: 07/30/2018 Data Release Frequency: Varies LASSEN COUNTY: TC5308891.2s Page GR-36 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA Facility List Cupa facility list Date of Government Version: 01/22/2018 Date Data Arrived at EDR: 01/24/2018 Date Made Active in Reports: 03/14/2018 Number of Days to Update: 49 Source: Lassen County Environmental Health Telephone: 530-251-8528 Last EDR Contact: 04/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies LOS ANGELES COUNTY: San Gabriel Valley Areas of Concern San Gabriel Valley areas where VOC contamination is at or above the MCL as designated by region 9 EPA office. Date of Government Version: 03/30/2009 Date Data Arrived at EDR: 03/31/2009 Date Made Active in Reports: 10/23/2009 Number of Days to Update: 206 Source: EPA Region 9 Telephone: 415-972-3178 Last EDR Contact: 03/14/2018 Next Scheduled EDR Contact: 07/02/2018 Data Release Frequency: No Update Planned HMS: Street Number List Industrial Waste and Underground Storage Tank Sites. Date of Government Version: 01/16/2018 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 03/20/2018 Number of Days to Update: 56 Source: Department of Public Works Telephone: 626-458-3517 Last EDR Contact: 04/05/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: Semi-Annually List of Solid Waste Facilities Solid Waste Facilities in Los Angeles County. Date of Government Version: 01/16/2018 Date Data Arrived at EDR: 01/16/2018 Date Made Active in Reports: 02/14/2018 Number of Days to Update: 29 Source: La County Department of Public Works Telephone: 818-458-5185 Last EDR Contact: 04/17/2018 Next Scheduled EDR Contact: 07/30/2018 Data Release Frequency: Varies City of Los Angeles Landfills Landfills owned and maintained by the City of Los Angeles. Date of Government Version: 01/01/2018 Date Data Arrived at EDR: 05/01/2018 Date Made Active in Reports: 05/14/2018 Number of Days to Update: 13 Source: Engineering & Construction Division Telephone: 213-473-7869 Last EDR Contact: 04/11/2018 Next Scheduled EDR Contact: 07/30/2018 Data Release Frequency: Varies Site Mitigation List Industrial sites that have had some sort of spill or complaint. Date of Government Version: 01/01/2018 Date Data Arrived at EDR: 01/17/2018 Date Made Active in Reports: 02/14/2018 Number of Days to Update: 28 Source: Community Health Services Telephone: 323-890-7806 Last EDR Contact: 04/17/2018 Next Scheduled EDR Contact: 07/30/2018 Data Release Frequency: Annually City of El Segundo Underground Storage Tank Underground storage tank sites located in El Segundo city. TC5308891.2s Page GR-37 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 01/21/2017 Date Data Arrived at EDR: 04/19/2017 Date Made Active in Reports: 05/10/2017 Number of Days to Update: 21 Source: City of El Segundo Fire Department Telephone: 310-524-2236 Last EDR Contact: 04/11/2018 Next Scheduled EDR Contact: 07/30/2018 Data Release Frequency: Semi-Annually City of Long Beach Underground Storage Tank Underground storage tank sites located in the city of Long Beach. Date of Government Version: 03/09/2017 Date Data Arrived at EDR: 03/10/2017 Date Made Active in Reports: 05/03/2017 Number of Days to Update: 54 Source: City of Long Beach Fire Department Telephone: 562-570-2563 Last EDR Contact: 04/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Annually City of Torrance Underground Storage Tank Underground storage tank sites located in the city of Torrance. Date of Government Version: 01/04/2018 Date Data Arrived at EDR: 01/05/2018 Date Made Active in Reports: 01/18/2018 Number of Days to Update: 13 Source: City of Torrance Fire Department Telephone: 310-618-2973 Last EDR Contact: 04/05/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: Semi-Annually MADERA COUNTY: CUPA Facility List A listing of sites included in the county’s Certified Unified Program Agency database. California’s Secretary for Environmental Protection established the unified hazardous materials and hazardous waste regulatory program as required by chapter 6.11 of the California Health and Safety Code. The Unified Program consolidates the administration, permits, inspections, and enforcement activities. Date of Government Version: 02/21/2018 Date Data Arrived at EDR: 02/22/2018 Date Made Active in Reports: 04/03/2018 Number of Days to Update: 40 Source: Madera County Environmental Health Telephone: 559-675-7823 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Varies MARIN COUNTY: Underground Storage Tank Sites Currently permitted USTs in Marin County. Date of Government Version: 03/30/2018 Date Data Arrived at EDR: 04/06/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 28 Source: Public Works Department Waste Management Telephone: 415-473-6647 Last EDR Contact: 03/29/2018 Next Scheduled EDR Contact: 07/16/2018 Data Release Frequency: Semi-Annually MERCED COUNTY: CUPA Facility List CUPA facility list. Date of Government Version: 01/11/2018 Date Data Arrived at EDR: 01/12/2018 Date Made Active in Reports: 02/08/2018 Number of Days to Update: 27 Source: Merced County Environmental Health Telephone: 209-381-1094 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Varies MONO COUNTY: TC5308891.2s Page GR-38 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA Facility List CUPA Facility List Date of Government Version: 02/22/2018 Date Data Arrived at EDR: 02/27/2018 Date Made Active in Reports: 03/14/2018 Number of Days to Update: 15 Source: Mono County Health Department Telephone: 760-932-5580 Last EDR Contact: 05/22/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Varies MONTEREY COUNTY: CUPA Facility Listing CUPA Program listing from the Environmental Health Division. Date of Government Version: 03/27/2018 Date Data Arrived at EDR: 03/29/2018 Date Made Active in Reports: 04/16/2018 Number of Days to Update: 18 Source: Monterey County Health Department Telephone: 831-796-1297 Last EDR Contact: 05/21/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Varies NAPA COUNTY: Sites With Reported Contamination A listing of leaking underground storage tank sites located in Napa county. Date of Government Version: 01/09/2017 Date Data Arrived at EDR: 01/11/2017 Date Made Active in Reports: 03/02/2017 Number of Days to Update: 50 Source: Napa County Department of Environmental Management Telephone: 707-253-4269 Last EDR Contact: 05/22/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: No Update Planned Closed and Operating Underground Storage Tank Sites Underground storage tank sites located in Napa county. Date of Government Version: 02/22/2018 Date Data Arrived at EDR: 02/27/2018 Date Made Active in Reports: 03/29/2018 Number of Days to Update: 30 Source: Napa County Department of Environmental Management Telephone: 707-253-4269 Last EDR Contact: 05/22/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: No Update Planned NEVADA COUNTY: CUPA Facility List CUPA facility list. Date of Government Version: 01/31/2018 Date Data Arrived at EDR: 02/01/2018 Date Made Active in Reports: 03/14/2018 Number of Days to Update: 41 Source: Community Development Agency Telephone: 530-265-1467 Last EDR Contact: 04/25/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Varies ORANGE COUNTY: List of Industrial Site Cleanups Petroleum and non-petroleum spills. TC5308891.2s Page GR-39 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 02/05/2018 Date Data Arrived at EDR: 02/13/2018 Date Made Active in Reports: 04/03/2018 Number of Days to Update: 49 Source: Health Care Agency Telephone: 714-834-3446 Last EDR Contact: 05/07/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Annually List of Underground Storage Tank Cleanups Orange County Underground Storage Tank Cleanups (LUST). Date of Government Version: 02/05/2018 Date Data Arrived at EDR: 02/13/2018 Date Made Active in Reports: 03/20/2018 Number of Days to Update: 35 Source: Health Care Agency Telephone: 714-834-3446 Last EDR Contact: 05/07/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Quarterly List of Underground Storage Tank Facilities Orange County Underground Storage Tank Facilities (UST). Date of Government Version: 01/02/2018 Date Data Arrived at EDR: 02/07/2018 Date Made Active in Reports: 03/28/2018 Number of Days to Update: 49 Source: Health Care Agency Telephone: 714-834-3446 Last EDR Contact: 05/08/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Quarterly PLACER COUNTY: Master List of Facilities List includes aboveground tanks, underground tanks and cleanup sites. Date of Government Version: 03/15/2018 Date Data Arrived at EDR: 03/19/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 46 Source: Placer County Health and Human Services Telephone: 530-745-2363 Last EDR Contact: 03/15/2018 Next Scheduled EDR Contact: 06/18/2018 Data Release Frequency: Semi-Annually PLUMAS COUNTY: CUPA Facility List Plumas County CUPA Program facilities. Date of Government Version: 01/22/2018 Date Data Arrived at EDR: 01/24/2018 Date Made Active in Reports: 03/15/2018 Number of Days to Update: 50 Source: Plumas County Environmental Health Telephone: 530-283-6355 Last EDR Contact: 04/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies RIVERSIDE COUNTY: Listing of Underground Tank Cleanup Sites Riverside County Underground Storage Tank Cleanup Sites (LUST). Date of Government Version: 04/05/2018 Date Data Arrived at EDR: 04/10/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 24 Source: Department of Environmental Health Telephone: 951-358-5055 Last EDR Contact: 03/19/2018 Next Scheduled EDR Contact: 07/02/2018 Data Release Frequency: Quarterly TC5308891.2s Page GR-40 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Underground Storage Tank Tank List Underground storage tank sites located in Riverside county. Date of Government Version: 04/05/2018 Date Data Arrived at EDR: 04/10/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 24 Source: Department of Environmental Health Telephone: 951-358-5055 Last EDR Contact: 03/19/2018 Next Scheduled EDR Contact: 07/02/2018 Data Release Frequency: Quarterly SACRAMENTO COUNTY: Toxic Site Clean-Up List List of sites where unauthorized releases of potentially hazardous materials have occurred. Date of Government Version: 11/02/2017 Date Data Arrived at EDR: 01/03/2018 Date Made Active in Reports: 02/05/2018 Number of Days to Update: 33 Source: Sacramento County Environmental Management Telephone: 916-875-8406 Last EDR Contact: 04/04/2018 Next Scheduled EDR Contact: 07/16/2018 Data Release Frequency: Quarterly Master Hazardous Materials Facility List Any business that has hazardous materials on site - hazardous material storage sites, underground storage tanks, waste generators. Date of Government Version: 11/02/2017 Date Data Arrived at EDR: 01/03/2018 Date Made Active in Reports: 02/14/2018 Number of Days to Update: 42 Source: Sacramento County Environmental Management Telephone: 916-875-8406 Last EDR Contact: 04/04/2018 Next Scheduled EDR Contact: 07/16/2018 Data Release Frequency: Quarterly SAN BENITO COUNTY: CUPA Facility List Cupa facility list Date of Government Version: 11/01/2017 Date Data Arrived at EDR: 11/03/2017 Date Made Active in Reports: 11/17/2017 Number of Days to Update: 14 Source: San Benito County Environmental Health Telephone: N/A Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Varies SAN BERNARDINO COUNTY: Hazardous Material Permits This listing includes underground storage tanks, medical waste handlers/generators, hazardous materials handlers, hazardous waste generators, and waste oil generators/handlers. Date of Government Version: 11/30/2017 Date Data Arrived at EDR: 12/01/2017 Date Made Active in Reports: 01/16/2018 Number of Days to Update: 46 Source: San Bernardino County Fire Department Hazardous Materials Division Telephone: 909-387-3041 Last EDR Contact: 04/06/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Quarterly SAN DIEGO COUNTY: TC5308891.2s Page GR-41 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Hazardous Materials Management Division Database The database includes: HE58 - This report contains the business name, site address, business phone number, establishment ’H’ permit number, type of permit, and the business status. HE17 - In addition to providing the same information provided in the HE58 listing, HE17 provides inspection dates, violations received by the establishment, hazardous waste generated, the quantity, method of storage, treatment/disposal of waste and the hauler, and information on underground storage tanks. Unauthorized Release List - Includes a summary of environmental contamination cases in San Diego County (underground tank cases, non-tank cases, groundwater contamination, and soil contamination are included.) Date of Government Version: 03/05/2018 Date Data Arrived at EDR: 03/07/2018 Date Made Active in Reports: 04/16/2018 Number of Days to Update: 40 Source: Hazardous Materials Management Division Telephone: 619-338-2268 Last EDR Contact: 03/07/2018 Next Scheduled EDR Contact: 06/18/2018 Data Release Frequency: Quarterly Solid Waste Facilities San Diego County Solid Waste Facilities. Date of Government Version: 10/31/2015 Date Data Arrived at EDR: 11/07/2015 Date Made Active in Reports: 01/04/2016 Number of Days to Update: 58 Source: Department of Health Services Telephone: 619-338-2209 Last EDR Contact: 04/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies Local Oversight Program Listing A listing of all LOP release sites that are or were under the County of San Diego’s jurisdiction. Included are closed or transferred cases, open cases, and cases that did not have a case type indicated. The cases without a case type are mostly complaints; however, some of them could be LOP cases. Date of Government Version: 04/18/2018 Date Data Arrived at EDR: 04/23/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 11 Source: Department of Environmental Health Telephone: 858-505-6874 Last EDR Contact: 04/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies Environmental Case Listing The listing contains all underground tank release cases and projects pertaining to properties contaminated with hazardous substances that are actively under review by the Site Assessment and Mitigation Program. Date of Government Version: 03/23/2010 Date Data Arrived at EDR: 06/15/2010 Date Made Active in Reports: 07/09/2010 Number of Days to Update: 24 Source: San Diego County Department of Environmental Health Telephone: 619-338-2371 Last EDR Contact: 02/28/2018 Next Scheduled EDR Contact: 06/18/2018 Data Release Frequency: No Update Planned SAN FRANCISCO COUNTY: Local Oversite Facilities A listing of leaking underground storage tank sites located in San Francisco county. Date of Government Version: 09/19/2008 Date Data Arrived at EDR: 09/19/2008 Date Made Active in Reports: 09/29/2008 Number of Days to Update: 10 Source: Department Of Public Health San Francisco County Telephone: 415-252-3920 Last EDR Contact: 05/02/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Quarterly Underground Storage Tank Information Underground storage tank sites located in San Francisco county. TC5308891.2s Page GR-42 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 11/02/2017 Date Data Arrived at EDR: 11/07/2017 Date Made Active in Reports: 12/19/2017 Number of Days to Update: 42 Source: Department of Public Health Telephone: 415-252-3920 Last EDR Contact: 05/02/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Quarterly SAN JOAQUIN COUNTY: San Joaquin Co. UST A listing of underground storage tank locations in San Joaquin county. Date of Government Version: 03/20/2018 Date Data Arrived at EDR: 03/22/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 43 Source: Environmental Health Department Telephone: N/A Last EDR Contact: 03/14/2018 Next Scheduled EDR Contact: 07/02/2018 Data Release Frequency: Semi-Annually SAN LUIS OBISPO COUNTY: CUPA Facility List Cupa Facility List. Date of Government Version: 11/16/2017 Date Data Arrived at EDR: 11/17/2017 Date Made Active in Reports: 12/18/2017 Number of Days to Update: 31 Source: San Luis Obispo County Public Health Department Telephone: 805-781-5596 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Varies SAN MATEO COUNTY: Business Inventory List includes Hazardous Materials Business Plan, hazardous waste generators, and underground storage tanks. Date of Government Version: 03/14/2018 Date Data Arrived at EDR: 03/20/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 45 Source: San Mateo County Environmental Health Services Division Telephone: 650-363-1921 Last EDR Contact: 03/07/2018 Next Scheduled EDR Contact: 06/25/2018 Data Release Frequency: Annually Fuel Leak List A listing of leaking underground storage tank sites located in San Mateo county. Date of Government Version: 03/15/2018 Date Data Arrived at EDR: 03/20/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 45 Source: San Mateo County Environmental Health Services Division Telephone: 650-363-1921 Last EDR Contact: 03/07/2018 Next Scheduled EDR Contact: 06/25/2018 Data Release Frequency: Semi-Annually SANTA BARBARA COUNTY: CUPA Facility Listing CUPA Program Listing from the Environmental Health Services division. Date of Government Version: 09/08/2011 Date Data Arrived at EDR: 09/09/2011 Date Made Active in Reports: 10/07/2011 Number of Days to Update: 28 Source: Santa Barbara County Public Health Department Telephone: 805-686-8167 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Varies SANTA CLARA COUNTY: TC5308891.2s Page GR-43 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Cupa Facility List Cupa facility list Date of Government Version: 02/20/2018 Date Data Arrived at EDR: 02/20/2018 Date Made Active in Reports: 03/19/2018 Number of Days to Update: 27 Source: Department of Environmental Health Telephone: 408-918-1973 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Varies HIST LUST - Fuel Leak Site Activity Report A listing of open and closed leaking underground storage tanks. This listing is no longer updated by the county. Leaking underground storage tanks are now handled by the Department of Environmental Health. Date of Government Version: 03/29/2005 Date Data Arrived at EDR: 03/30/2005 Date Made Active in Reports: 04/21/2005 Number of Days to Update: 22 Source: Santa Clara Valley Water District Telephone: 408-265-2600 Last EDR Contact: 03/23/2009 Next Scheduled EDR Contact: 06/22/2009 Data Release Frequency: No Update Planned LOP Listing A listing of leaking underground storage tanks located in Santa Clara county. Date of Government Version: 03/03/2014 Date Data Arrived at EDR: 03/05/2014 Date Made Active in Reports: 03/18/2014 Number of Days to Update: 13 Source: Department of Environmental Health Telephone: 408-918-3417 Last EDR Contact: 05/22/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Annually Hazardous Material Facilities Hazardous material facilities, including underground storage tank sites. Date of Government Version: 02/04/2018 Date Data Arrived at EDR: 02/06/2018 Date Made Active in Reports: 03/20/2018 Number of Days to Update: 42 Source: City of San Jose Fire Department Telephone: 408-535-7694 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Annually SANTA CRUZ COUNTY: CUPA Facility List CUPA facility listing. Date of Government Version: 01/21/2017 Date Data Arrived at EDR: 02/22/2017 Date Made Active in Reports: 05/23/2017 Number of Days to Update: 90 Source: Santa Cruz County Environmental Health Telephone: 831-464-2761 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Varies SHASTA COUNTY: CUPA Facility List Cupa Facility List. Date of Government Version: 06/15/2017 Date Data Arrived at EDR: 06/19/2017 Date Made Active in Reports: 08/09/2017 Number of Days to Update: 51 Source: Shasta County Department of Resource Management Telephone: 530-225-5789 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Varies SOLANO COUNTY: TC5308891.2s Page GR-44 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Leaking Underground Storage Tanks A listing of leaking underground storage tank sites located in Solano county. Date of Government Version: 03/08/2018 Date Data Arrived at EDR: 03/13/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 52 Source: Solano County Department of Environmental Management Telephone: 707-784-6770 Last EDR Contact: 02/28/2018 Next Scheduled EDR Contact: 06/18/2018 Data Release Frequency: Quarterly Underground Storage Tanks Underground storage tank sites located in Solano county. Date of Government Version: 03/08/2018 Date Data Arrived at EDR: 03/13/2018 Date Made Active in Reports: 03/29/2018 Number of Days to Update: 16 Source: Solano County Department of Environmental Management Telephone: 707-784-6770 Last EDR Contact: 02/28/2018 Next Scheduled EDR Contact: 06/18/2018 Data Release Frequency: Quarterly SONOMA COUNTY: Cupa Facility List Cupa Facility list Date of Government Version: 03/01/2018 Date Data Arrived at EDR: 03/27/2018 Date Made Active in Reports: 04/16/2018 Number of Days to Update: 20 Source: County of Sonoma Fire & Emergency Services Department Telephone: 707-565-1174 Last EDR Contact: 03/22/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Varies Leaking Underground Storage Tank Sites A listing of leaking underground storage tank sites located in Sonoma county. Date of Government Version: 04/03/2018 Date Data Arrived at EDR: 04/06/2018 Date Made Active in Reports: 05/09/2018 Number of Days to Update: 33 Source: Department of Health Services Telephone: 707-565-6565 Last EDR Contact: 03/22/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly STANISLAUS COUNTY: CUPA Facility List Cupa facility list Date of Government Version: 02/06/2018 Date Data Arrived at EDR: 02/07/2018 Date Made Active in Reports: 03/16/2018 Number of Days to Update: 37 Source: Stanislaus County Department of Ennvironmental Protection Telephone: 209-525-6751 Last EDR Contact: 04/16/2018 Next Scheduled EDR Contact: 07/30/2018 Data Release Frequency: Varies SUTTER COUNTY: Underground Storage Tanks Underground storage tank sites located in Sutter county. Date of Government Version: 01/08/2018 Date Data Arrived at EDR: 03/01/2018 Date Made Active in Reports: 03/30/2018 Number of Days to Update: 29 Source: Sutter County Department of Agriculture Telephone: 530-822-7500 Last EDR Contact: 02/28/2018 Next Scheduled EDR Contact: 06/18/2018 Data Release Frequency: Semi-Annually TEHAMA COUNTY: TC5308891.2s Page GR-45 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA Facility List Cupa facilities Date of Government Version: 01/26/2018 Date Data Arrived at EDR: 02/02/2018 Date Made Active in Reports: 03/21/2018 Number of Days to Update: 47 Source: Tehama County Department of Environmental Health Telephone: 530-527-8020 Last EDR Contact: 05/03/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Varies TRINITY COUNTY: CUPA Facility List Cupa facility list Date of Government Version: 01/22/2018 Date Data Arrived at EDR: 01/25/2018 Date Made Active in Reports: 03/19/2018 Number of Days to Update: 53 Source: Department of Toxic Substances Control Telephone: 760-352-0381 Last EDR Contact: 04/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies TULARE COUNTY: CUPA Facility List Cupa program facilities Date of Government Version: 03/19/2018 Date Data Arrived at EDR: 03/22/2018 Date Made Active in Reports: 04/17/2018 Number of Days to Update: 26 Source: Tulare County Environmental Health Services Division Telephone: 559-624-7400 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Varies TUOLUMNE COUNTY: CUPA Facility List Cupa facility list Date of Government Version: 01/22/2018 Date Data Arrived at EDR: 01/25/2018 Date Made Active in Reports: 03/16/2018 Number of Days to Update: 50 Source: Divison of Environmental Health Telephone: 209-533-5633 Last EDR Contact: 04/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies VENTURA COUNTY: Business Plan, Hazardous Waste Producers, and Operating Underground Tanks The BWT list indicates by site address whether the Environmental Health Division has Business Plan (B), Waste Producer (W), and/or Underground Tank (T) information. Date of Government Version: 12/26/2017 Date Data Arrived at EDR: 01/25/2018 Date Made Active in Reports: 03/14/2018 Number of Days to Update: 48 Source: Ventura County Environmental Health Division Telephone: 805-654-2813 Last EDR Contact: 04/23/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Quarterly Inventory of Illegal Abandoned and Inactive Sites Ventura County Inventory of Closed, Illegal Abandoned, and Inactive Sites. TC5308891.2s Page GR-46 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/01/2011 Date Data Arrived at EDR: 12/01/2011 Date Made Active in Reports: 01/19/2012 Number of Days to Update: 49 Source: Environmental Health Division Telephone: 805-654-2813 Last EDR Contact: 03/29/2018 Next Scheduled EDR Contact: 07/16/2018 Data Release Frequency: Annually Listing of Underground Tank Cleanup Sites Ventura County Underground Storage Tank Cleanup Sites (LUST). Date of Government Version: 05/29/2008 Date Data Arrived at EDR: 06/24/2008 Date Made Active in Reports: 07/31/2008 Number of Days to Update: 37 Source: Environmental Health Division Telephone: 805-654-2813 Last EDR Contact: 05/09/2018 Next Scheduled EDR Contact: 08/27/2018 Data Release Frequency: Quarterly Medical Waste Program List To protect public health and safety and the environment from potential exposure to disease causing agents, the Environmental Health Division Medical Waste Program regulates the generation, handling, storage, treatment and disposal of medical waste throughout the County. Date of Government Version: 12/26/2017 Date Data Arrived at EDR: 01/25/2018 Date Made Active in Reports: 03/20/2018 Number of Days to Update: 54 Source: Ventura County Resource Management Agency Telephone: 805-654-2813 Last EDR Contact: 04/23/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Quarterly Underground Tank Closed Sites List Ventura County Operating Underground Storage Tank Sites (UST)/Underground Tank Closed Sites List. Date of Government Version: 02/28/2018 Date Data Arrived at EDR: 03/14/2018 Date Made Active in Reports: 03/30/2018 Number of Days to Update: 16 Source: Environmental Health Division Telephone: 805-654-2813 Last EDR Contact: 03/14/2018 Next Scheduled EDR Contact: 06/25/2018 Data Release Frequency: Quarterly YOLO COUNTY: Underground Storage Tank Comprehensive Facility Report Underground storage tank sites located in Yolo county. Date of Government Version: 03/27/2018 Date Data Arrived at EDR: 04/03/2018 Date Made Active in Reports: 05/04/2018 Number of Days to Update: 31 Source: Yolo County Department of Health Telephone: 530-666-8646 Last EDR Contact: 03/29/2018 Next Scheduled EDR Contact: 07/16/2018 Data Release Frequency: Annually YUBA COUNTY: CUPA Facility List CUPA facility listing for Yuba County. Date of Government Version: 02/01/2018 Date Data Arrived at EDR: 02/02/2018 Date Made Active in Reports: 03/21/2018 Number of Days to Update: 47 Source: Yuba County Environmental Health Department Telephone: 530-749-7523 Last EDR Contact: 04/25/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Varies TC5308891.2s Page GR-47 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING OTHER DATABASE(S) Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report. CT MANIFEST: Hazardous Waste Manifest Data Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a tsd facility. Date of Government Version: 01/03/2018 Date Data Arrived at EDR: 02/14/2018 Date Made Active in Reports: 03/22/2018 Number of Days to Update: 36 Source: Department of Energy & Environmental Protection Telephone: 860-424-3375 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/27/2018 Data Release Frequency: No Update Planned NJ MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2016 Date Data Arrived at EDR: 04/11/2017 Date Made Active in Reports: 07/27/2017 Number of Days to Update: 107 Source: Department of Environmental Protection Telephone: N/A Last EDR Contact: 04/23/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: Annually NY MANIFEST: Facility and Manifest Data Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. Date of Government Version: 12/31/2017 Date Data Arrived at EDR: 01/31/2018 Date Made Active in Reports: 03/09/2018 Number of Days to Update: 37 Source: Department of Environmental Conservation Telephone: 518-402-8651 Last EDR Contact: 05/03/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Quarterly PA MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2016 Date Data Arrived at EDR: 07/25/2017 Date Made Active in Reports: 09/25/2017 Number of Days to Update: 62 Source: Department of Environmental Protection Telephone: 717-783-8990 Last EDR Contact: 04/12/2018 Next Scheduled EDR Contact: 07/30/2018 Data Release Frequency: Annually RI MANIFEST: Manifest information Hazardous waste manifest information Date of Government Version: 12/31/2017 Date Data Arrived at EDR: 02/23/2018 Date Made Active in Reports: 04/09/2018 Number of Days to Update: 45 Source: Department of Environmental Management Telephone: 401-222-2797 Last EDR Contact: 05/21/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Annually WI MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2016 Date Data Arrived at EDR: 04/13/2017 Date Made Active in Reports: 07/14/2017 Number of Days to Update: 92 Source: Department of Natural Resources Telephone: N/A Last EDR Contact: 03/08/2018 Next Scheduled EDR Contact: 06/25/2018 Data Release Frequency: Annually TC5308891.2s Page GR-48 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Oil/Gas Pipelines Source: PennWell Corporation Petroleum Bundle (Crude Oil, Refined Products, Petrochemicals, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)) N = Natural Gas Bundle (Natural Gas, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)). This map includes information copyrighted by PennWell Corporation. This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell. Electric Power Transmission Line Data Source: PennWell Corporation This map includes information copyrighted by PennWell Corporation. This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell. Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers, and nursing homes - where individuals who are sensitive receptors are likely to be located. AHA Hospitals: Source: American Hospital Association, Inc. Telephone: 312-280-5991 The database includes a listing of hospitals based on the American Hospital Association’s annual survey of hospitals. Medical Centers: Provider of Services Listing Source: Centers for Medicare & Medicaid Services Telephone: 410-786-3000 A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services, a federal agency within the U.S. Department of Health and Human Services. Nursing Homes Source: National Institutes of Health Telephone: 301-594-6248 Information on Medicare and Medicaid certified nursing homes in the United States. Public Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on elementary and secondary public education in the United States. It is a comprehensive, annual, national statistical database of all public elementary and secondary schools and school districts, which contains data that are comparable across all states. Private Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on private school locations in the United States. Daycare Centers: Licensed Facilities Source: Department of Social Services Telephone: 916-657-4041 Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone: 877-336-2627 Date of Government Version: 2003, 2015 NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. State Wetlands Data: Wetland Inventory Source: Department of Fish & Game Telephone: 916-445-0411 TC5308891.2s Page GR-49 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Current USGS 7.5 Minute Topographic Map Source: U.S. Geological Survey STREET AND ADDRESS INFORMATION © 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC5308891.2s Page GR-50 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING TC5308891.2s Page A-1 geologic strata. of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics 2. Groundwater flow velocity. 1. Groundwater flow direction, and Assessment of the impact of contaminant migration generally has two principal investigative components: forming an opinion about the impact of potential contaminant migration. EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in 2012Version Date: 5640416 SAN JOSE WEST, CATarget Property Map: USGS TOPOGRAPHIC MAP 208 ft. above sea levelElevation: 4126087.2UTM Y (Meters): 594123.0UTM X (Meters): Zone 10Universal Tranverse Mercator: 121.938312 - 121˚ 56’ 17.92’’Longitude (West): 37.278454 - 37˚ 16’ 42.43’’Latitude (North): TARGET PROPERTY COORDINATES CAMPBELL, CA 95008 680 EAST MCGLINCY 389104 - CAMPBELL, CA TARGET PROPERTY ADDRESS ®GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM® TC5308891.2s Page A-2 should be field verified. on a relative (not an absolute) basis. Relative elevation information between sites of close proximity Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated SURROUNDING TOPOGRAPHY: ELEVATION PROFILES Elevation (ft)Elevation (ft)TP TP 0 1/2 1 Miles✩Target Property Elevation: 208 ft. North South West East237233229225221216213211210208208203200198179190189189183214214215216211192211215214208205200204200197195192192190General NEGeneral Topographic Gradient: TARGET PROPERTY TOPOGRAPHY should contamination exist on the target property, what downgradient sites might be impacted. assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to TOPOGRAPHIC INFORMATION collected on nearby properties, and regional groundwater flow information (from deep aquifers). sources of information, such as surface topographic information, hydrologic information, hydrogeologic data using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other Groundwater flow direction for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW DIRECTION INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC5308891.2s Page A-3 Not Reported GENERAL DIRECTIONLOCATION GROUNDWATER FLOWFROM TPMAP ID hydrogeologically, and the depth to water table. authorities at select sites and has extracted the date of the report, groundwater flow direction as determined flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater AQUIFLOW® Search Radius: 1.000 Mile. * ©1996 Site-specific hydrogeological data gathered by CERCLIS Alerts, Inc., Bainbridge Island, WA. All rights reserved. All of the information and opinions presented are those of the cited EPA report(s), which were completed under a Comprehensive Environmental Response Compensation and Liability Information System (CERCLIS) investigation. Information is inferred in the CERCLIS investigation report(s) Data Quality: No information about a sole source aquifer is available Sole Source Aquifer: discontinuous or leaky in the vicinity of the site. An aquitard that separates the surficial and lower aquifers is Hydraulic Connection: 100 feet to 130 feet. Inferred Depth to Water: NNE, BUT MAY BE ALTERED BY LOCAL PUMPING. Groundwater Flow Direction: CAD981990021 Site EPA ID Number: Noble Properties/Orchard Oak Site Name: 1/2 - 1 Mile NNW Location Relative to TP: 1.25 miles Search Radius: Site-Specific Hydrogeological Data*: * ©1996 Site-specific hydrogeological data gathered by CERCLIS Alerts, Inc., Bainbridge Island, WA. All rights reserved. All of the information and opinions presented are those of the cited EPA report(s), which were completed under a Comprehensive Environmental Response Compensation and Liability Information System (CERCLIS) investigation. contamination exist on the target property, what downgradient sites might be impacted. environmental professional in forming an opinion about the impact of nearby contaminated properties or, should of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator HYDROGEOLOGIC INFORMATION YES - refer to the Overview Map and Detail MapSAN JOSE WEST NATIONAL WETLAND INVENTORY NWI Electronic Data CoverageNWI Quad at Target Property FEMA FIRM Flood data06085C0243H FEMA FIRM Flood data06085C0241H FEMA FIRM Flood data06085C0237H Additional Panels in search area:FEMA Source Type FEMA FIRM Flood data06085C0239H Flood Plain Panel at Target Property FEMA Source Type FEMA FLOOD ZONE and bodies of water). Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways contamination exist on the target property, what downgradient sites might be impacted. the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist HYDROLOGIC INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC5308891.2s Page A-4 > 60 inchesDepth to Bedrock Max: > 60 inchesDepth to Bedrock Min: MODERATECorrosion Potential - Uncoated Steel: Hydric Status: Soil does not meet the requirements for a hydric soil. Not reportedSoil Drainage Class: textures. moderately well and well drained soils with moderately coarse Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group: clay loamSoil Surface Texture: BOTELLA Soil Component Name: The following information is based on Soil Conservation Service STATSGO data. in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY Map, USGS Digital Data Series DDS - 11 (1994). of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Stratifed SequenceCategory:CenozoicEra: QuaternarySystem: QuaternarySeries: QCode: (decoded above as Era, System & Series) at which contaminant migration may be occurring. Geologic information can be used by the environmental professional in forming an opinion about the relative speed GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW VELOCITY INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC5308891.2s Page A-5 1.000State Database Nearest PWS within 1 mileFederal FRDS PWS 1.000Federal USGS WELL SEARCH DISTANCE INFORMATION SEARCH DISTANCE (miles)DATABASE opinion about the impact of contaminant migration on nearby drinking water wells. professional in assessing sources that may impact ground water flow direction, and in forming an EDR Local/Regional Water Agency records provide water well information to assist the environmental LOCAL / REGIONAL WATER AGENCY RECORDS No Other Soil TypesDeeper Soil Types: No Other Soil TypesShallow Soil Types: No Other Soil TypesSurficial Soil Types: No Other Soil TypesSoil Surface Textures: appear within the general area of target property. Based on Soil Conservation Service STATSGO data, the following additional subordinant soil types may OTHER SOIL TYPES IN AREA Min: 5.60 Max: 7.80 Min: 0.20 Max: 0.60 Clayey sand. Sands with fines, SOILS, Sands, COARSE-GRAINED Soils. 200), Clayey passing No. than 35 pct. Materials (more Silt-Claysandy clay loam76 inches41 inches 3 Min: 5.60 Max: 7.80 Min: 0.20 Max: 0.60 50%), Lean Clay limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Clayey passing No. than 35 pct. Materials (more Silt-Claysilty clay loam41 inches 9 inches 2 Min: 5.60 Max: 7.30 Min: 0.20 Max: 0.60 50%), Lean Clay limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Clayey passing No. than 35 pct. Materials (more Silt-Clayclay loam 9 inches 0 inches 1 Soil Layer Information Boundary Classification Permeability Rate (in/hr) Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC5308891.2s Page A-6 1/2 - 1 Mile WNW7807 25 1/2 - 1 Mile WNW7808 D22 1/2 - 1 Mile WNW7809 D21 1/2 - 1 Mile WNW7810 D20 1/2 - 1 Mile WNW7806 D19 1/2 - 1 Mile WNW7798 D18 1/2 - 1 Mile WNW7799 D17 1/2 - 1 Mile WNW7800 D16 1/4 - 1/2 Mile NNE7795 C14 1/4 - 1/2 Mile NNE7793 C13 1/4 - 1/2 Mile NNE7813 C12 1/4 - 1/2 Mile WSWCADW60000004091 B11 1/4 - 1/2 Mile WSWCADW60000004093 B10 1/4 - 1/2 Mile WSWCADW60000004089 B9 1/4 - 1/2 Mile WSWCADW60000004090 B8 1/4 - 1/2 Mile WSWCADW60000004092 B7 1/4 - 1/2 Mile ENE7812 A2 1/4 - 1/2 Mile ENE7811 A1 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID Note: PWS System location is not always the same as well location. No PWS System Found FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION FROM TPWELL IDMAP ID 1/2 - 1 Mile WNWUSGS40000181887 26 1/2 - 1 Mile NNEUSGS40000181948 24 1/2 - 1 Mile NorthUSGS40000181945 23 1/2 - 1 Mile WSWUSGS40000181859 15 1/4 - 1/2 Mile WSWUSGS40000181860 B6 1/4 - 1/2 Mile WSWUSGS40000181858 B5 1/4 - 1/2 Mile WSWUSGS40000181857 B4 1/4 - 1/2 Mile WSWUSGS40000181861 B3 FEDERAL USGS WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.20 0 2002 00 1 6 0 1 6 0 1 6 0 1602 40240 240 240 200 2 0 0 2 00 20020 0 2 00 CA TC5308891.2s Page A-8 24000Sourcemap scale:-121.9438453Longitude: 37.2766098Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:18050003Huc code: Not ReportedMonloc desc: WellMonloc type: 007S001W35L016MMonloc name: USGS-371636121563405Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: B3 WSW 1/4 - 1/2 Mile Higher USGS40000181861FED USGS SAN JOSE VICINITYArea Served: 206890Connections:944000Pop Served: San Jose, CA 95128 1221 S. Bascom Avenue Organization That Operates System: San Jose Water CompanySystem Name: 4310011System Number: FIRST STREET WELL 02 - DESTROYEDSource Name: 1 Mile (One Minute)Precision:371650.0 1215600.0Source Lat/Long: DestroyedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:05District Number: Santa ClaraCounty:4310011046FRDS Number: HENUser ID:07S/01W-35C02 MPrime Station Code: Water System Information: A2 ENE 1/4 - 1/2 Mile Lower 7812CA WELLS SAN JOSE VICINITYArea Served: 206890Connections:944000Pop Served: San Jose, CA 95128 1221 S. Bascom Avenue Organization That Operates System: San Jose Water CompanySystem Name: 4310011System Number: FIRST STREET WELL 01 - DESTROYEDSource Name: 1 Mile (One Minute)Precision:371650.0 1215600.0Source Lat/Long: DestroyedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:05District Number: Santa ClaraCounty:4310011045FRDS Number: HENUser ID:07S/01W-35C01 MPrime Station Code: Water System Information: A1 ENE 1/4 - 1/2 Mile Lower 7811CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5308891.2s Page A-9 Note: The site had been pumped recently. 2001-12-13 145 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 1 ftWellholedepth units: 873Wellholedepth:ftWelldepth units: 850Welldepth:20010804Construction date: Unconfined multiple aquifersAquifer type: Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Interpolated from topographic mapVertcollection method: feetVert accmeasure units: 2.5Vertacc measure val:feetVert measure units: 213Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-121.9438453Longitude: 37.2766098Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:18050003Huc code: Not ReportedMonloc desc: WellMonloc type: 007S001W35L012MMonloc name: USGS-371636121563401Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: B4 WSW 1/4 - 1/2 Mile Higher USGS40000181857FED USGS Note: The site had been pumped recently. 2001-12-11 28.8 Note: The site had been pumped recently. 2001-12-14 60 Note: The site had been pumped recently. 2001-12-16 60 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 3 ftWellholedepth units: 873Wellholedepth:ftWelldepth units: 180Welldepth:20010804Construction date: Unconfined multiple aquifersAquifer type: Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Interpolated from topographic mapVertcollection method: feetVert accmeasure units: 2.5Vertacc measure val:feetVert measure units: 213Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5308891.2s Page A-10 Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Interpolated from topographic mapVertcollection method: feetVert accmeasure units: 2.5Vertacc measure val:feetVert measure units: 213Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-121.9438453Longitude: 37.2766098Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:18050003Huc code: Not ReportedMonloc desc: WellMonloc type: 007S001W35L015MMonloc name: USGS-371636121563404Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: B6 WSW 1/4 - 1/2 Mile Higher USGS40000181860FED USGS Ground-water levels, Number of Measurements: 0 ftWellholedepth units: 873Wellholedepth:ftWelldepth units: 530Welldepth:20010804Construction date: Unconfined multiple aquifersAquifer type: Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Interpolated from topographic mapVertcollection method: feetVert accmeasure units: 2.5Vertacc measure val:feetVert measure units: 213Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-121.9438453Longitude: 37.2766098Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:18050003Huc code: Not ReportedMonloc desc: WellMonloc type: 007S001W35L013MMonloc name: USGS-371636121563402Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: B5 WSW 1/4 - 1/2 Mile Higher USGS40000181858FED USGS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5308891.2s Page A-11 CADW60000004090Site id: North Central Region OfficeDwr region: 80236Dwr region id: Santa ClaraBasin desc: ’2-9.02’Basin code: Santa ClaraCounty name: 43County id: ObservationWell use descrip: 1Well use id: ’07S01W35L014’Local well name: 07S01W35L014MState well numbe: 372767N1219439W002Site code: -121.94389Longitude: 37.27667Latitude: 4090Objectid: B8 WSW 1/4 - 1/2 Mile Higher CADW60000004090CA WELLS CADW60000004092Site id: North Central Region OfficeDwr region: 80236Dwr region id: Santa ClaraBasin desc: ’2-9.02’Basin code: Santa ClaraCounty name: 43County id: ObservationWell use descrip: 1Well use id: ’07S01W35L016’Local well name: 07S01W35L016MState well numbe: 372767N1219439W004Site code: -121.94389Longitude: 37.27668Latitude: 4092Objectid: B7 WSW 1/4 - 1/2 Mile Higher CADW60000004092CA WELLS Note: The site had been pumped recently. 2001-12-11 120 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 1 ftWellholedepth units: 873Wellholedepth:ftWelldepth units: 300Welldepth:20010804Construction date: Unconfined multiple aquifersAquifer type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5308891.2s Page A-12 Santa ClaraCounty name: 43County id: ObservationWell use descrip: 1Well use id: ’07S01W35L015’Local well name: 07S01W35L015MState well numbe: 372767N1219439W003Site code: -121.94389Longitude: 37.27667Latitude: 4091Objectid: B11 WSW 1/4 - 1/2 Mile Higher CADW60000004091CA WELLS CADW60000004093Site id: North Central Region OfficeDwr region: 80236Dwr region id: Santa ClaraBasin desc: ’2-9.02’Basin code: Santa ClaraCounty name: 43County id: ObservationWell use descrip: 1Well use id: ’07S01W35L017’Local well name: 07S01W35L017MState well numbe: 372767N1219439W005Site code: -121.94389Longitude: 37.27667Latitude: 4093Objectid: B10 WSW 1/4 - 1/2 Mile Higher CADW60000004093CA WELLS CADW60000004089Site id: North Central Region OfficeDwr region: 80236Dwr region id: Santa ClaraBasin desc: ’2-9.02’Basin code: Santa ClaraCounty name: 43County id: ObservationWell use descrip: 1Well use id: ’07S01W35L013’Local well name: 07S01W35L013MState well numbe: 372767N1219439W001Site code: -121.94389Longitude: 37.27667Latitude: 4089Objectid: B9 WSW 1/4 - 1/2 Mile Higher CADW60000004089CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5308891.2s Page A-13 RIDGLEY WELL 03 - STANDBYSource Name: UndefinedPrecision:371700.0 1215600.0Source Lat/Long: Standby UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:05District Number: Santa ClaraCounty:4310011080FRDS Number: HENUser ID:07S/01W-26R04 MPrime Station Code: Water System Information: C14 NNE 1/4 - 1/2 Mile Lower 7795CA WELLS SAN JOSE VICINITYArea Served: 206890Connections:944000Pop Served: San Jose, CA 95128 1221 S. Bascom Avenue Organization That Operates System: San Jose Water CompanySystem Name: 4310011System Number: RIDGLEY WELL 01 - STANDBYSource Name: 0.5 Mile (30 Seconds)Precision:371700.0 1215600.0Source Lat/Long: Standby UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:05District Number: Santa ClaraCounty:4310011078FRDS Number: HENUser ID:07S/01W-26R02 MPrime Station Code: Water System Information: C13 NNE 1/4 - 1/2 Mile Lower 7793CA WELLS SAN JOSE VICINITYArea Served: 206890Connections:944000Pop Served: San Jose, CA 95128 1221 S. Bascom Avenue Organization That Operates System: San Jose Water CompanySystem Name: 4310011System Number: FIRST STREET WELL 03Source Name: 0.5 Mile (30 Seconds)Precision:371700.0 1215600.0Source Lat/Long: Active RawWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:05District Number: Santa ClaraCounty:4310011047FRDS Number: HENUser ID:07S/01W-35C03 MPrime Station Code: Water System Information: C12 NNE 1/4 - 1/2 Mile Lower 7813CA WELLS CADW60000004091Site id: North Central Region OfficeDwr region: 80236Dwr region id: Santa ClaraBasin desc: ’2-9.02’Basin code: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5308891.2s Page A-14 SAN TOMAS WELL 05 - INACTIVESource Name: 1 Mile (One Minute)Precision:371700.0 1215700.0Source Lat/Long: Inactive UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:05District Number: Santa ClaraCounty:4310011083FRDS Number: HENUser ID:07S/01W-27P05 MPrime Station Code: Water System Information: D16 WNW 1/2 - 1 Mile Lower 7800CA WELLS Note: The site had been pumped recently. 2001-12-16 145 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 1 ftWellholedepth units: 873Wellholedepth:ftWelldepth units: 410Welldepth:20010804Construction date: Unconfined multiple aquifersAquifer type: Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Interpolated from topographic mapVertcollection method: feetVert accmeasure units: 2.5Vertacc measure val:feetVert measure units: 213Vert measure val:NAD83Horiz coord refsys: Interpolated from Digital MapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-121.9491233Longitude: 37.2766098Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:18050003Huc code: Not ReportedMonloc desc: WellMonloc type: 007S001W35L014MMonloc name: USGS-371636121563403Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: 15 WSW 1/2 - 1 Mile Higher USGS40000181859FED USGS 1,1,1-TRICHLOROETHANEChemical: 1.4 UG/LFindings:05-OCT-06Sample Collected: SAN JOSE VICINITYArea Served: 206890Connections:944000Pop Served: San Jose, CA 95128 1221 S. Bascom Avenue Organization That Operates System: San Jose Water CompanySystem Name: 4310011System Number: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5308891.2s Page A-15 VIRGINIA WELL 02Source Name: 0.5 Mile (30 Seconds)Precision:371700.0 1215700.0Source Lat/Long: Active UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:05District Number: Santa ClaraCounty:4310011121FRDS Number: HENUser ID:07S/01W-34F01 MPrime Station Code: Water System Information: D19 WNW 1/2 - 1 Mile Lower 7806CA WELLS SAN JOSE VICINITYArea Served: 206890Connections:944000Pop Served: San Jose, CA 95128 1221 S. Bascom Avenue Organization That Operates System: San Jose Water CompanySystem Name: 4310011System Number: SAN TOMAS WELL 04 - INACTIVESource Name: 1 Mile (One Minute)Precision:371700.0 1215700.0Source Lat/Long: Inactive UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:05District Number: Santa ClaraCounty:4310011082FRDS Number: HENUser ID:07S/01W-27P01 MPrime Station Code: Water System Information: D18 WNW 1/2 - 1 Mile Lower 7798CA WELLS SAN JOSE VICINITYArea Served: 206890Connections:944000Pop Served: San Jose, CA 95128 1221 S. Bascom Avenue Organization That Operates System: San Jose Water CompanySystem Name: 4310011System Number: SAN TOMAS WELL 02 - STANDBYSource Name: 0.5 Mile (30 Seconds)Precision:371700.0 1215700.0Source Lat/Long: Standby UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:05District Number: Santa ClaraCounty:4310011081FRDS Number: HENUser ID:07S/01W-27P03 MPrime Station Code: Water System Information: D17 WNW 1/2 - 1 Mile Lower 7799CA WELLS SAN JOSE VICINITYArea Served: 206890Connections:944000Pop Served: San Jose, CA 95128 1221 S. Bascom Avenue Organization That Operates System: San Jose Water CompanySystem Name: 4310011System Number: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5308891.2s Page A-16 POTASSIUMChemical: 1.1 MG/LFindings:15-JUL-14Sample Collected: SODIUMChemical: 32. MG/LFindings:15-JUL-14Sample Collected: MAGNESIUMChemical: 16. MG/LFindings:15-JUL-14Sample Collected: CALCIUMChemical: 44. MG/LFindings:15-JUL-14Sample Collected: HARDNESS (TOTAL) AS CACO3Chemical: 176. MG/LFindings:15-JUL-14Sample Collected: BICARBONATE ALKALINITYChemical: 200. MG/LFindings:15-JUL-14Sample Collected: ALKALINITY (TOTAL) AS CACO3Chemical: 160. MG/LFindings:15-JUL-14Sample Collected: PH, LABORATORYChemical: 7.3Findings:15-JUL-14Sample Collected: SPECIFIC CONDUCTANCEChemical: 510. USFindings:15-JUL-14Sample Collected: 1,1-DICHLOROETHYLENEChemical: 0.69 UG/LFindings:14-JAN-14Sample Collected: NITRATE (AS NO3)Chemical: 8.5 MG/LFindings:10-DEC-13Sample Collected: 1,1-DICHLOROETHYLENEChemical: 0.84 UG/LFindings:02-OCT-13Sample Collected: 1,1-DICHLOROETHYLENEChemical: 0.97 UG/LFindings:13-MAY-13Sample Collected: 1,1-DICHLOROETHYLENEChemical: 0.55 UG/LFindings:04-APR-13Sample Collected: 1,1,1-TRICHLOROETHANEChemical: 0.58 UG/LFindings:22-MAR-13Sample Collected: 1,1-DICHLOROETHYLENEChemical: 0.73 UG/LFindings:22-MAR-13Sample Collected: NITRATE (AS NO3)Chemical: 13. MG/LFindings:16-JUL-12Sample Collected: 1,1,1-TRICHLOROETHANEChemical: 1.1 UG/LFindings:16-JUL-12Sample Collected: 1,1-DICHLOROETHYLENEChemical: 0.63 UG/LFindings:16-JUL-12Sample Collected: SAN JOSE VICINITYArea Served: 206890Connections:944000Pop Served: San Jose, CA 95128 1221 S. Bascom Avenue Organization That Operates System: San Jose Water CompanySystem Name: 4310011System Number: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5308891.2s Page A-17 SODIUMChemical: 32. MG/LFindings:08-FEB-13Sample Collected: MAGNESIUMChemical: 21. MG/LFindings:08-FEB-13Sample Collected: CALCIUMChemical: 51. MG/LFindings:08-FEB-13Sample Collected: SAN JOSE VICINITYArea Served: 206890Connections:944000Pop Served: San Jose, CA 95128 1221 S. Bascom Avenue Organization That Operates System: San Jose Water CompanySystem Name: 4310011System Number: VIRGINIA WELL 05Source Name: 0.5 Mile (30 Seconds)Precision:371700.0 1215700.0Source Lat/Long: Active UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKEStation Type:05District Number: Santa ClaraCounty:4310011124FRDS Number: HENUser ID:07S/01W-34F05 MPrime Station Code: Water System Information: D20 WNW 1/2 - 1 Mile Lower 7810CA WELLS GROSS ALPHA MDA95Chemical: 1.2 PCI/LFindings:09-SEP-14Sample Collected: GROSS ALPHA COUNTING ERRORChemical: 1.2 PCI/LFindings:09-SEP-14Sample Collected: NITRATE + NITRITE (AS N)Chemical: 1500. MG/LFindings:15-JUL-14Sample Collected: AGGRSSIVE INDEX (CORROSIVITY)Chemical: 11.55Findings:15-JUL-14Sample Collected: TURBIDITY, LABORATORYChemical: 0.89 NTUFindings:15-JUL-14Sample Collected: CARBON DIOXIDEChemical: 19000. UG/LFindings:15-JUL-14Sample Collected: NITRATE (AS NO3)Chemical: 6.8 MG/LFindings:15-JUL-14Sample Collected: LANGELIER INDEX AT SOURCE TEMP.Chemical: - 0.48Findings:15-JUL-14Sample Collected: TOTAL DISSOLVED SOLIDSChemical: 290. MG/LFindings:15-JUL-14Sample Collected: SULFATEChemical: 30. MG/LFindings:15-JUL-14Sample Collected: CHLORIDEChemical: 29. MG/LFindings:15-JUL-14Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5308891.2s Page A-18 1,1-DICHLOROETHYLENEChemical: 0.54 UG/LFindings:24-JUL-12Sample Collected: IRONChemical: 260. UG/LFindings:24-JUL-12Sample Collected: NITRATE (AS NO3)Chemical: 17. MG/LFindings:16-JUL-12Sample Collected: SAN JOSE VICINITYArea Served: 206890Connections:944000Pop Served: San Jose, CA 95128 1221 S. Bascom Avenue Organization That Operates System: San Jose Water CompanySystem Name: 4310011System Number: VIRGINIA WELL 04Source Name: 0.5 Mile (30 Seconds)Precision:371700.0 1215700.0Source Lat/Long: Active UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:05District Number: Santa ClaraCounty:4310011123FRDS Number: HENUser ID:07S/01W-34F04 MPrime Station Code: Water System Information: D21 WNW 1/2 - 1 Mile Lower 7809CA WELLS ALUMINUMChemical: 1300. UG/LFindings:08-FEB-13Sample Collected: ZINCChemical: 110. UG/LFindings:08-FEB-13Sample Collected: NICKELChemical: 43. UG/LFindings:08-FEB-13Sample Collected: MANGANESEChemical: 570. UG/LFindings:08-FEB-13Sample Collected: LEADChemical: 17. UG/LFindings:08-FEB-13Sample Collected: IRONChemical: 64000. UG/LFindings:08-FEB-13Sample Collected: COPPERChemical: 360. UG/LFindings:08-FEB-13Sample Collected: CHROMIUM (TOTAL)Chemical: 29. UG/LFindings:08-FEB-13Sample Collected: BARIUMChemical: 130. UG/LFindings:08-FEB-13Sample Collected: ARSENICChemical: 4.7 UG/LFindings:08-FEB-13Sample Collected: POTASSIUMChemical: 1.9 MG/LFindings:08-FEB-13Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5308891.2s Page A-19 NITRATE (AS NO3)Chemical: 15. MG/LFindings:03-APR-13Sample Collected: LANGELIER INDEX AT SOURCE TEMP.Chemical: - 0.5Findings:03-APR-13Sample Collected: TOTAL DISSOLVED SOLIDSChemical: 320. MG/LFindings:03-APR-13Sample Collected: 1,1-DICHLOROETHYLENEChemical: 0.65 UG/LFindings:03-APR-13Sample Collected: ALUMINUMChemical: 150. UG/LFindings:03-APR-13Sample Collected: IRONChemical: 360. UG/LFindings:03-APR-13Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.17 MG/LFindings:03-APR-13Sample Collected: SULFATEChemical: 37. MG/LFindings:03-APR-13Sample Collected: CHLORIDEChemical: 40. MG/LFindings:03-APR-13Sample Collected: POTASSIUMChemical: 1.2 MG/LFindings:03-APR-13Sample Collected: SODIUMChemical: 30. MG/LFindings:03-APR-13Sample Collected: MAGNESIUMChemical: 22. MG/LFindings:03-APR-13Sample Collected: CALCIUMChemical: 50. MG/LFindings:03-APR-13Sample Collected: HARDNESS (TOTAL) AS CACO3Chemical: 213. MG/LFindings:03-APR-13Sample Collected: BICARBONATE ALKALINITYChemical: 200. MG/LFindings:03-APR-13Sample Collected: ALKALINITY (TOTAL) AS CACO3Chemical: 160. MG/LFindings:03-APR-13Sample Collected: PH, LABORATORYChemical: 7.25Findings:03-APR-13Sample Collected: SPECIFIC CONDUCTANCEChemical: 500. USFindings:03-APR-13Sample Collected: 1,1-DICHLOROETHYLENEChemical: 0.67 UG/LFindings:22-MAR-13Sample Collected: IRONChemical: 290. UG/LFindings:22-MAR-13Sample Collected: SPECIFIC CONDUCTANCEChemical: 520. USFindings:22-MAR-13Sample Collected: 1,1,1-TRICHLOROETHANEChemical: 0.79 UG/LFindings:24-JUL-12Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5308891.2s Page A-20 IRONChemical: 520. UG/LFindings:15-MAY-12Sample Collected: 1,1,1-TRICHLOROETHANEChemical: 3.2 UG/LFindings:01-MAR-12Sample Collected: 1,1-DICHLOROETHYLENEChemical: 5.1 UG/LFindings:01-MAR-12Sample Collected: IRONChemical: 190. UG/LFindings:08-FEB-12Sample Collected: SAN JOSE VICINITYArea Served: 206890Connections:944000Pop Served: San Jose, CA 95128 1221 S. Bascom Avenue Organization That Operates System: San Jose Water CompanySystem Name: 4310011System Number: VIRGINIA WELL 03Source Name: UndefinedPrecision:371700.0 1215700.0Source Lat/Long: Active UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:05District Number: Santa ClaraCounty:4310011122FRDS Number: HENUser ID:07S/01W-34F03 MPrime Station Code: Water System Information: D22 WNW 1/2 - 1 Mile Lower 7808CA WELLS IRONChemical: 350. UG/LFindings:16-JUL-14Sample Collected: IRONChemical: 280. UG/LFindings:14-JAN-14Sample Collected: 1,1-DICHLOROETHYLENEChemical: 0.78 UG/LFindings:10-DEC-13Sample Collected: 1,1-DICHLOROETHYLENEChemical: 0.92 UG/LFindings:17-SEP-13Sample Collected: GROSS ALPHA MDA95Chemical: 2.5 PCI/LFindings:08-MAY-13Sample Collected: GROSS ALPHA COUNTING ERRORChemical: 0.8 PCI/LFindings:08-MAY-13Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3400. MG/LFindings:03-APR-13Sample Collected: AGGRSSIVE INDEX (CORROSIVITY)Chemical: 11.55Findings:03-APR-13Sample Collected: TURBIDITY, LABORATORYChemical: 0.77 NTUFindings:03-APR-13Sample Collected: CARBON DIOXIDEChemical: 14000. UG/LFindings:03-APR-13Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5308891.2s Page A-21 POTASSIUMChemical: 1.2 MG/LFindings:17-SEP-13Sample Collected: SODIUMChemical: 17. MG/LFindings:17-SEP-13Sample Collected: MAGNESIUMChemical: 21. MG/LFindings:17-SEP-13Sample Collected: CALCIUMChemical: 55. MG/LFindings:17-SEP-13Sample Collected: HARDNESS (TOTAL) AS CACO3Chemical: 222. MG/LFindings:17-SEP-13Sample Collected: BICARBONATE ALKALINITYChemical: 190. MG/LFindings:17-SEP-13Sample Collected: ALKALINITY (TOTAL) AS CACO3Chemical: 160. MG/LFindings:17-SEP-13Sample Collected: PH, LABORATORYChemical: 6.93Findings:17-SEP-13Sample Collected: SPECIFIC CONDUCTANCEChemical: 540. USFindings:17-SEP-13Sample Collected: COLORChemical: 5. UNITSFindings:17-SEP-13Sample Collected: 1,1,1-TRICHLOROETHANEChemical: 3.5 UG/LFindings:12-JUN-13Sample Collected: 1,1-DICHLOROETHYLENEChemical: 5.7 UG/LFindings:12-JUN-13Sample Collected: IRONChemical: 170. UG/LFindings:13-MAY-13Sample Collected: 1,1,1-TRICHLOROETHANEChemical: 4.2 UG/LFindings:22-MAR-13Sample Collected: 1,1-DICHLOROETHYLENEChemical: 5.3 UG/LFindings:22-MAR-13Sample Collected: 1,1,1-TRICHLOROETHANEChemical: 3.3 UG/LFindings:06-SEP-12Sample Collected: 1,1-DICHLOROETHYLENEChemical: 5.2 UG/LFindings:06-SEP-12Sample Collected: IRONChemical: 270. UG/LFindings:21-AUG-12Sample Collected: NITRATE (AS NO3)Chemical: 4.8 MG/LFindings:16-JUL-12Sample Collected: 1,1,1-TRICHLOROETHANEChemical: 2.9 UG/LFindings:12-JUN-12Sample Collected: 1,1-DICHLOROETHYLENEChemical: 4.8 UG/LFindings:12-JUN-12Sample Collected: MANGANESEChemical: 29. UG/LFindings:15-MAY-12Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5308891.2s Page A-22 NITRATE (AS NO3)Chemical: 11. MG/LFindings:15-JUL-14Sample Collected: 1,1,1-TRICHLOROETHANEChemical: 2.8 UG/LFindings:11-MAR-14Sample Collected: 1,1-DICHLOROETHYLENEChemical: 4.2 UG/LFindings:11-MAR-14Sample Collected: IRONChemical: 230. UG/LFindings:10-FEB-14Sample Collected: 1,1,1-TRICHLOROETHANEChemical: 3.1 UG/LFindings:10-DEC-13Sample Collected: 1,1-DICHLOROETHYLENEChemical: 4.6 UG/LFindings:10-DEC-13Sample Collected: MANGANESEChemical: 45. UG/LFindings:15-NOV-13Sample Collected: IRONChemical: 320. UG/LFindings:15-NOV-13Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2500. MG/LFindings:17-SEP-13Sample Collected: AGGRSSIVE INDEX (CORROSIVITY)Chemical: 11.26Findings:17-SEP-13Sample Collected: TURBIDITY, LABORATORYChemical: 6.1 NTUFindings:17-SEP-13Sample Collected: CARBON DIOXIDEChemical: 38000. UG/LFindings:17-SEP-13Sample Collected: NITRATE (AS NO3)Chemical: 11. MG/LFindings:17-SEP-13Sample Collected: LANGELIER INDEX AT SOURCE TEMP.Chemical: - 0.79Findings:17-SEP-13Sample Collected: TOTAL DISSOLVED SOLIDSChemical: 370. MG/LFindings:17-SEP-13Sample Collected: 1,1,1-TRICHLOROETHANEChemical: 4.2 UG/LFindings:17-SEP-13Sample Collected: 1,1-DICHLOROETHYLENEChemical: 6.3 UG/LFindings:17-SEP-13Sample Collected: MANGANESEChemical: 35. UG/LFindings:17-SEP-13Sample Collected: IRONChemical: 470. UG/LFindings:17-SEP-13Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.15 MG/LFindings:17-SEP-13Sample Collected: SULFATEChemical: 49. MG/LFindings:17-SEP-13Sample Collected: CHLORIDEChemical: 41. MG/LFindings:17-SEP-13Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5308891.2s Page A-23 24000Sourcemap scale:-121.935234Longitude: 37.2902927Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: 007S001W26R004MMonloc name: USGS-371725121560303Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: 24 NNE 1/2 - 1 Mile Lower USGS40000181948FED USGS Ground-water levels, Number of Measurements: 0 Not ReportedWellholedepth units: Not ReportedWellholedepth:ftWelldepth units: 841Welldepth:Not ReportedConstruction date: Not ReportedAquifer type: Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Interpolated from topographic mapVertcollection method: feetVert accmeasure units: 2.5Vertacc measure val:feetVert measure units: 185Vert measure val:NAD83Horiz coord refsys: Global positioning system (GPS), uncorrectedHoriz Collection method: secondsHoriz Acc measure units:.5Horiz Acc measure: 24000Sourcemap scale:-121.9366674Longitude: 37.2899594Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: 007S001W26R003MMonloc name: USGS-371724121560802Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: 23 North 1/2 - 1 Mile Lower USGS40000181945FED USGS 1,1,1-TRICHLOROETHANEChemical: 2.5 UG/LFindings:09-SEP-14Sample Collected: 1,1-DICHLOROETHYLENEChemical: 4.7 UG/LFindings:09-SEP-14Sample Collected: IRONChemical: 110. UG/LFindings:21-AUG-14Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5308891.2s Page A-24 24000Sourcemap scale:-121.9538346Longitude: 37.2819763Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: 007S001W34F002MMonloc name: USGS-371655121571001Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: 26 WNW 1/2 - 1 Mile Higher USGS40000181887FED USGS NITRATE (AS NO3)Chemical: 7.3 MG/LFindings:06-SEP-12Sample Collected: SAN JOSE VICINITYArea Served: 206890Connections:944000Pop Served: San Jose, CA 95128 1221 S. Bascom Avenue Organization That Operates System: San Jose Water CompanySystem Name: 4310011System Number: VIRGINIA WELL 01Source Name: 1 Mile (One Minute)Precision:371700.0 1215705.0Source Lat/Long: Active UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:05District Number: Santa ClaraCounty:4310011120FRDS Number: HENUser ID:07S/01W-34F02 MPrime Station Code: Water System Information: 25 WNW 1/2 - 1 Mile Lower 7807CA WELLS Ground-water levels, Number of Measurements: 0 Not ReportedWellholedepth units: Not ReportedWellholedepth:ftWelldepth units: 850Welldepth:Not ReportedConstruction date: Not ReportedAquifer type: Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Interpolated from topographic mapVertcollection method: feetVert accmeasure units: 2.5Vertacc measure val:feetVert measure units: 180Vert measure val:NAD83Horiz coord refsys: Global positioning system (GPS), uncorrectedHoriz Collection method: secondsHoriz Acc measure units:.5Horiz Acc measure: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5308891.2s Page A-25 Ground-water levels, Number of Measurements: 0 Not ReportedWellholedepth units: Not ReportedWellholedepth:ftWelldepth units: 846Welldepth:Not ReportedConstruction date: Not ReportedAquifer type: Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Interpolated from topographic mapVertcollection method: feetVert accmeasure units: 2.5Vertacc measure val:feetVert measure units: 205Vert measure val:NAD83Horiz coord refsys: Global positioning system (GPS), uncorrectedHoriz Collection method: secondsHoriz Acc measure units:.5Horiz Acc measure: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC5308891.2s Page A-26 Not ReportedNot ReportedNot ReportedNot ReportedBasement Not ReportedNot ReportedNot ReportedNot ReportedLiving Area - 2nd Floor 0%0%100%0.100 pCi/LLiving Area - 1st Floor % >20 pCi/L% 4-20 pCi/L% <4 pCi/LAverage ActivityArea Number of sites tested: 2 Federal Area Radon Information for Zip Code: 95008 : Zone 3 indoor average level < 2 pCi/L. : Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L. Note: Zone 1 indoor average level > 4 pCi/L. Federal EPA Radon Zone for SANTA CLARA County: 2 23695008 ______________________ > 4 pCi/LNum TestsZipcode Radon Test Results State Database: CA Radon AREA RADON INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS RADON ® TOPOGRAPHIC INFORMATION USGS 7.5’ Digital Elevation Model (DEM) Source: United States Geologic Survey EDR acquired the USGS 7.5’ Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data with consistent elevation units and projection. Current USGS 7.5 Minute Topographic Map Source: U.S. Geological Survey HYDROLOGIC INFORMATION Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone: 877-336-2627 Date of Government Version: 2003, 2015 NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. State Wetlands Data: Wetland Inventory Source: Department of Fish & Game Telephone: 916-445-0411 HYDROGEOLOGIC INFORMATION AQUIFLOW Information SystemR Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table information. GEOLOGIC INFORMATION Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994). STATSGO: State Soil Geographic Database Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) The U.S. Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) leads the national Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. SSURGO: Soil Survey Geographic Database Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) Telephone: 800-672-5559 SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the original soil survey maps. This level of mapping is designed for use by landowners, townships and county natural resource planning and management. TC5308891.2s Page PSGR-1 PHYSICAL SETTING SOURCE RECORDS SEARCHED LOCAL / REGIONAL WATER AGENCY RECORDS FEDERAL WATER WELLS PWS: Public Water Systems Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources. PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS). USGS Water Wells: USGS National Water Inventory System (NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater. STATE RECORDS Water Well Database Source: Department of Water Resources Telephone: 916-651-9648 California Drinking Water Quality Database Source: Department of Public Health Telephone: 916-324-2319 The database includes all drinking water compliance and special studies monitoring for the state of California since 1984. It consists of over 3,200,000 individual analyses along with well and water system information. OTHER STATE DATABASE INFORMATION California Oil and Gas Well Locations Source: Department of Conservation Telephone: 916-323-1779 Oil and Gas well locations in the state. RADON State Database: CA Radon Source: Department of Health Services Telephone: 916-324-2208 Radon Database for California Area Radon Information Source: USGS Telephone: 703-356-4020 The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions. EPA Radon Zones Source: EPA Telephone: 703-356-4020 Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor radon levels. TC5308891.2s Page PSGR-2 PHYSICAL SETTING SOURCE RECORDS SEARCHED OTHER Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656 Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration California Earthquake Fault Lines: The fault lines displayed on EDR’s Topographic map are digitized quaternary fault lines, prepared in 1975 by the United State Geological Survey. Additional information (also from 1975) regarding activity at specific fault lines comes from California’s Preliminary Fault Activity Map prepared by the California Division of Mines and Geology. STREET AND ADDRESS INFORMATION © 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC5308891.2s Page PSGR-3 PHYSICAL SETTING SOURCE RECORDS SEARCHED APPENDIX D HISTORICAL SOURCES Project No. 389104 June 12, 2018 680 and 700 East McGlincy Lane, Campbell,California The EDR Aerial Photo Decade Package 389104 - Campbell, CA 680 East McGlincy Campbell, CA 95008 Inquiry Number: May 23, 2018 5308891.5 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com 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: June 14, 1993 USGS/DOQQ 1982 1"=500'Flight Date: July 05, 1982 USDA 1974 1"=500'Flight Date: June 26, 1974 USGS 1968 1"=500'Flight Date: June 14, 1968 USGS 1963 1"=500'Flight Date: June 23, 1963 USGS 1956 1"=500'Flight Date: June 09, 1956 USDA 1950 1"=500'Flight Date: April 01, 1950 USDA 1948 1"=500'Flight Date: September 26, 1948 USDA 1939 1"=500'Flight Date: July 31, 1939 USDA EDR Aerial Photo Decade Package 05/23/18 389104 - Campbell, CA Site Name:Client Name: AEI Consultants 680 East McGlincy 2500 Camino Diablo Campbell, CA 95008 Walnut Creek, CA 94597 EDR Inquiry #5308891.5 Contact:Edna Picciolini 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 This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2018 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. 5308891 5-page 2 page- Aerial Photograph N Legend:Legend: Approximate Property Boundary:Approximate Property Boundary: 0 Feet 500 1000 2000 2016 AERIAL PHOTOGRAPH - 2016 5308891 5 2 page- Aerial Photograph N Legend:Legend: Approximate Property Boundary:Approximate Property Boundary: 0 Feet 500 1000 2000 2012 AERIAL PHOTOGRAPH - 2012 5308891 5 3 page- Aerial Photograph N Legend:Legend: Approximate Property Boundary:Approximate Property Boundary: 0 Feet 500 1000 2000 2009 AERIAL PHOTOGRAPH - 2009 5308891 5 4 page- Aerial Photograph N Legend:Legend: Approximate Property Boundary:Approximate Property Boundary: 0 Feet 500 1000 2000 2006 AERIAL PHOTOGRAPH - 2006 5308891 5 5 page- Aerial Photograph N Legend:Legend: Approximate Property Boundary:Approximate Property Boundary: 0 Feet 500 1000 2000 1998 AERIAL PHOTOGRAPH - 1998 5308891 5 6 page- Aerial Photograph N Legend:Legend: Approximate Property Boundary:Approximate Property Boundary: 0 Feet 500 1000 2000 1993 AERIAL PHOTOGRAPH - 1993 5308891 5 7 page- Aerial Photograph N Legend:Legend: Approximate Property Boundary:Approximate Property Boundary: 0 Feet 500 1000 2000 1982 AERIAL PHOTOGRAPH - 1982 5308891 5 8 page- Aerial Photograph N Legend:Legend: Approximate Property Boundary:Approximate Property Boundary: 0 Feet 500 1000 2000 1974 AERIAL PHOTOGRAPH - 1974 5308891 5 9 page- Aerial Photograph N Legend:Legend: Approximate Property Boundary:Approximate Property Boundary: 0 Feet 500 1000 2000 1968 AERIAL PHOTOGRAPH - 1968 5308891 5 10 page- Aerial Photograph N Legend:Legend: Approximate Property Boundary:Approximate Property Boundary: 0 Feet 500 1000 2000 1963 AERIAL PHOTOGRAPH - 1963 5308891 5 11 page- Aerial Photograph N Legend:Legend: Approximate Property Boundary:Approximate Property Boundary: 0 Feet 500 1000 2000 1956 AERIAL PHOTOGRAPH - 1956 5308891 5 12 page- Aerial Photograph N Legend:Legend: Approximate Property Boundary:Approximate Property Boundary: 0 Feet 500 1000 2000 1950 AERIAL PHOTOGRAPH - 1950 5308891 5 13 page- Aerial Photograph N Legend:Legend: Approximate Property Boundary:Approximate Property Boundary: 0 Feet 500 1000 2000 1948 AERIAL PHOTOGRAPH - 1948 5308891 5 14 page- Aerial Photograph N Legend:Legend: Approximate Property Boundary:Approximate Property Boundary: 0 Feet 500 1000 2000 1939 AERIAL PHOTOGRAPH - 1939 5308891 5 15 Certified Sanborn® Map Report Inquiry Number: 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com 389104 - Campbell, CA 680 East McGlincy Campbell, CA 95008 May 23, 2018 5308891.3 Certified Sanborn® Map Report Certified Sanborn Results: Disclaimer - Copyright and Trademark Notice EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. page- The Sanborn Library includes more than 1.2 million fire insurance maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow and others which track historical property usage in approximately 12,000 American cities and towns. Collections searched: Library of Congress University Publications of America EDR Private Collection The Sanborn Library LLC Since 1866™ Limited Permission To Make Copies Sanborn® Library search results Contact:EDR Inquiry # Site Name: Client Name: Certification # PO # Project 05/23/18 680 East McGlincy 389104 - Campbell, CA AEI Consultants 2500 Camino Diablo Campbell, CA 95008 5308891.3 Walnut Creek, CA 94597 Edna Picciolini The Sanborn Library has been searched by EDR and maps covering the target property location as provided by AEI Consultants were identified for the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance maps. The collection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC, the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn. The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the collection as of the day this report was generated. 90E8-48B5-8447 162140 UNMAPPED PROPERTY 389104 - Campbell, CA This report certifies that the complete holdings of the Sanborn Library, LLC collection have been searched based on client supplied target property information, and fire insurance maps covering the target property were not found. Certification #: 90E8-48B5-8447 AEI Consultants (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy; a copy of which is available upon request. This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2018 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. 5308891 3 2 389104 - Campbell, CA 680 East McGlincy Campbell, CA 95008 Inquiry Number: 5308891.6 May 23, 2018 The EDR-City Directory Abstract 6 Armstrong Road Shelton, CT 06484 800.352.0050 www.edrnet.comEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources Inc TABLE OF CONTENTS SECTION Executive Summary Findings City Directory Images Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction orforecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2017 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc. or its affiliates is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. EXECUTIVE SUMMARY DESCRIPTION Environmental Data Resources, Inc.’s (EDR) City Directory Abstract is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s City Directory Abstract includes a search and abstract of available city directory data. For each address, the directory lists the name of the corresponding occupant at five year intervals. Business directories including city, cross reference and telephone directories were reviewed, if available, at approximately five year intervals for the years spanning 1922 through 2014. This report compiles information gathered in this review by geocoding the latitude and longitude of properties identified and gathering information about properties within 660 feet of the target property. A summary of the information obtained is provided in the text of this report. RECORD SOURCES EDR's Digital Archive combines historical directory listings from sources such as Cole Information and Dun & Bradstreet. These standard sources of property information complement and enhance each other to provide a more comprehensive report. EDR is licensed to reproduce certain City Directory works by the copyright holders of those works. The purchaser of this EDR City Directory Report may include it in report(s) delivered to a customer. Reproduction of City Directories without permission of the publisher or licensed vendor may be a violation of copyright. RESEARCH SUMMARY The following research sources were consulted in the preparation of this report. An "X" indicates where information was identified in the source and provided in this report. Source TPYear Adjoining Text Abstract Source Image 2014 EDR Digital Archive -X X - EDR Digital Archive X X X - 2010 EDR Digital Archive -X X - EDR Digital Archive X X X - 2006 Haines Company, Inc.- --- 2001 Haines Company, Inc.-X X - 2000 Haines Company ---- 1996 Pacific Bell -X X - Pacific Bell X X X - 1991 PACIFIC BELL WHITE PAGES -X X - 1986 Pacific Bell -X X - 1985 Pacific Bell -X X - 5308891-6 Page 1 EXECUTIVE SUMMARY Source TPYear Adjoining Text Abstract Source Image 1982 Pacific Telephone - --- 1980 Pacific Telephone -X X - 1978 R. L. Polk & Co.- --- 1975 Pacific Telephone -X X - 1974 R. L. Polk Co.-X X - 1970 R. L. Polk & Co.-X X - 1968 R. L. Polk Co.- --- 1966 R. L. POLK - --- 1965 R. L. Polk Co.- --- 1964 R. L. Polk & Co.- --- 1963 Pacific Telephone -X X - 1962 R. L. Polk & Co.- --- 1960 R. L. Polk Co.- --- 1957 Pacific Telephone -X X - R. L. Polk Co.-X X - 1955 R. L. Polk Co.- --- 1950 R. L. Polk Co.- --- 1946 R. L. Polk Co.- --- 1945 R. L. Polk & Co.- --- 1942 R.L. Polk - --- 1940 R. L. Polk Co.- --- 1936 R. L. Polk Co.- --- 1935 R. L. Polk Co.- --- 1931 R. L. Polk Co.- --- 1930 R. L. Polk Co.- --- 1926 R. L. Polk Co.- --- 1925 R. L. Polk Co. of California - --- 1922 R. L. Polk Co.- --- 5308891-6 Page 2 FINDINGS TARGET PROPERTY INFORMATION ADDRESS 680 East McGlincy Campbell, CA 95008 FINDINGS DETAIL Target Property research detail. E MCGLINCEY LN 700 E MCGLINCEY LN Year Uses Source 1996 BAY AREA RECYCLING CENTER Pacific Bell INSTANT STORAGE SERVICE Pacific Bell E McGlincy Ln 700 E McGlincy Ln Year Uses Source 2014 INSTANT STORAGE SERVICE EDR Digital Archive PIPEYARD INC EDR Digital Archive 2010 ASSET RECOVERY SOLUTIONS EDR Digital Archive INSTANT STORAGE SERVICE EDR Digital Archive PIPEYARD INC EDR Digital Archive East McGlincy 700 East McGlincy Year Uses Source 5308891-6 Page 3 FINDINGS ADJOINING PROPERTY DETAIL The following Adjoining Property addresses were researched for this report. Detailed findings are provided for each address. E MCGLINCEY LN 559 E MCGLINCEY LN Year Uses Source 1996 3 ALPINE HEATING & AIR CONDITIONING Pacific Bell + 6 AQUACUISINE INC Pacific Bell + 8 SOUTH VALLEY MASONRY Pacific Bell + 8 BERG MEL MASONRY Pacific Bell 1 LEM TONY INC Pacific Bell TONY LEM Pacific Bell 1963 ACME ROOFING Pacific Telephone Lutes Joe Acme Roofng Pacific Telephone 563 E MCGLINCEY LN Year Uses Source 1996 PETERSEN Pacific Bell Petersen Derek Pacific Bell CONSTRUCTION COMPANY Pacific Bell 599 E MCGLINCEY LN Year Uses Source 1996 B R K MACHINING & SHEET METAL Pacific Bell Contd Pacific Bell A TWIN GLASS Pacific Bell MC GLINCEY LN E Pacific Bell 615 E MCGLINCEY LN Year Uses Source 1996 BAUER CONCRETE INC Pacific Bell PAR CONCRETE INC Pacific Bell 625 E MCGLINCEY LN Year Uses Source 1996 H B L DRAPERY CLEANING Pacific Bell A S & R DISTRIBUTING Pacific Bell 5308891-6 Page 4 Year Uses Source FINDINGS Year Uses Source 1996 C COLUMN SHOP THE Pacific Bell E EL GATO AUTO UPHOLSTERY Pacific Bell 645 E MCGLINCEY LN Year Uses Source 1996 A CONDOR MANUFACTURING CO Pacific Bell C HARRIS ELECTRIC Pacific Bell D ELEGANT EVENTS Pacific Bell 655 E MCGLINCEY LN Year Uses Source 1996 F STERLING MARBLE & GRANITE Pacific Bell C ANDERSON AUTOMOTIVE Pacific Bell 665 E MCGLINCEY LN Year Uses Source 1996 OPERATIONS COLLISON REPAIR Pacific Bell MODERN BENCH Pacific Bell 695 E MCGLINCEY LN Year Uses Source 1996 C LAMBERT & SONS FLOOR CO INC Pacific Bell A CIARRA CONSTRUCTION Pacific Bell 715 E MCGLINCEY LN Year Uses Source 1996 RAWSON CUSTOM CABINETS Pacific Bell 745 E MCGLINCEY LN Year Uses Source 1996 B J & M GLASS CO Pacific Bell 750 E MCGLINCEY LN Year Uses Source 1963 Stojanovich C J Pacific Telephone 765 E MCGLINCEY LN Year Uses Source 1996 SUNBEAM SPECIALTIES AUTO PARTS Pacific Bell EDHOLM STUDIOS Pacific Bell 5308891-6 Page 5 Year Uses Source FINDINGS Year Uses Source 1996 D QUALITY ENGINEERING PLASTICS SERVICE Pacific Bell C IRON IMAGES Pacific Bell C INNOVATIVE TILE CONCEPTS Pacific Bell 781 E MCGLINCEY LN Year Uses Source 1996 A ELECTRICAL Pacific Bell + D LCF INSTALLATION Pacific Bell B PACIFIC COAST MANUFACTURING Pacific Bell INSTALLATION CONTRACTOR Pacific Bell 786 E MCGLINCEY LN Year Uses Source 1996 FIRESAFE ROOFING Pacific Bell SUN TUNNEL SKYLIGHTS INC Pacific Bell CAL PAC ROOFING Pacific Bell LOUIS TREESH ROOFING Pacific Bell 805 E MCGLINCEY LN Year Uses Source 1996 ROY WALKER FLOORING SUPPLIES Pacific Bell 808 E MCGLINCEY LN Year Uses Source 1996 SYSTEMS VBS INDUSTRIES Pacific Bell VACUUM BARRIER Pacific Bell 1963 Montesano Paul Pacific Telephone E McGlincy Ln 580 E McGlincy Ln Year Uses Source 2014 WEST VALLEY CNSTR CO INC EDR Digital Archive WEST VALLEY CNSTR CO INC EDR Digital Archive 2010 WEST VALLEY CNSTR CO INC EDR Digital Archive WEST VALLEY CNSTR CO INC EDR Digital Archive 599 E McGlincy Ln Year Uses Source 2014 CAMBRIAN GO CARTS EDR Digital Archive 5308891-6 Page 6 Year Uses Source FINDINGS Year Uses Source 2014 CAMBRIAN GO CARTS EDR Digital Archive 615 E McGlincy Ln Year Uses Source 2014 BAUER CONCRETE INC EDR Digital Archive VAPOR BARRIER INTEGRITY SYS EDR Digital Archive BAUER CONCRETE INC EDR Digital Archive VAPOR BARRIER INTEGRITY SYS EDR Digital Archive 2010 BAUER CONCRETE INC EDR Digital Archive BAUER CONCRETE INC EDR Digital Archive 625 E McGlincy Ln Year Uses Source 2014 BEST BUY AUTO GLASS EDR Digital Archive NATIONAL GOWN CLEANERS EDR Digital Archive BEST BUY AUTO GLASS EDR Digital Archive NATIONAL GOWN CLEANERS EDR Digital Archive 2010 NATIONAL GOWN CLEANERS EDR Digital Archive WESTVU PROPERTIES LLC EDR Digital Archive 9 WEST BUILDERS INC EDR Digital Archive YOOR BUILDER INC EDR Digital Archive EL GATO AUTO UPHOLSTERY EDR Digital Archive H B L CLEANERS EDR Digital Archive NATIONAL GOWN CLEANERS EDR Digital Archive WESTVU PROPERTIES LLC EDR Digital Archive 9 WEST BUILDERS INC EDR Digital Archive YOOR BUILDER INC EDR Digital Archive EL GATO AUTO UPHOLSTERY EDR Digital Archive H B L CLEANERS EDR Digital Archive 645 E McGlincy Ln Year Uses Source 2014 PENNY DAVID DESIGN & CNSTR EDR Digital Archive DAVID PENNY DESIGN & CNSTR EDR Digital Archive KAYS PARCEL SERVICE EDR Digital Archive BAY AREA RODENT SOLUTIONS EDR Digital Archive FEDOR WALL SYSTEMS INC EDR Digital Archive RB TOOL EDR Digital Archive MIGHTYMITE EDR Digital Archive 5308891-6 Page 7 Year Uses Source FINDINGS Year Uses Source 2014 D & J PEST CONTROL INC EDR Digital Archive PENNY DAVID DESIGN & CNSTR EDR Digital Archive DAVID PENNY DESIGN & CNSTR EDR Digital Archive KAYS PARCEL SERVICE EDR Digital Archive BAY AREA RODENT SOLUTIONS EDR Digital Archive FEDOR WALL SYSTEMS INC EDR Digital Archive MIGHTYMITE EDR Digital Archive D & J PEST CONTROL INC EDR Digital Archive RB TOOL EDR Digital Archive 2010 CONDOR MANUFACTURING EDR Digital Archive WATERSHED INNOVATIONS LLC EDR Digital Archive KAYS PARCEL SERVICE EDR Digital Archive CONDOR MANUFACTURING EDR Digital Archive WATERSHED INNOVATIONS LLC EDR Digital Archive KAYS PARCEL SERVICE EDR Digital Archive 655 E McGlincy Ln Year Uses Source 2014 FRELANCE DESIGN PACKAGING EDR Digital Archive STERLING MARBLE & GRANITE EDR Digital Archive STERLING MARBLE & GRANITE EDR Digital Archive FRELANCE DESIGN PACKAGING EDR Digital Archive 2010 FRELANCE DESIGN PACKAGING EDR Digital Archive FREELANCE PACKAGING DESIGN EDR Digital Archive STERLING MARBLE & GRANITE EDR Digital Archive PRO COAT PAINTING EDR Digital Archive BEST BUY AUTO GLASS EDR Digital Archive ANDERSON AUTOMOTIVE EDR Digital Archive STERLING MARBLE & GRANITE EDR Digital Archive PRO COAT PAINTING EDR Digital Archive BEST BUY AUTO GLASS EDR Digital Archive ANDERSON AUTOMOTIVE EDR Digital Archive FREELANCE PACKAGING DESIGN EDR Digital Archive FRELANCE DESIGN PACKAGING EDR Digital Archive 665 E McGlincy Ln Year Uses Source 2010 MODERN BENCH OPERATIONS EDR Digital Archive MODERN BENCH OPERATIONS EDR Digital Archive 5308891-6 Page 8 Year Uses Source FINDINGS 695 E McGlincy Ln Year Uses Source 2014 LAMBERT & SONS FLOOR CVG CO EDR Digital Archive BERRETT ROBERT EDR Digital Archive LAMBERT & SONS FLOOR CVG CO EDR Digital Archive BERRETT ROBERT EDR Digital Archive 2010 LAMBERT & SONS FLOOR CVG CO EDR Digital Archive BERRETT ROBERT EDR Digital Archive SUNDANCE CHARTERS LLC EDR Digital Archive RK BERRETT CONSTRUCTION EDR Digital Archive LAMBERT & SONS FLOOR CVG CO EDR Digital Archive BERRETT ROBERT EDR Digital Archive SUNDANCE CHARTERS LLC EDR Digital Archive RK BERRETT CONSTRUCTION EDR Digital Archive 710 E McGlincy Ln Year Uses Source 2014 WS TECHNOLOGY EDR Digital Archive PRO FORMANCE PAINTING INC EDR Digital Archive PHILLIP A MURRAY CONSTRUCTION EDR Digital Archive MURRAY WINDOW SYSTEMS EDR Digital Archive WINDOW SYSTEMS EDR Digital Archive VERASTRONICS EDR Digital Archive BR DEVELOPMENT INC EDR Digital Archive CORPORATION TASHCON EDR Digital Archive ASBESTOS REMOVAL SERVICES EDR Digital Archive TOOSY TECHNOLOGY & MANAGEMENT EDR Digital Archive ADAMS LORI CPA EDR Digital Archive VOLACITY TECH INDUSTRY EDR Digital Archive WS TECHNOLOGY EDR Digital Archive PRO FORMANCE PAINTING INC EDR Digital Archive VERASTRONICS EDR Digital Archive CORPORATION TASHCON EDR Digital Archive BR DEVELOPMENT INC EDR Digital Archive ASBESTOS REMOVAL SERVICES EDR Digital Archive VOLACITY TECH INDUSTRY EDR Digital Archive TOOSY TECHNOLOGY & MANAGEMENT EDR Digital Archive ADAMS LORI CPA EDR Digital Archive 5308891-6 Page 9 Year Uses Source FINDINGS Year Uses Source 2014 MURRAY WINDOW SYSTEMS EDR Digital Archive WINDOW SYSTEMS EDR Digital Archive PHILLIP A MURRAY CONSTRUCTION EDR Digital Archive 2010 PHILLIP A MURRAY CONSTRUCTION EDR Digital Archive MURRAY WINDOW SYSTEMS EDR Digital Archive WINDOW SYSTEMS EDR Digital Archive ADAMS LORI CPA EDR Digital Archive BAY AREA RECYCLING CENTER EDR Digital Archive VOLACITY TECH INDUSTRY EDR Digital Archive GRACIE DESIGNS EDR Digital Archive NWH ASBESTOS REMOVAL SVC EDR Digital Archive BR DEVELOPMENT INC EDR Digital Archive VERASTRONICS EDR Digital Archive 283 RIO DEL MAR BLVD LLC EDR Digital Archive PRO FORMANCE PAINTING INC EDR Digital Archive MCLEAN ELECTRIC INC EDR Digital Archive BAY AREA RECYCLING CENTER EDR Digital Archive ADAMS LORI CPA EDR Digital Archive VOLACITY TECH INDUSTRY EDR Digital Archive GRACIE DESIGNS EDR Digital Archive NWH ASBESTOS REMOVAL SVC EDR Digital Archive BR DEVELOPMENT INC EDR Digital Archive VERASTRONICS EDR Digital Archive WINDOW SYSTEMS EDR Digital Archive MURRAY WINDOW SYSTEMS EDR Digital Archive PHILLIP A MURRAY CONSTRUCTION EDR Digital Archive PRO FORMANCE PAINTING INC EDR Digital Archive 283 RIO DEL MAR BLVD LLC EDR Digital Archive MCLEAN ELECTRIC INC EDR Digital Archive 715 E McGlincy Ln Year Uses Source 2014 MJB PRECISION MACHINING INC EDR Digital Archive MJB PRECISION MACHINING INC EDR Digital Archive 2010 MJB PRECISION MACHINING INC EDR Digital Archive TD ELECTRIC EDR Digital Archive ELECTRICAL CONTROL CONS INC EDR Digital Archive TD ELECTRIC EDR Digital Archive MJB PRECISION MACHINING INC EDR Digital Archive 5308891-6 Page 10 Year Uses Source FINDINGS Year Uses Source 2010 ELECTRICAL CONTROL CONS INC EDR Digital Archive 745 E McGlincy Ln Year Uses Source 2014 J & M GLASS CO EDR Digital Archive J & M GLASS CO EDR Digital Archive 2010 J & M GLASS CO EDR Digital Archive J & M GLASS CO EDR Digital Archive 750 E McGlincy Ln Year Uses Source 2014 CAR DEPOT LLC EDR Digital Archive COVERAGE PLUS INSURANCE EDR Digital Archive BCD PAINTING INC EDR Digital Archive JCM DEVELOPMENT INC EDR Digital Archive ALL FLORS COML RSIDENTIAL FLRG EDR Digital Archive WEST COAST LASER ENGRAVING LLC EDR Digital Archive DAROSA DEVELOPMENT LLC EDR Digital Archive MARGARETS FRENCH BAKERY EDR Digital Archive FLACH ENTERPRISES EDR Digital Archive JEWELLS QUALITY HOME SYSTEMS EDR Digital Archive INSPIRATION BY DESIGN DBA FLR EDR Digital Archive CAR DEPOT LLC EDR Digital Archive COVERAGE PLUS INSURANCE EDR Digital Archive WEST COAST LASER ENGRAVING LLC EDR Digital Archive DAROSA DEVELOPMENT LLC EDR Digital Archive MARGARETS FRENCH BAKERY EDR Digital Archive FLACH ENTERPRISES EDR Digital Archive JEWELLS QUALITY HOME SYSTEMS EDR Digital Archive INSPIRATION BY DESIGN DBA FLR EDR Digital Archive BCD PAINTING INC EDR Digital Archive JCM DEVELOPMENT INC EDR Digital Archive ALL FLORS COML RSIDENTIAL FLRG EDR Digital Archive 2010 ALL FLORS COML RSIDENTIAL FLRG EDR Digital Archive ALL FLOORS EDR Digital Archive DESERT GATE REAL ESTATE EDR Digital Archive JCM DEVELOPMENT INC EDR Digital Archive SEBANA KITCHEN & BATH RMDLG EDR Digital Archive CORPORATION TASHCON EDR Digital Archive 5308891-6 Page 11 Year Uses Source FINDINGS Year Uses Source 2010 JEWELLS QUALITY HOME SYSTEMS EDR Digital Archive CAR DEPOT LLC EDR Digital Archive INSPIRATION BY DESIGN DBA FLR EDR Digital Archive MARGARETS FRENCH BAKERY EDR Digital Archive DAROSA DEVELOPMENT LLC EDR Digital Archive COVERAGE PLUS INSURANCE EDR Digital Archive INSPIRATION BY DESIGN DBA FLR EDR Digital Archive MARGARETS FRENCH BAKERY EDR Digital Archive DAROSA DEVELOPMENT LLC EDR Digital Archive ALL FLORS COML RSIDENTIAL FLRG EDR Digital Archive ALL FLOORS EDR Digital Archive DESERT GATE REAL ESTATE EDR Digital Archive JCM DEVELOPMENT INC EDR Digital Archive CORPORATION TASHCON EDR Digital Archive SEBANA KITCHEN & BATH RMDLG EDR Digital Archive CAR DEPOT LLC EDR Digital Archive JEWELLS QUALITY HOME SYSTEMS EDR Digital Archive COVERAGE PLUS INSURANCE EDR Digital Archive 765 E McGlincy Ln Year Uses Source 2014 INNOVATIVE TILE CONCEPTS INC EDR Digital Archive PMH INVESTMENTS EDR Digital Archive PMH INVESTMENTS EDR Digital Archive INNOVATIVE TILE CONCEPTS INC EDR Digital Archive DIVERSIFIED BUILDERS EDR Digital Archive BOYDS TREE SERVICE EDR Digital Archive SUNBEAM SPECIALTIES INC EDR Digital Archive DIVERSIFIED BUILDERS EDR Digital Archive BOYDS TREE SERVICE EDR Digital Archive SUNBEAM SPECIALTIES INC EDR Digital Archive 2010 SUNBEAM SPECIALTIES INC EDR Digital Archive DIVERSIFIED BUILDERS EDR Digital Archive SUNBEAM SPECIALTIES INC EDR Digital Archive DIVERSIFIED BUILDERS EDR Digital Archive PMH INVESTMENTS EDR Digital Archive INNOVATIVE TILE CONCEPTS INC EDR Digital Archive PMH INVESTMENTS EDR Digital Archive INNOVATIVE TILE CONCEPTS INC EDR Digital Archive 5308891-6 Page 12 Year Uses Source FINDINGS 781 E McGlincy Ln Year Uses Source 2014 ARTCRAFT WELDING SPECIALTIES EDR Digital Archive SHAWDOWFAX ROOFING INC EDR Digital Archive CARACOUSTICS EDR Digital Archive ARTCRAFT WELDING SPECIALTIES EDR Digital Archive SHAWDOWFAX ROOFING INC EDR Digital Archive CARACOUSTICS EDR Digital Archive 2010 HOGAN ART GLASS EDR Digital Archive PACIFIC COAST MANUFACTURING EDR Digital Archive ARTCRAFT WELDING SPECIALTIES EDR Digital Archive HOGAN ART GLASS EDR Digital Archive PACIFIC COAST MANUFACTURING EDR Digital Archive ARTCRAFT WELDING SPECIALTIES EDR Digital Archive 786 E McGlincy Ln Year Uses Source 2014 NAPA TECHNOLOGY LLC EDR Digital Archive NAPA TECHNOLOGY LLC EDR Digital Archive 2010 SHOE EMPORIUM INC EDR Digital Archive SHOE EMPORIUM INC EDR Digital Archive 805 E McGlincy Ln Year Uses Source 2014 DUFFY TOM COMPANY EDR Digital Archive DUFFY TOM COMPANY EDR Digital Archive 2010 DUFFY TOM COMPANY EDR Digital Archive DUFFY TOM COMPANY EDR Digital Archive 808 E McGlincy Ln Year Uses Source 2014 IPEXTREME INC EDR Digital Archive CREWS JOHN & TERESA EDR Digital Archive IPEXTREME INC EDR Digital Archive CREWS JOHN & TERESA EDR Digital Archive 2010 PRESENTATION SYSTEMS EDR Digital Archive CREWS JOHN & TERESA EDR Digital Archive CREWS JOHN & TERESA EDR Digital Archive PRESENTATION SYSTEMS EDR Digital Archive 5308891-6 Page 13 Year Uses Source FINDINGS E WESTCHESTER DR 515 E WESTCHESTER DR Year Uses Source 1986 Micro Chrome & Lapping Inc Pacific Bell MICRO CHROME & LAPPING CO Pacific Bell 1985 MICRO-CHROME & LAPPING CO Pacific Bell DUTCH PRECISION Pacific Bell 1980 MICRO CHROME & LAPPING CO Pacific Telephone EL 16 EL Year Uses Source 1991 RACHAON J R PACIFIC BELL WHITE PAGES EL PASEO 36 EL PASEO Year Uses Source 2001 LOPAS Gerald R Haines Company, Inc. 1996 Lopas Gerald R Pacific Bell 37 EL PASEO Year Uses Source 2001 XXXX Haines Company, Inc. 38 EL PASEO Year Uses Source 2001 NELLESIngeborg Haines Company, Inc. 1996 Nelles Ingeborg Pacific Bell 40 EL PASEO Year Uses Source 2001 BEALME Haines Company, Inc. 41 EL PASEO Year Uses Source 2001 XXXX Haines Company, Inc. 5308891-6 Page 14 Year Uses Source FINDINGS EL PASEO DR 16 EL PASEO DR Year Uses Source 1985 OSTROFF ALBERT OD OAKRIDGE MALL Pacific Bell 38 EL PASEO DR Year Uses Source 1975 NELLES INGEBORG Pacific Telephone 40 EL PASEO DR Year Uses Source 1975 MC COY CLIFFORD Pacific Telephone 51 EL PASEO DR Year Uses Source 1991 S OUTH BAY DAN CE & S OCIAL CLUB PACIFIC BELL WHITE PAGES EL PASEO ST 34 EL PASEO ST Year Uses Source 1974 Pyzer Merle H Mrs R. L. Polk Co. 1970 Pyzer Merle H Mrs R. L. Polk & Co. 35 EL PASEO ST Year Uses Source 1974 Campbel Barbara J R. L. Polk Co. 1970 Vacant R. L. Polk & Co. 36 EL PASEO ST Year Uses Source 1991 LOPAS GERALD R PACIFIC BELL WHITE PAGES Lopas Gerald R PACIFIC BELL WHITE PAGES 1985 SWIFT NEWTON S Pacific Bell 1974 Swift Newton S R. L. Polk Co. 1970 Swift Newton S R. L. Polk & Co. 37 EL PASEO ST Year Uses Source 1975 WEBSTER ORVILLE L Pacific Telephone 5308891-6 Page 15 Year Uses Source FINDINGS Year Uses Source 1974 Webster Orville L R. L. Polk Co. 1970 Teie Stanley R. L. Polk & Co. 38 EL PASEO ST Year Uses Source 1991 Nelles Ingeborg PACIFIC BELL WHITE PAGES NE PACIFIC BELL WHITE PAGES 1985 NELLES INGEBORG Pacific Bell 1980 Nelles ingeborg Pacific Telephone 1974 N Ne Ues Ingeborg R. L. Polk Co. 1970 Cazeneuve Paul R. L. Polk & Co. 39 EL PASEO ST Year Uses Source 1985 TOWNE CLINT & EDITH Pacific Bell 1974 Sweeney Daniel R. L. Polk Co. 1970 Hood Layton R. L. 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FORMAN DR 501 FORMAN DR Year Uses Source 1975 EHRENREICH PHOTO-OPTICAL INDUSTRIES INC Pacific Telephone 524 FORMAN DR Year Uses Source 2001 BURTON Arlhur Haines Company, Inc. 1980 DENNYS LUMBER MART INC Pacific Telephone 1975 DENNY S LUMBER MART Pacific Telephone Forman Dr 529 Forman Dr Year Uses Source 2014 ALARM CO EDR Digital Archive BOLTON ENTERPRISES EDR Digital Archive ALARM CO EDR Digital Archive BOLTON ENTERPRISES EDR Digital Archive 2010 BOLTON ENTERPRISES EDR Digital Archive CLEAR SOLUTIONS EDR Digital Archive ALARM CO EDR Digital Archive BOLTON ENTERPRISES EDR Digital Archive CLEAR SOLUTIONS EDR Digital Archive ALARM CO EDR Digital Archive 5308891-6 Page 17 Year Uses Source FINDINGS FORMAN DR 529 FORMAN DR Year Uses Source 2001 ZANARDIJames Haines Company, Inc. MACHINERY Haines Company, Inc. THOMASLOVATOCO Haines Company, Inc. S 0D 9 SCRTY STU 2 UPHOLSTERY Haines Company, Inc. PERFRMNC Haines Company, Inc. HOLIDAY COMLSERVS Haines Company, Inc. 1996 E STUZ UPHOLSTERY Pacific Bell D PERFORMANCE SOUND & SECURITY Pacific Bell D HOLIDAY COMMERCIAL SERVICES Pacific Bell 1991 Renson Automotive PACIFIC BELL WHITE PAGES Westech Publishing PACIFIC BELL WHITE PAGES Lindemann Enterprises Suspension Service i PACIFIC BELL WHITE PAGES WESTECH PUBLISHING PACIFIC BELL WHITE PAGES LINDEMANN ENTERPRISES SUSPENSION SERVICE I PACIFIC BELL WHITE PAGES 1986 RENSON AUTOMOTIVE Pacific Bell Micro Ceramics Inc Pacific Bell 1985 RENSON AUTOMOTIVE Pacific Bell CAL COAST CONSTRUCTION Pacific Bell J S CONSTRUCTION CO Pacific Bell MC CULLOUGH CLAY EMERGENCY SERVICES CO Pacific Bell RENSON AUTOMOTIVE Pacific Bell 1980 RENSON AUTOMOTIVE Pacific Telephone Wiens I goenl contr Pacific Telephone Forman Dr 530 Forman Dr Year Uses Source 2014 530 FORMAN LLC EDR Digital Archive JOLLIES FOOD COMPANY EDR Digital Archive PERFORMANCE SOUND AND SECURITY EDR Digital Archive 530 FORMAN LLC EDR Digital Archive JOLLIES FOOD COMPANY EDR Digital Archive 5308891-6 Page 18 Year Uses Source FINDINGS Year Uses Source 2014 PERFORMANCE SOUND AND SECURITY EDR Digital Archive 2010 PERFORMANCE SOUND AND SECURITY EDR Digital Archive JOLLIES FOOD COMPANY EDR Digital Archive 530 FORMAN LLC EDR Digital Archive PERFORMANCE SOUND AND SECURITY EDR Digital Archive JOLLIES FOOD COMPANY EDR Digital Archive 530 FORMAN LLC EDR Digital Archive FORMAN DR 530 FORMAN DR Year Uses Source 2001 JOLLIES FOOD CO Haines Company, Inc. 1996 A JOLLIES FOOD CO Pacific Bell 1986 ECSl Pacific Bell Eddies Carpet Service Pacific Bell Jollies Food Co Pacific Bell 1985 ECSI Pacific Bell EDDIE S CARPET SERVICE Pacific Bell JOLLIES FOOD CO Pacific Bell LA PALOMA 81 LA PALOMA Year Uses Source 1980 Weber Harry C & Janith Pacific Telephone LA PALOMA DR 80 LA PALOMA DR Year Uses Source 2001 EIGHT Calhenne Haines Company, Inc. 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Regas Dr 678 Regas Dr Year Uses Source 2014 DE CESARE JOSHUA EDR Digital Archive DE CESARE JOSHUA EDR Digital Archive REGAS DR 679 REGAS DR Year Uses Source 1996 Mulcahy Brian Pacific Bell Mulcahy Brian Pacific Bell 5308891-6 Page 23 Year Uses Source FINDINGS 681 REGAS DR Year Uses Source 1996 Pohorski Daniel W Pacific Bell 1986 Waldrop Doug Pacific Bell 1985 WALDROP DOUG Pacific Bell 1980 Lteary Donald E Pacific Telephone Leary CH Pacific Telephone 1974 N Boyle Charles R. L. Polk Co. Regas Dr 683 Regas Dr Year Uses Source 2010 ERLES INC EDR Digital Archive ERLES INC EDR Digital Archive REGAS DR 683 REGAS DR Year Uses Source 2001 SMILLER Eric Haines Company, Inc. Regas Dr 684 Regas Dr Year Uses Source 2014 JMS FOOD SAFETY AUDITING LLC EDR Digital Archive JMS FOOD SAFETY AUDITING LLC EDR Digital Archive REGAS DR 684 REGAS DR Year Uses Source 2001 SSOVEYDavid Haines Company, Inc. 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Polk Co. 703 W VALLEY DR Year Uses Source 1980 Hanson Bryan W Pacific Telephone 705 W VALLEY DR Year Uses Source 2001 CHISMJarmie Haines Company, Inc. 1991 DRIGGS T PACIFIC BELL WHITE PAGES CHISM J PACIFIC BELL WHITE PAGES Driggs T PACIFIC BELL WHITE PAGES 1986 Seminar D R Pacific Bell 1985 SEMINAR DR Pacific Bell HINE VG Pacific Bell CHISM J Pacific Bell 1980 Mc Andrews Donald Pacific Telephone 5308891-6 Page 29 Year Uses Source FINDINGS Year Uses Source 1980 Karchem SR Pacific Telephone 1975 KRUMRN L B Pacific Telephone KARCHEM S R Pacific Telephone 1974 Karchem Selma R. L. Polk Co. Vacant R. L. Polk Co. Abelson Stephen R. L. Polk Co. Burrows Wm H R. L. Polk Co. Apartments R. L. Polk Co. 709 W VALLEY DR Year Uses Source 2001 XXXX Haines Company, Inc. 710 W VALLEY DR Year Uses Source 2001 KEEP Frederick C Haines Company, Inc. 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Polk Co. b Duffr Electronics electronic mf!r R. L. Polk Co. a Academy Press comi prntr FR R. L. Polk Co. Westchester Dr 520 Westchester Dr Year Uses Source 2014 ROCOS GARDENING/ARROYO VISTA EDR Digital Archive ARROYO VISTA LANDSCAPE INC EDR Digital Archive ARROYO VISTA LANDSCAPE INC EDR Digital Archive ROCOS GARDENING/ARROYO VISTA EDR Digital Archive 2010 ROCOS GARDENING/ARROYO VISTA EDR Digital Archive ARROYO VISTA LANDSCAPE EDR Digital Archive ABEXTRA EDR Digital Archive AMERICAN TRENCH & TRAFFIC SUPS EDR Digital Archive ROCOS GARDENING/ARROYO VISTA EDR Digital Archive ARROYO VISTA LANDSCAPE EDR Digital Archive ABEXTRA EDR Digital Archive AMERICAN TRENCH & TRAFFIC SUPS EDR Digital Archive WESTCHESTER DR 520 WESTCHESTER DR Year Uses Source 2001 ADORNOFrank ARROYO VISTA Haines Company, Inc. 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Westchester Dr 540 Westchester Dr Year Uses Source 2014 540 LIMITED PARTNERSHIP EDR Digital Archive 540 LIMITED PARTNERSHIP EDR Digital Archive 2010 540 LIMITED PARTNERSHIP EDR Digital Archive 540 LIMITED PARTNERSHIP EDR Digital Archive WESTCHESTER DR 540 WESTCHESTER DR Year Uses Source 2001 LANSCAPE ROCOSGARDENING Haines Company, Inc. or ROSS ENGINEERING Haines Company, Inc. 1996 ROSS ENGINEERING CORP Pacific Bell 1986 ROSS ENGINEERING CORP high voltage devices Pacific Bell 5308891-6 Page 37 Year Uses Source FINDINGS Year Uses Source 1985 ROSS ENGINEERING CORP HIGH VOLTAGE DEVICES Pacific Bell ROSS ENGINEERING CONSTRUTION Pacific Bell Westchester Dr 545 Westchester Dr Year Uses Source 2014 EXPERT DRY WALL SYSTEMS INC EDR Digital Archive PLAY FLAG FOOTBALL EDR Digital Archive ALL OUT SCREEN PRINTING LLC EDR Digital Archive EXPERT DRY WALL SYSTEMS INC EDR Digital Archive ALL OUT SCREEN PRINTING LLC EDR Digital Archive PLAY FLAG FOOTBALL EDR Digital Archive 2010 CAMPBELL GRAPHICS INC EDR Digital Archive CAMPBELL GRAPHICS INC EDR Digital Archive WESTCHESTER DR 545 WESTCHESTER DR Year Uses Source 2001 CAMPBELLGRAPHICS Haines Company, Inc. SLAMARLaverne Haines Company, Inc. 1996 CAMPBELL GRAPHICS INC Pacific Bell 1986 Ihrman S Pacific Bell licon Pacific Bell Mec Pro Inc Pacific Bell 1985 PRO-MEC Pacific Bell PRO MECHANICAL Pacific Bell WEB PUBLICATIONS INC Pacific Bell 1980 Micro Chassis Pacific Telephone 1975 KANAWYER FLOORS Pacific Telephone MICRO CHASSIS Pacific Telephone 1974 c Qualitrol Machine Co mach mfr R. L. Polk Co. d Kanawyer Floors R. L. Polk Co. b G M B Manufacturing mach shop R. L. Polk Co. a Micro Chassis precision sht mtl R. L. Polk Co. 1970 d Kanawyer Floors R. L. Polk & Co. c D & S Tool Co precision tools R. L. Polk & Co. b G M B Manufacturing mach shop R. L. Polk & Co. 5308891-6 Page 38 Year Uses Source FINDINGS Year Uses Source 1970 a Micro Chassis precision sht mtl R. L. Polk & Co. Westchester Dr 555 Westchester Dr Year Uses Source 2014 WELSH R AND COMPANY EDR Digital Archive WELSH R AND COMPANY EDR Digital Archive 2010 WELSH R AND COMPANY EDR Digital Archive WELSH R AND COMPANY EDR Digital Archive WESTCHESTER DR 555 WESTCHESTER DR Year Uses Source 1970 Stonehdcker Plastering Co bldg mtls R. L. Polk & Co. 557 WESTCHESTER DR Year Uses Source 2001 XXXX Haines Company, Inc. 1970 Vacant R. L. Polk & Co. Westchester Dr 559 Westchester Dr Year Uses Source 2014 MOOSE INTERNATIONAL INC EDR Digital Archive QUINTEROS CUSTOM WOOD WORK EDR Digital Archive QUINTEROS CUSTOM WOOD WORK EDR Digital Archive MOOSE INTERNATIONAL INC EDR Digital Archive 2010 MOOSE INTERNATIONAL INC EDR Digital Archive MOOSE INTERNATIONAL INC EDR Digital Archive WESTCHESTER DR 559 WESTCHESTER DR Year Uses Source 2001 MOOSELOOGE Haines Company, Inc. 1996 LOS GATOS Pacific Bell MOOSE LODGE NO Pacific Bell STREAM LINE AUTO BODY Pacific Bell 5308891-6 Page 39 Year Uses Source FINDINGS Year Uses Source 1991 Cambridge Auto Works PACIFIC BELL WHITE PAGES G & G Construction & Development PACIFIC BELL WHITE PAGES CAMBRIDGE AUTO WORKS PACIFIC BELL WHITE PAGES G & G CONSTRUCTION & DEVELOPMENT PACIFIC BELL WHITE PAGES 1986 Russ Enterprises Inc Pacific Bell 1980 ROSS ENGINEERING CORP high voltage devices Pacific Telephone 1975 ROSS ENGINEERING CORP HIGH VOLTAGE DEVICES Pacific Telephone 1974 Ross Engineering Corp R. L. Polk Co. 1970 Ross Engineering Corp R. L. Polk & Co. 563 WESTCHESTER DR Year Uses Source 1975 WINCHESTER DRIVE-IN THEATERS Pacific Telephone 5308891-6 Page 40 FINDINGS TARGET PROPERTY: ADDRESS NOT IDENTIFIED IN RESEARCH SOURCE The following Target Property addresses were researched for this report, and the addresses were not identified in the research source. Address Researched Address Not Identified in Research Source 680 East McGlincy 2006, 2001, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 ADJOINING PROPERTY: ADDRESSES NOT IDENTIFIED IN RESEARCH SOURCE The following Adjoining Property addresses were researched for this report, and the addresses were not identified in research source. Address Researched Address Not Identified in Research Source 16 EL 2014, 2010, 2006, 2001, 2000, 1996, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 16 EL PASEO DR 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 260 MCGLINCEY LN 2014, 2010, 2006, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 34 EL PASEO ST 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 35 EL PASEO ST 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 354 MCGLINCEY LN 2014, 2010, 2006, 2001, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 36 EL PASEO 2014, 2010, 2006, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 36 EL PASEO ST 2014, 2010, 2006, 2001, 2000, 1996, 1986, 1982, 1980, 1978, 1975, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 37 EL PASEO 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 37 EL PASEO ST 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 38 EL PASEO 2014, 2010, 2006, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 FINDINGS Address Researched Address Not Identified in Research Source 38 EL PASEO DR 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 38 EL PASEO ST 2014, 2010, 2006, 2001, 2000, 1996, 1986, 1982, 1978, 1975, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 39 EL PASEO ST 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1982, 1980, 1978, 1975, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 40 EL PASEO 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 40 EL PASEO DR 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 40 EL PASEO ST 2014, 2010, 2006, 2001, 2000, 1996, 1986, 1982, 1980, 1978, 1975, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 41 EL PASEO 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 41 EL PASEO ST 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 42 EL PASEO ST 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 50 EL PASEO ST 2014, 2010, 2006, 2001, 2000, 1996, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 501 FORMAN DR 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 51 EL PASEO DR 2014, 2010, 2006, 2001, 2000, 1996, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 515 E WESTCHESTER DR 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1982, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 515 WESTCHESTER DR 2014, 2010, 2006, 2000, 1986, 1982, 1978, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 515 Westchester Dr 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 515 Westchester Dr 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 520 Westchester Dr 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 FINDINGS Address Researched Address Not Identified in Research Source 520 Westchester Dr 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 520 WESTCHESTER DR 2014, 2010, 2006, 2000, 1991, 1982, 1978, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 524 FORMAN AVE 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 524 FORMAN DR 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1978, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 529 FORMAN DR 2014, 2010, 2006, 2000, 1982, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 529 Forman Dr 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 529 Forman Dr 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 530 Forman Dr 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 530 Forman Dr 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 530 FORMAN DR 2014, 2010, 2006, 2000, 1991, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 535 WESTCHESTER DR 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1978, 1975, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 540 WESTCHESTER DR 2014, 2010, 2006, 2000, 1991, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 540 Westchester Dr 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 540 Westchester Dr 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 545 Westchester Dr 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 545 Westchester Dr 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 545 WESTCHESTER DR 2014, 2010, 2006, 2000, 1991, 1982, 1978, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 FINDINGS Address Researched Address Not Identified in Research Source 555 WESTCHESTER DR 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 555 Westchester Dr 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 555 Westchester Dr 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 557 WESTCHESTER DR 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 559 E MCGLINCEY LN 2014, 2010, 2006, 2001, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 559 WESTCHESTER DR 2014, 2010, 2006, 2000, 1985, 1982, 1978, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 559 Westchester Dr 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 559 Westchester Dr 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 563 E MCGLINCEY LN 2014, 2010, 2006, 2001, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 563 MCGLINCY LN 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 563 WESTCHESTER DR 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 571 MCGLINCY LN 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 580 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 580 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 597 MCGLINCY LN 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 599 E MCGLINCEY LN 2014, 2010, 2006, 2001, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 599 E McGlincy Ln 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 FINDINGS Address Researched Address Not Identified in Research Source 599 E McGlincy Ln 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 600 SWEETBRIAR DR 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 600 W VALLEY DR 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 605 SWEETBRIAR DR 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1962, 1960, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 606 SWEETBRIAR DR 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1962, 1960, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 607 MCGLINCY LN 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 615 E MCGLINCEY LN 2014, 2010, 2006, 2001, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 615 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 615 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 615 SWEETBRIAR DR 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 625 E MCGLINCEY LN 2014, 2010, 2006, 2001, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 625 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 625 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 645 E MCGLINCEY LN 2014, 2010, 2006, 2001, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 645 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 645 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 655 E MCGLINCEY LN 2014, 2010, 2006, 2001, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 FINDINGS Address Researched Address Not Identified in Research Source 655 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 655 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 657 REGAS DR 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 659 REGAS DR 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 660 REGAS DR 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 661 REGAS DR 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 662 REGAS DR 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 663 REGAS DR 2014, 2010, 2006, 2001, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 663 Regas Dr 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 663 Regas Dr 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 663 REGAS DR CFD 2014, 2010, 2006, 2001, 2000, 1996, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 664 REGAS DR 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 665 E MCGLINCEY LN 2014, 2010, 2006, 2001, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 665 E McGlincy Ln 2014, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 665 E McGlincy Ln 2014, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 665 Regas Dr 2014, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 665 Regas Dr 2014, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 FINDINGS Address Researched Address Not Identified in Research Source 665 REGAS DR 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 667 REGAS DR 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 668 REGAS DR 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 668 Regas Dr 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 668 Regas Dr 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 669 Regas Dr 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 669 Regas Dr 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 669 REGAS DR 2014, 2010, 2006, 2001, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 670 REGAS DR 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 671 REGAS DR 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 672 REGAS DR 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 673 REGAS DR 2014, 2010, 2006, 2000, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 675 REGAS DR 2014, 2010, 2006, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 675 W VALLEY DR 2014, 2010, 2006, 2001, 2000, 1996, 1986, 1982, 1978, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 677 REGAS DR 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 678 Regas Dr 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 678 Regas Dr 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 FINDINGS Address Researched Address Not Identified in Research Source 679 REGAS DR 2014, 2010, 2006, 2001, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 680 Stanfield Dr 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 680 Stanfield Dr 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 680 W VALLEY DR 2014, 2010, 2006, 2000, 1986, 1982, 1978, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 681 REGAS DR 2014, 2010, 2006, 2001, 2000, 1991, 1982, 1978, 1975, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 681 Sweetbriar Dr 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 681 Sweetbriar Dr 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 683 Regas Dr 2014, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 683 REGAS DR 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 683 Regas Dr 2014, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 684 Regas Dr 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 684 REGAS DR 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 684 Regas Dr 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 686 Regas Dr 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 686 Regas Dr 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 686 REGAS DR 2014, 2010, 2006, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 688 REGAS DR 2014, 2010, 2006, 2001, 2000, 1996, 1982, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 FINDINGS Address Researched Address Not Identified in Research Source 691 REGAS DR 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 691 Stanfield Dr 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 691 Stanfield Dr 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 691 Sweetbriar Dr 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 691 Sweetbriar Dr 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 695 E MCGLINCEY LN 2014, 2010, 2006, 2001, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 695 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 695 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 695 W VALLEY DR 2014, 2010, 2006, 2000, 1991, 1982, 1978, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 699 REGAS DR 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 700 W VALLEY DR 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1982, 1978, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 701 REGAS DR 2014, 2010, 2006, 2000, 1982, 1980, 1978, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 703 W VALLEY DR 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 705 W VALEY DR 2014, 2010, 2006, 2001, 2000, 1996, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 705 W VALLEY DR 2014, 2010, 2006, 2000, 1996, 1982, 1978, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 705 W VALLEY FWY 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 709 W VALLEY DR 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 FINDINGS Address Researched Address Not Identified in Research Source 710 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 710 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 710 W VALLEY DR 2014, 2010, 2006, 2000, 1996, 1986, 1982, 1980, 1978, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 715 E MCGLINCEY LN 2014, 2010, 2006, 2001, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 715 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 715 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 715 W VALLEY DR 2014, 2010, 2006, 2000, 1996, 1982, 1978, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 720 W VALLEY DR 2014, 2010, 2006, 2000, 1982, 1978, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 725 W VALLEY DR 2014, 2010, 2006, 2000, 1996, 1986, 1982, 1978, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 725 W VALLEY FWY 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 728 W VALLEY DR 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 735 W VALLEY DR 2014, 2010, 2006, 2000, 1996, 1986, 1982, 1978, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 740 W VALLEY DR 2014, 2010, 2006, 2000, 1996, 1986, 1982, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 745 E MCGLINCEY LN 2014, 2010, 2006, 2001, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 745 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 745 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 745 W VALLEY DR 2014, 2010, 2006, 2000, 1996, 1991, 1982, 1980, 1978, 1975, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 FINDINGS Address Researched Address Not Identified in Research Source 750 E MCGLINCEY LN 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 750 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 750 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 750 W VALLEY DR 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 755 W VALLEY DR 2014, 2010, 2006, 2000, 1996, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 765 E MCGLINCEY LN 2014, 2010, 2006, 2001, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 765 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 765 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 781 E MCGLINCEY LN 2014, 2010, 2006, 2001, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 781 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 781 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 786 E MCGLINCEY LN 2014, 2010, 2006, 2001, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 786 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 786 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 786 MCGLINCY LN 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 80 LA PALOMA DR 2014, 2010, 2006, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 805 E MCGLINCEY LN 2014, 2010, 2006, 2001, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 FINDINGS Address Researched Address Not Identified in Research Source 805 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 805 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 808 E MCGLINCEY LN 2014, 2010, 2006, 2001, 2000, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 808 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 808 E McGlincy Ln 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 81 LA PALOMA 2014, 2010, 2006, 2001, 2000, 1996, 1991, 1986, 1985, 1982, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 90 EL PASEO ST 2014, 2010, 2006, 2001, 2000, 1996, 1986, 1982, 1980, 1978, 1975, 1974, 1970, 1968, 1966, 1965, 1964, 1963, 1962, 1960, 1957, 1955, 1950, 1946, 1945, 1942, 1940, 1936, 1935, 1931, 1930, 1926, 1925, 1922 APPENDIX E REGULATORY AGENCY RECORDS Project No. 389104 June 12, 2018 680 and 700 East McGlincy Lane, Campbell,California 1 Natalie Vaughan From:Belloso, Melissa <Melissa.Belloso@cep.sccgov.org> Sent:Wednesday, May 23, 2018 12:39 PM To:Natalie Vaughan Subject:RESPONSE TO RECORDS REQUEST#052318D Follow Up Flag:Follow up Flag Status:Completed Good afternoon, Thank you for your recent record request received on 05/23/18 for the following addresses in CAMPBELL: 680-700 (EVENS) E MCGLINCY LANE We have no records for these locations. However, additional electronic documents may be found on the following websites: Local Oversight Program (LOP) GEOTracker (GT) Spill Reports Website – California Office of Emergency Services (Cal OES): https://w3.calema.ca.gov/operational/malhaz.nsf/$defaultview Please be advised that in some cities, other participating agencies may be responsible for maintaining the type of files you requested. This link may be of assistance in determining who will have the documents you are looking for in the future: UNIDOCS – Who regulates what in Santa Clara County Best regards, MELISSA BELLOSO Sr. Office Specialist Administration County of Santa Clara Consumer and Environmental Protection Agency 408‐918‐3421 Phone MELISSA.BELLOSO@CEP.SCCGOV.ORG 2 Please consider the environment before printing this email. NOTICE: This email message and/or its attachments may contain information that is confidential or restricted. It is intended only for the individuals named as recipients in the message. If you are NOT an authorized recipient, you are prohibited from using, delivering, distributing, printing, copying, or disclosing the message or content to others and must delete the message from your computer. If you have received this message in error, please notify the sender by return email. 1 Natalie Vaughan From:Victoria Bebee <victoria.bebee@sccfd.org> Sent:Monday, June 4, 2018 2:07 PM To:Natalie Vaughan Subject:Re: Records request- Campbell Follow Up Flag:Follow up Flag Status:Flagged Hi Natalie- Sure. Just to confirm location, we are at 16795 Lark Avenue, Los Gatos. We are on the second floor , just come in to the reception area and I will be happy to assist you. See you tomorrow at 10:30am. Thank you, Victoria Bebee Hazardous Materials Division SANTA CLARA COUNTY FIRE DEPARTMENT 16795 Lark Ave, Ste 200 Los Gatos, CA 95032 (408) 378-4010 Direct: (408) 341-4443 www.sccfd.org From: "Natalie Vaughan" <nvaughan@aeiconsultants.com> To: "Jamie Ryan" <jamie.ryan@sccfd.org> Cc: "Victoria Bebee" <victoria.bebee@sccfd.org> Sent: Monday, June 4, 2018 1:42:16 PM Subject: RE: Records request- Campbell Hi Jamie, Can I please make an appointment to view the records tomorrow around 10:30 am? Thanks, Natalie Vaughan Project Manager AEI Consultants 3380 S. Bascom Ave., Suite 109 San Jose, CA 95124 e: nvaughan@aeiconsultants.com p: (408) 559-7600 c: (925) 922-4900 f: (408) 559-7601 www.aeiconsultants.com 2 From: Jamie Ryan [mailto:jamie.ryan@sccfd.org] Sent: Wednesday, May 23, 2018 11:44 AM To: Natalie Vaughan <nvaughan@aeiconsultants.com> Cc: Victoria Bebee <victoria.bebee@sccfd.org> Subject: Re: Records request‐ Campbell Hi Natalie, In looking at your request, I was not able to find anything in the even addresses provided *except* 700 McGlincy Ln. If you'd like to make an appointment to come in, please let me know. Thank you, Jamie L. Ryan Administrative Assistant I Hazardous Materials Division SANTA CLARA COUNTY FIRE DEPARTMENT 16795 Lark Ave, Ste 200 Los Gatos, CA 95032 (408) 378-4010 Direct: (408) 341-4443 www.sccfd.org From: "Natalie Vaughan" <nvaughan@aeiconsultants.com> To: info@sccfd.org, cfmo@sccfd.org, "jamie ryan" <jamie.ryan@sccfd.org> Sent: Wednesday, May 23, 2018 10:59:33 AM Subject: Records request- Campbell Hello, Attached is my records request. Thank you! Natalie Vaughan Project Manager AEI Consultants 3380 S. Bascom Ave., Suite 109 San Jose, CA 95124 e: nvaughan@aeiconsultants.com p: (408) 559-7600 c: (925) 922-4900 f: (408) 559-7601 www.aeiconsultants.com 1 Natalie Vaughan From:Public Records <PublicRecords@baaqmd.gov> Sent:Wednesday, May 23, 2018 1:36 PM To:Natalie Vaughan Subject:Public Records Request No. 2018-05-0238 Dear Natalie Vaughan, Thank you for your request. We have searched our records and have no records that respond to your below request for: Industrial 680‐700 (evens) McGlincy Ln Campbell If you have any questions or concerns, please call or e‐mail me. Sincerely, Rochelle Reed Public Records Section BAAQMD 415‐749‐4784 1 Natalie Vaughan From:Barbara Murray <BMurray@valleywater.org> Sent:Wednesday, May 23, 2018 3:33 PM To:Natalie Vaughan Subject:RE: Wells- Campbell We have no record of any registered wells on either parcel. BARBARA MURRAY HYDROLOGIC SYSTEMS ANALYST II Wells and Water Measurement Unit Water Supply Division Santa Clara Valley Water District (408) 630‐2312 bmurray@valleywater.org "When we realize we are part of the same family then we'll come up with real solutions." ‐ Charles H. Wright From: Natalie Vaughan [mailto:nvaughan@aeiconsultants.com] Sent: Wednesday, May 23, 2018 3:26 PM To: Barbara Murray <BMurray@valleywater.org> Subject: Wells‐ Campbell Hi Barbara, Can you please tell me if any wells exist on the following parcels in Campbell? (map attached) 412‐35‐039 412‐35‐040 Thank you! Natalie Vaughan Project Manager AEI Consultants 3380 S. Bascom Ave., Suite 109 San Jose, CA 95124 e: nvaughan@aeiconsultants.com p: (408) 559-7600 c: (925) 922-4900 f: (408) 559-7601 www.aeiconsultants.com APPENDIX F ENVIRONMENTAL LIEN SEARCH AND/OR CHAIN OF TITLE Project No. 389104 June 12, 2018 680 and 700 East McGlincy Lane, Campbell,California 389104 - Campbell, CA 680 East McGlincy Campbell, CA 95008 Inquiry Number: 5308891.9 May 25, 2018 EDR Environmental Lien and AUL Search 6 Armstrong Road Shelton, CT 06484 800.352.0050 www.edrnet.comEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources Inc EDR Environmental Lien and AUL Search The EDR Environmental Lien and AUL Search Report provides results from a search of available current land title records for environmental cleanup liens and other activity and use limitations, such as engineering controls and institutional controls. A network of professional, trained researchers, following established procedures, uses client supplied address information to: • search for parcel information and/or legal description; • search for ownership information; • research official land title documents recorded at jurisdictional agencies such as recorders' offices, registries of deeds, county clerks' offices, etc.; • access a copy of the deed; • search for environmental encumbering instrument(s) associated with the deed; • provide a copy of any environmental encumbrance(s) based upon a review of key words in the instrument(s) (title, parties involved, and description); and • provide a copy of the deed or cite documents reviewed. Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction orforecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2017 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc. or its affiliates is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. EDR Environmental Lien and AUL Search TARGET PROPERTY INFORMATION_______________________________ ADDRESS 680 East McGlincy 389104 - Campbell, CA Campbell, CA 95008 RESEARCH SOURCE Source 1: Santa Clara Recorder Santa Clara, CA PROPERTY INFORMATION Deed 1: Type of Deed:deed Title is vested in:Instant Storage Service Inc Title received from:James Spencer & Beth Ann Chalmers TRustees Instant Deed Dated 3/2/2006 Deed Recorded:3/17/2006 Book:NA Page:na Volume:na Instrument:na Docket:NA Land Record Comments: Miscellaneous Comments: Legal Description:See Exhibit Legal Current Owner:Instant Storage Service Inc Parcel # / Property Identifier:412-35-039, 412-35-040 Comments:See Exhibit ENVIRONMENTAL LIEN Environmental Lien:Found Not Found OTHER ACTIVITY AND USE LIMITATIONS (AULs) AULs:Found Not Found 5308891.9 Page 1 Deed Exhibit 1 APPENDIX G PREVIOUS REPORTS Project No. 389104 June 12, 2018 680 and 700 East McGlincy Lane, Campbell,California εRAS 1533 B Street εnvironmental, Inc. Hayward, CA 94541 __________________________________________________ Phone (510) 247-9885 Facsimile: (510) 886-5399 info@eras.biz ENVIRONMENTAL SITE ASSESSMENT UPDATE 680-750 East McGlincy Lane Campbell, California Project Number 08103 Prepared for: Mr. Jim Chalmers BR Development, Inc. 710 East McGlincy Lane, Suite 112 Campbell, California 95008 Prepared by: ERAS Environmental, Inc. September 5, 2008 680-750 East McGlincy Lane September 4, 2008 Page 1 The ESA Update project was performed to identify, to the extent feasible, recognized environmental conditions in connection with the Property. The protocol utilized for this ESA is in general accordance with the requirements of American Society of Testing Materials (ASTM) Standard E1527-05. Scope of Work The ESA Update included a review of a previous Phase 1 Environmental Site Assessment (ESA) and previous ESA updates, a visual reconnaissance of the Property, a review of building department records, a review of a regulatory agency environmental database for the Property and surrounding area provided by FirstSearch Technology Corporation (FSTC) and an interview with the owner of the Property. Conclusions and recommendations presented in our report were based upon information gathered by completing these tasks. Previous Environmental Assessment A previous ESA project was performed by ERAS. The results of the ESA were presented in a report entitled Phase 1 Environmental Site Assessment, 680-750 East McGlincy Lane, Campbell, California, dated April 13, 2005. At the time of the site assessment, the Property was occupied by Instant Storage Service, Bay Area Recycling, and a residence. ERAS noted no leaks, spills or unauthorized releases of hazardous materials on the Property. A review of building and fire department inspection records did not identify any leaks, spills or unauthorized releases of hazardous materials. ERAS concluded there was no information that current or past uses of the Property could have caused environmental contamination to subsurface soil or groundwater. There were no off-site sources of contamination identified that were considered to pose a threat to subsurface environmental conditions under the Property. ERAS recommended that no further work be performed regarding the current status of subsurface environmental conditions at the Property, at the time of this previous assessment. There were no observed changes to the Property that would affect environmental conditions based on the work performed for the updates to the ESA in 2006, 2007, and March of 2008. Visual Reconnaissance An ERAS representative visited the Property on September 3, 2008. The subject property (hereinafter the “Property”) is located at 680-750 East McGlincy Lane, on the south side of East McGlincy Lane between Winchester Drive and Union Avenue in the eastern portion of the City of Campbell. Highway 17 is located approximately 2/5 mile to the west, and downtown Campbell is located approximately 3/4 mile to the northwest. The Property is located in an area of industrial, warehouse, and residential land uses. The Property was partially occupied by Instant Storage Service (ISS) at the time of the site visit. The other portion of the Property was occupied by McGlincy Business Center (industrial condominiums), which was partially vacant at the time of the site visit. Seventeen of the condominium units were occupied. 680-750 East McGlincy Lane September 5, 2008 Page 2 The occupants were the following: - real estate company - computer repair company - certified personal account - asbestos removal contractor - ISS business office - kitchen and bath remodel company - insurance company - home theater installation company - repossession company - commercial painting company - wholesale bakery - construction company - window and door company (three units) - fitness center - flooring company. To the north of the Property was East McGlincy Lane and on the other side of the street was the following: - 625 East McGlincy Lane (El Gato Auto Upholstery) - 645 East McGlincy Lane (vacant) - 655 East McGlincy Lane (Best Buy Auto Glass, Sterling Marble & Granite, and Zexton Numerical Control) - 665 East McGlincy Lane (Modern Bench Operations) - 695 East McGlincy Lane (Lambert Floors and R.K. Berrett Construction) - 715 East McGlincy Lane (Precision Machining Inc.) - 745 East McGlincy Lane (J&M Window and Glass) - 765 East McGlincy Lane (Sunbeam) - 781 East McGlincy Lane (Hogan Stained Glass and Artcraft Welding Inc.). To the east of the Property was Becky’s Shoes at 786 East McGlincy Lane, to the south was residential development, and to the west was West Valley Construction Company at 580 McGlincy Lane. The portion of the Property occupied by ISS contains a large number of sea/land type metal storage containers arranged in rows and stacks on the Property and one shop building. The portion of the Property occupied by McGlincy Business Center contains two concrete tilt-up condominium buildings, asphalt paved parking areas, landscaping, and trash enclosures. The ISS shop building was constructed of a wood frame with metal siding and roof, on a concrete pad. Approximately 9 compressed gas cylinders used for welding (argon, helium, argon/CO2, oxygen, and acetylene) were present in the shop. No leaks or spills were noted in the vicinity of these chemicals. 680-750 East McGlincy Lane September 5, 2008 Page 3 The two concrete tilt up condominium buildings contained approximately twelve units each. Some of the units contained only office space and some contained office and warehouse space. The office space was finished with sheetrock walls, carpet, linoleum, and tile floors, and suspended acoustic ceilings. The warehouse space was finished with sheetrock walls, concrete floors, and open frame ceilings. The only condominiums which contained hazardous materials was Unit 104 in Building A which was occupied by Proformance Paint Inc. the commercial painter, Unit 103 in Building A, which was occupied by All Floors, Unit 107 in Building B which was occupied by Versatronics (computer repair), and Unit 100-102 which was occupied by Murray Window and Door. Unit 104 contained containers of various stains, paints, varnishes, and other chemicals associated with commercial painting. Unit 103 contained containers of flooring adhesive. Unit 100-102 contained containers of paint, WD40, spray paint, and propane for the forklift. Unit 107 contained containers of gasoline, alcohol, and oil. All containers of chemicals observed were of retail size (5- gallons or less) and no leaks or spills were observed in the vicinity of these chemicals. Dry wells, pits or sumps were not observed on the Property by ERAS. No evidence of underground storage tanks (UST) or above ground storage tanks (AST) were observed on the Property by ERAS. No evidence of significant leakage, spillage or dumping of regulated material was observed on the Property by ERAS. Observations made by ERAS at the time of the site visit are included on the ASTM Site Reconnaissance and Interview form also included in Attachment 1 Database Review Information from standard Federal and State environmental databases was provided to ERAS by Environmental FirstSearch Technology Corporation (FSTC)) of California. Data from governmental agency lists are updated and integrated into one database, which is updated as these data are released. This integrated database also contains postal service data in order to enhance matching of street addresses. Records from one government source are compared to records from another to clarify any address ambiguities. The demographic and geographic information available provides assistance in identifying and managing risk. The accuracy of the geo-coded locations is +/- 300 feet. The complete database is included as Attachment 2 to this report. Leaks from underground storage tank (Leaking UST or LUST) sites are the most common source of local contamination. Leaks of this type generally do not extend down-gradient more than approximately 600 feet (approximately 1/8 mile) except under unusual conditions. The environmental database search identified one State site within 1 mile of the Property. Forty four (44) Leaking UST sites and one Cerclis site were identified within ½ mile of the Property. Seven RCRA Generator sites, thirteen (13) Permits sites, and six registered UST/AST sites were located within ¼ mile of the Property. Two RCRA NLR sites, one ERNS site, and one Spills-1990 site were located within 1/8 mile of the Property. The locations of these sites are indicated on the 1 680-750 East McGlincy Lane September 5, 2008 Page 4 Mile Radius, .5 Mile Radius and .25 Mile Radius maps in the database report in Attachment 2. Groundwater is the medium that has the potential to carry contaminants from an off-site source to the Property. The regional groundwater flow follows the topography, moving from areas of higher elevation to areas of lower elevation. The groundwater flow direction in the area of the Property is estimated to be toward the north. One of the units associated with the Property, Proformance Painting Inc. in Unit 103 was identified on the Permits database. The file for this facility was requested from the Santa Clara County Hazardous Materials Compliance Division (SCCHMCD). No records were available. Based on the lack of records and visual observation of the facility this Unit is not considered likely to pose a threat to the subsurface environmental conditions beneath the Property. An adjacent site, located to the west of the Property, West Valley Construction Company., Inc. at 580 East McGlincy Lane was listed as a closed LUST, small quantity RCRA generator, a Permits site, and a UST site. The file for this site had previously been reviewed by ERAS on April 12, 2005 and was reviewed again on September 3, 2008 at the SCCHMCD. The former location of the leaking USTs on this site was not in close proximity to the Property or in an up-gradient direction. The site has been remediated and confirmation soil samples did not indicate detectable concentrations of petroleum hydrocarbons or fuel oxygenates remaining on the site. This leak case was closed by the SCVWD. Based on the distance to the former USTs, cross-gradient location, case- status and confirmation soil sample analytical results, this site is not considered likely to pose a threat to subsurface environmental conditions beneath the Property. The case closure documentation is included as Attachment 3. The file for two other adjacent sites, 665 East McGlincy and 715 McGlincy, were reviewed on September 3rd 2008 as well at the SCCHMCD based on their listings on the RCRA Generator database. No records were observed indicating that any leaks or spills have occurred at either of these facilities. Based on the records reviewed these sited are considered unlikely to pose a threat to the subsurface environmental conditions at the Property None of the other identified sites are located in close proximity or in a direction up gradient from the Property, therefore none are considered likely to pose a threat to subsurface environmental conditions beneath the Property. Interview ERAS reviewed an ASTM Standard Environmental Site Assessment Questionnaire completed by the owner, Mr. James S. Chalmers in August of 2008. According to Mr. Chalmers, the Property was used for farming from the early 1900’s to 1978. The Property was then used as storage by West Valley Construction from 1960’s to 1985 and was then used for storage and a house hold recycling depot from 1978 to 2005 by the Chalmers family. 680-750 East McGlincy Lane September 5, 2008 Page 5 Mr. Chalmers indicated that he was not aware of any contamination on the Property from the previous uses. Mr. Chalmers was not aware of; 1) the existence of environmental liens on the Property; 2) any notifications by government of violations of current historic environmental laws; 3) any current violations by past or current occupants of environmental laws, or 4) the current or historic presence of underground or aboveground storage tanks on the Property. Mr. Chalmers's responses were compiled on ERAS Environmental Questionnaire along with observations made by ERAS at the time of the site visit. These were included on the ASTM Site Reconnaissance and Interview form included as Attachment 1. Historical Records Review Review of records from the City of Campbell Building Department were included in the ERAS (2005) ESA report, ERAS (2006) ESA Update report, and ERAS (March 2008) ESA Update report. Records were reviewed for the Property at the City of Campbell Building Department on September 3, 2008. The only new records available since the last ESA Update performed by ERAS dated March 12, 2008 was one permit to establish a new occupant in one of the condominium units. Conclusions ERAS has performed a Phase I Environmental Site Assessment Update in conformance with the scope and limitations of ASTM Practice E1527-05 of the Property. Any exceptions to, or deletions from this Practice are described in this section of the report. No data failures occurred between the early 1900’s and the present. An ERAS representative visited the Property on September 3, 2008. The subject property (hereinafter the “Property”) is located at 680-750 East McGlincy Lane, on the south side of East McGlincy Lane between Winchester Drive and Union Avenue in the eastern portion of the City of Campbell. Highway 17 is located approximately 2/5 mile to the west, and downtown Campbell is located approximately 3/4 mile to the northwest. The Property is located in an area of industrial, warehouse, and residential land uses. The Property was partially occupied by Instant Storage Service (ISS) at the time of the site visit. The other portion of the Property was occupied by McGlincy Business Center (industrial condominiums), which was partially vacant at the time of the site visit. Seventeen of the condominium units were occupied. company, a window and door company (three units), a fitness center, a flooring company. To the north of the Property was East McGlincy Lane and on the other side of the street was El Gato Auto Upholstery, Best Buy Auto Glass, Sterling Marble & Granite, and Zexton Numerical Control, Modern Bench Operations, Lambert Floors and R.K. Berrett Construction, Precision Machining Inc., J&M Window and Glass, Sunbeam and Hogan Stained Glass and Artcraft Welding Inc.. To the east of the Property was Becky’s Shoes, to the south was residential development, and to the west was West Valley Construction Company. 680-750 East McGlincy Lane September 5, 2008 Page 6 The portion of the Property occupied by ISS contains a large number of sea/land type metal storage containers arranged in rows and stacks on the Property and one shop building. The portion of the Property occupied by McGlincy Business Center contains two concrete tilt-up condominium buildings, asphalt paved parking areas, landscaping, and trash enclosures. The ISS shop building was constructed of a wood frame with metal siding and roof, on a concrete pad. Approximately 9 compressed gas cylinders used for welding (argon, helium, argon/CO2, oxygen, and acetylene) were present in the shop. No leaks or spills were noted in the vicinity of these chemicals. The two concrete tilt up condominium buildings contained approximately twelve units each. Some of the units contained only office space and some contained office and warehouse space. The only condominiums which contained hazardous materials was Unit 104 in Building A which was occupied by Proformance Paint Inc. the commercial painter, Unit 103 in Building A, which was occupied by All Floors, Unit 107 in Building B which was occupied by Versatronics (computer repair), and Unit 100- 102 which was occupied by Murray Window and Door. Unit 104 contained containers of various stains, paints, varnishes, and other chemicals associated with commercial painting. Unit 103 contained containers of flooring adhesive. Unit 100-102 contained containers of paint, WD40, spray paint, and propane for the forklift. Unit 107 contained containers of gasoline, alcohol, and oil. All containers of chemicals observed were of retail size (5- gallons or less) and no leaks or spills were observed in the vicinity of these chemicals. Drywells, pits or sumps were not observed on the Property by ERAS. No evidence of underground storage tanks (UST) or above ground storage tanks (AST) were observed on the Property by ERAS. No evidence of significant leakage, spillage or dumping of regulated material was observed on the Property by ERAS. Historical information from the previous ESA and this update report indicates that the Property was used for an orchard/farming with one or two buildings, from the early 1900’s through 1978. From the 1960’s through 1985 the Property was used by West Valley Construction for storage, and then from 1978 through 2005 the Property was used as storage and a household recycling depot by the Chalmers family. The Property is currently occupied by a storage space rental company and since 2006 has been occupied by two industrial condominium buildings (McGlincy Business Center). ERAS reviewed information since ERAS previous Phase 1 project and ESA Update and determined that the only change to the Property was the addition of the two condominium buildings and that no significant changes had been made which would indicate a recognized environmental condition since the time of the previous ERAS reports (2005, 2006, and March of 2008). The environmental database search identified forty four (44) Leaking UST sites and one Cerclis site within ½ mile of the Property. Seven RCRA Generator sites, thirteen (13) Permits sites, and six registered UST/AST sites were located within ¼ mile of the Property. Two RCRA NLR sites, one 680-750 East McGlincy Lane September 5, 2008 Page 7 ERNS site, and one Spills-1990 site were located within 1/8 mile of the Property. One of the units associated with the Property, Proformance Painting Inc. in Unit 103 was identified on the Permits database. The file for this facility was requested from the Santa Clara County Hazardous Materials Compliance Division (SCCHMCD). No records were available. Based on the lack of records and visual observation of the facility this Unit is not considered likely to pose a threat to the subsurface environmental conditions beneath the Property. One adjacent site, West Valley Construction Company., Inc., at 580 East McGlincy Lane was listed as a closed LUST, small quantity RCRA generator, and a UST site located to the west of the Property. The file for two other adjacent sites, 665 East McGlincy and 715 McGlincy, were reviewed as well on September 3rd 2008 at the SCCHMCD based on there listings on the RCRA Generator database. No records were observed indicating that any leaks or spills have occurred at either of these facilities. Based on the records reviewed these sited are considered unlikely to pose a threat to the subsurface environmental conditions at the Property. None of the other identified sites are located in close proximity or in a direction up gradient from the Property, therefore none are considered likely to pose a threat to subsurface environmental conditions beneath the Property. Recommendations No evidence was discovered during this ESA Update to indicate that activities currently or historically conducted on or near the Property have contributed fuel or solvent contamination to soil or groundwater in the surrounding area. Recognized environmental conditions were not identified for soil or groundwater conditions at the Property. ERAS recommends that no further work be performed regarding the current status of subsurface environmental conditions at the Property, identified as 680-750 East McGlincy Lane in Campbell, California. Limitations ERAS has performed the services for this project in accordance with current standards of the American Society for Testing and Materials (ASTM) for Environmental Site Assessments (ASTM standard E1527-05). We declare that, to the best of our professional knowledge and belief, we meet the definition of Environmental Professional as defined in §312.10 of this part. Copies of the assessors resume and license are included as Attachment 3. We have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the subject property. We have developed and performed the all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312. ERAS determined that a search for environmental liens would not be likely to add additional information for this assessment due to the unchanged use of the Property. ERAS had previously 680-750 East McGlincy Lane September 5, 2008 Page 8 reviewed Santa Clara County Recorders Office files for the Property and for the owner as part of an addendum to the ESA Update (2007). No environmental liens were listed under either the Property APN numbers or under the owner’s name. No guarantees are either expressed or implied. ERAS is not responsible for errors or omissions in the information supplied by the commercial database company. Reasonably ascertainable informa- tion was reviewed for this project. Reasonably ascertainable information is publicly available and obtainable within reasonable time and cost constraints, and reasonably reviewable. The investigation was limited to a search for recognized environmental conditions. The term recognized environmental condition means the presence or likely presence of any hazardous substances or petroleum products on a property under conditions that indicate an existing release, a past release, or a material threat of a release of any hazardous substances or petroleum products into structures on the property or into the ground, groundwater, or surface water of the property. The term includes hazardous substances or petroleum products even under conditions in compliance with laws. The term is not intended to include de minimis conditions that generally do not present a material risk of harm to public health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. There is no investigation, which is thorough enough to preclude the presence of hazardous materials, which presently, or in the future, may be considered hazardous at the Property. Because regulatory evaluation criteria are constantly changing, concentrations of constituents presently considered low may, in the future, fall under more stringent regulatory standards that require remediation. ERAS is not responsible for errors or omissions by the laboratory on which many of the conclusions made herein are based. The visual reconnaissance was limited to visual observation of surface conditions at the Property. This approach reflects current ASTM standards unless the information obtained as part of this work suggests the need for further investigation. The investigation addresses recognized environmental conditions at the Property. However, certain conditions, such as those listed below, may not be revealed: 1) naturally occurring toxic materials in the subsurface soils, rocks, water or toxicity of on-site flora; 2) toxicity of substances common in current habitable environments, such as stored household products, building materials, and consumables; 3) biological pathogens; 4) contaminant plume below sampled or observed surface levels, originating from remote source; 5) constituents or constituent concentrations that do not violate present regulatory standards, but may violate future standards; 680-750 East McGlincy Lane September 5, 2008 Page 9 6) unknown site impact, such as "midnight" dumping and/or accidental spillage which may occur following the visual reconnaissance of the Property by ERAS. Opinions and judgments expressed herein, which are based on our understanding and interpretation of current regulatory standards, should not be construed as legal opinions. It has been a pleasure working with you on this project. Please call if you have any questions. ATTACHMENT 1 SITE ASSESSMENT CHECKLIST AND ASTM TRANSACTION SCREEN AND ENVIRONMENTAL SITE ASSESSMENT QUESTIONNAIRE APPENDIX H OTHER SUPPORTING DOCUMENTATION Project No. 389104 June 12, 2018 680 and 700 East McGlincy Lane, Campbell,California APPENDIX I QUALIFICATIONS Project No. 389104 June 12, 2018 680 and 700 East McGlincy Lane, Campbell,California Natalie Vaughan – Project Manager BS - Environmental Planning, Humboldt State University Ms. Vaughan provides project management to ensure ASTM compliance and satisfaction of client requirements for Phase I Environmental Assessments, Environmental Transaction Screens, Regulatory Database Review, and Historical Records Review. Project experience for Ms. Vaughan includes:  Phase I Environmental Site Assessments (PHI ESA)  Environmental Transaction Screens (ETS)  Regulatory Database Review  Historical Records Review In addition, prior to joining the environmental consulting industry, Ms. Vaughan spent four years studying a diverse range of environmental disciplines including: ecosystem analysis, coastal and marine planning, soil science, environmental law, public lands management, and environmental impact assessment. Amanda G. Lettieri – National Client Manager BS – Marine Science, Richard Stockton College of New Jersey OSHA 40-hour Hazardous Waste Operations and Emergency Response Wetland Delineator Program (NJ) Ms. Lettieri has fourteen years experience in the environmental services industry. Her project experience includes: Phase I and Phase II Environmental Site Assessments, field activities associated with environmental investigations/remediation, preparing PA/SI, RI/RAW, and RAR documents for contaminated sites in New Jersey, freshwater wetland delineations, Baseline Ecological Evaluations, and NJDEP and USACE permit applications. Project experience for Ms. Lettieri includes: • Phase I and II Environmental Site Assessments • Implementation of soil and groundwater investigations and remediation in conjunction with regulatory agencies • Conducting wetland delineations and completing Freshwater Wetland permit applications to the NJDEP • Baseline Ecological Evaluations • Prepared PA/SI, RI/RAW, and RAR documents for various contaminated sites in New Jersey • Prepared State and Federal permit applications for various types of sites throughout NJ Ms. Lettieri has a working knowledge of the ArcGIS program and has integrated this type of mapping into all aspects of environmental services. ATTACHMENT 4 WILL SERVE LETTRS ATTACHMENT 5 NOISE AND VIBRATION ASSESSMENT 1 TROJAN STORAGE FACILITY NOISE AND VIBRATION ASSESSMENT Campbell, California January 15, 2019 Prepared for: Brett Henry Trojan Storage 1732 Aviation Boulevard, Suite 217 Redondo Beach, CA 90278 Prepared by: Manasi Biwalkar Dana M. Lodico, PE, INCE Bd. Cert. 429 E. Cotati Avenue Cotati, CA 94931 (707) 794-0400 I&R Job No.: 18-209 2 INTRODUCTION The project proposes to demolish existing structures and construct a three story self-storage facility with a one-level basement. A 640 square feet manager’s residential unit will be provided within the project. The site is located at 680 and 700 East McGlincy Lane in Campbell, California. The project is planned to be constructed within a period of 10 months. This report evaluates the project’s potential to result in significant environmental noise or vibration impacts with respect to applicable California Environmental Quality Act (CEQA) guidelines. The report is divided into three sections: 1) the Setting Section provides a brief description of the fundamentals of environmental noise and vibration, summarizes applicable regulatory criteria, and discusses the results of the ambient noise monitoring survey completed to document existing conditions; 2) the General Plan Consistency section discusses land use compatibility utilizing noise and vibration-related policies in the City’s General Plan; and, 3) the Impacts and Mitigation Measures Section describes the significance criteria used to evaluate project impacts and provides a discussion of each project impact. No significant noise impacts were identified for the project; therefore, mitigation is not provided. SETTING Fundamentals of Environmental Noise Noise may be defined as unwanted sound. Noise is usually objectionable because it is disturbing or annoying. The objectionable nature of sound could be caused by its pitch or its loudness. Pitch is the height or depth of a tone or sound, depending on the relative rapidity (frequency) of the vibrations by which it is produced. Higher pitched signals sound louder to humans than sounds with a lower pitch. Loudness is intensity of sound waves combined with the reception characteristics of the ear. Intensity may be compared with the height of an ocean wave in that it is a measure of the amplitude of the sound wave. In addition to the concepts of pitch and loudness, there are several noise measurement scales which are used to describe noise in a particular location. A decibel (dB) is a unit of measurement which indicates the relative amplitude of a sound. The zero on the decibel scale is based on the lowest sound level that the healthy, unimpaired human ear can detect. Sound levels in decibels are calculated on a logarithmic basis. An increase of 10 decibels represents a ten-fold increase in acoustic energy, while 20 decibels is 100 times more intense, 30 decibels is 1,000 times more intense, etc. There is a relationship between the subjective noisiness or loudness of a sound and its intensity. Each 10 decibel increase in sound level is perceived as approximately a doubling of loudness over a fairly wide range of intensities. Technical terms are defined in Table 1. There are several methods of characterizing sound. The most common in California is the A- weighted sound level (dBA). This scale gives greater weight to the frequencies of sound to which the human ear is most sensitive. Representative outdoor and indoor noise levels in units of dBA are shown in Table 2. Because sound levels can vary markedly over a short period of time, a method for describing either the average character of the sound or the statistical behavior of the variations must be utilized. Most commonly, environmental sounds are described in terms of an 3 average level that has the same acoustical energy as the summation of all the time-varying events. This energy-equivalent sound/noise descriptor is called Leq. The most common averaging period is hourly, but Leq can describe any series of noise events of arbitrary duration. The scientific instrument used to measure noise is the sound level meter. Sound level meters can accurately measure environmental noise levels to within about plus or minus 1 dBA. Various computer models are used to predict environmental noise levels from sources, such as roadways and airports. The accuracy of the predicted models depends upon the distance the receptor is from the noise source. Close to the noise source, the models are accurate to within about plus or minus 1 to 2 dBA. Since the sensitivity to noise increases during the evening and at night -- because excessive noise interferes with the ability to sleep -- 24-hour descriptors have been developed that incorporate artificial noise penalties added to quiet-time noise events. The Community Noise Equivalent Level (CNEL) is a measure of the cumulative noise exposure in a community, with a 5 dB penalty added to evening (7:00 pm - 10:00 pm) and a 10 dB addition to nocturnal (10:00 pm - 7:00 am) noise levels. The Day/Night Average Sound Level (DNL or Ldn) is essentially the same as CNEL, with the exception that the evening time period is dropped and all occurrences during this three-hour period are grouped into the daytime period. Effects of Noise Sleep and Speech Interference The thresholds for speech interference indoors are about 45 dBA if the noise is steady and above 55 dBA if the noise is fluctuating. Outdoors the thresholds are about 15 dBA higher. Steady noises of sufficient intensity (above 35 dBA) and fluctuating noise levels above about 45 dBA have been shown to affect sleep. Interior residential standards for multi-family dwellings are set by the State of California at 45 dBA CNEL. Typically, the highest steady traffic noise level during the daytime is about equal to the CNEL and nighttime levels are 10 dBA lower. The standard is designed for sleep and speech protection and most jurisdictions apply the same criterion for all residential uses. Typical structural attenuation is 12-17 dBA with open windows. With closed windows in good condition, the noise attenuation factor is around 20 dBA for an older structure and 25 dBA for a newer dwelling. Sleep and speech interference is therefore possible when exterior noise levels are about 57-62 dBA CNEL with open windows and 65-70 dBA CNEL if the windows are closed. Levels of 55-60 dBA are common along collector streets and secondary arterials, while 65-70 dBA is a typical value for a primary/major arterial. Levels of 75-80 dBA are normal noise levels at the first row of development outside a freeway right-of-way. In order to achieve an acceptable interior noise environment, bedrooms facing secondary roadways need to be able to have their windows closed, those facing major roadways and freeways typically need special glass windows. Annoyance Attitude surveys are used for measuring the annoyance felt in a community for noises intruding into homes or affecting outdoor activity areas. In these surveys, it was determined that the causes for annoyance include interference with speech, radio and television, house vibrations, and 4 interference with sleep and rest. The CNEL as a measure of noise has been found to provide a valid correlation of noise level and the percentage of people annoyed. People have been asked to judge the annoyance caused by aircraft noise and ground transportation noise. There continues to be disagreement about the relative annoyance of these different sources. When measuring the percentage of the population highly annoyed, the threshold for ground vehicle noise is about 50 dBA CNEL. At a CNEL of about 60 dBA, approximately 12 percent of the population is highly annoyed. When the CNEL increases to 70 dBA, the percentage of the population highly annoyed increases to about 25-30 percent of the population. There is, therefore, an increase of about 2 percent per dBA between a CNEL of 60-70 dBA. Between a CNEL of 70-80 dBA, each decibel increase increases by about 3 percent the percentage of the population highly annoyed. People appear to respond more adversely to aircraft noise. When the CNEL is 60 dBA, approximately 30- 35 percent of the population is believed to be highly annoyed. Each decibel increase to 70 dBA adds about 3 percentage points to the number of people highly annoyed. Above 70 dBA, each decibel increase results in about a 4 percent increase in the percentage of the population highly annoyed. Fundamentals of Groundborne Vibration Ground vibration consists of rapidly fluctuating motions or waves with an average motion of zero. Several different methods are typically used to quantify vibration amplitude. One method is the Peak Particle Velocity (PPV). The PPV is defined as the maximum instantaneous positive or negative peak of the vibration wave. In this report, a PPV descriptor with units of mm/sec or in/sec is used to evaluate construction generated vibration for building damage and human complaints. Table 3 displays the reactions of people and the effects on buildings that continuous or frequent intermittent vibration levels produce. The guidelines in Table 3 represent syntheses of vibration criteria for human response and potential damage to buildings resulting from construction vibration. Construction activities can cause vibration that varies in intensity depending on several factors. The use of pile driving and vibratory compaction equipment typically generates the highest construction related groundborne vibration levels. Because of the impulsive nature of such activities, the use of the PPV descriptor has been routinely used to measure and assess groundborne vibration and almost exclusively to assess the potential of vibration to cause structural damage and the degree of annoyance for humans. The two primary concerns with construction-induced vibration, the potential to damage a structure and the potential to interfere with the enjoyment of life, are evaluated against different vibration limits. Human perception to vibration varies with the individual and is a function of physical setting and the type of vibration. Persons exposed to elevated ambient vibration levels, such as people in an urban environment, may tolerate a higher vibration level. Structural damage can be classified as cosmetic only, such as paint flaking or minimal extension of cracks in building surfaces; minor, including limited surface cracking; or major, that may threaten the structural integrity of the building. Safe vibration limits that can be applied to assess the potential for damaging a structure vary by researcher. The damage criteria presented in Table 3 include several categories for ancient, fragile, and historic structures, the types of structures most 5 at risk to damage. Most buildings are included within the categories ranging from “Historic and some old buildings” to “Modern industrial/commercial buildings”. Construction-induced vibration that can be detrimental to the building is very rare and has only been observed in instances where the structure is at a high state of disrepair and the construction activity occurs immediately adjacent to the structure. The annoyance levels shown in Table 3 should be interpreted with care since vibration may be found to be annoying at lower levels than those shown, depending on the level of activity or the sensitivity of the individual. To sensitive individuals, vibrations approaching the threshold of perception can be annoying. Low-level vibrations frequently cause irritating secondary vibration, such as a slight rattling of windows, doors, or stacked dishes. The rattling sound can give rise to exaggerated vibration complaints, even though there is very little risk of actual structural damage. 6 TABLE 1 Definition of Acoustical Terms Used in this Report Term Definition Decibel, dB A unit describing, the amplitude of sound, equal to 20 times the logarithm to the base 10 of the ratio of the pressure of the sound measured to the reference pressure. The reference pressure for air is 20 micro Pascals. Sound Pressure Level Sound pressure is the sound force per unit area, usually expressed in micro Pascals (or 20 micro Newtons per square meter), where 1 Pascal is the pressure resulting from a force of 1 Newton exerted over an area of 1 square meter. The sound pressure level is expressed in decibels as 20 times the logarithm to the base 10 of the ratio between the pressures exerted by the sound to a reference sound pressure (e. g., 20 micro Pascals). Sound pressure level is the quantity that is directly measured by a sound level meter. Frequency, Hz The number of complete pressure fluctuations per second above and below atmospheric pressure. Normal human hearing is between 20 Hz and 20,000 Hz. Infrasonic sound are below 20 Hz and Ultrasonic sounds are above 20,000 Hz. A-Weighted Sound Level, dBA The sound pressure level in decibels as measured on a sound level meter using the A-weighting filter network. The A-weighting filter de-emphasizes the very low and very high frequency components of the sound in a manner similar to the frequency response of the human ear and correlates well with subjective reactions to noise. Equivalent Noise Level, Leq The average A-weighted noise level during the measurement period. Lmax, Lmin The maximum and minimum A-weighted noise level during the measurement period. L01, L10, L50, L90 The A-weighted noise levels that are exceeded 1%, 10%, 50%, and 90% of the time during the measurement period. Day/Night Noise Level, Ldn or DNL The average A-weighted noise level during a 24-hour day, obtained after addition of 10 decibels to levels measured in the night between 10:00 pm and 7:00 am. Community Noise Equivalent Level, CNEL The average A-weighted noise level during a 24-hour day, obtained after addition of 5 decibels in the evening from 7:00 pm to 10:00 pm and after addition of 10 decibels to sound levels measured in the night between 10:00 pm and 7:00 am. Ambient Noise Level The composite of noise from all sources near and far. The normal or existing level of environmental noise at a given location. Intrusive That noise which intrudes over and above the existing ambient noise at a given location. The relative intrusiveness of a sound depends upon its amplitude, duration, frequency, and time of occurrence and tonal or informational content as well as the prevailing ambient noise level. Source: Handbook of Acoustical Measurements and Noise Control, Harris, 1998. 7 TABLE 2 Typical Noise Levels in the Environment Common Outdoor Activities Noise Level (dBA) Common Indoor Activities 110 dBA Rock band Jet fly-over at 1,000 feet 100 dBA Gas lawn mower at 3 feet 90 dBA Diesel truck at 50 feet at 50 mph Food blender at 3 feet 80 dBA Garbage disposal at 3 feet Noisy urban area, daytime Gas lawn mower, 100 feet 70 dBA Vacuum cleaner at 10 feet Commercial area Normal speech at 3 feet Heavy traffic at 300 feet 60 dBA Large business office Quiet urban daytime 50 dBA Dishwasher in next room Quiet urban nighttime 40 dBA Theater, large conference room Quiet suburban nighttime 30 dBA Library Quiet rural nighttime Bedroom at night, concert hall (background) 20 dBA Broadcast/recording studio 10 dBA 0 dBA Source: Technical Noise Supplement (TeNS), California Department of Transportation, September 2013. 8 TABLE 3 Reaction of People and Damage to Buildings from Continuous or Frequent Intermittent Vibration Levels Velocity Level, PPV (in/sec) Human Reaction Effect on Buildings 0.01 Barely perceptible No effect 0.04 Distinctly perceptible Vibration unlikely to cause damage of any type to any structure 0.08 Distinctly perceptible to strongly perceptible Recommended upper level of the vibration to which ruins and ancient monuments should be subjected 0.1 Strongly perceptible Threshold at which there is a risk of damage to fragile buildings with no risk of damage to most buildings 0.25 Strongly perceptible to severe Threshold at which there is a risk of damage to historic and some old buildings. 0.3 Strongly perceptible to severe Threshold at which there is a risk of damage to older residential structures 0.5 Severe - Vibrations considered unpleasant Threshold at which there is a risk of damage to new residential and modern commercial/industrial structures Source: Transportation and Construction Vibration Guidance Manual, California Department of Transportation, September 2013. Regulatory Background The State of California and the City of Campbell have established regulatory criteria that are applicable in this assessment. The State CEQA Guidelines, Appendix G, are used to assess the potential significance of impacts pursuant to local General Plan policies, Municipal Code standards, or the applicable standards of other agencies. A summary of the applicable regulatory criteria is provided below. 2018 State CEQA Guidelines. The CEQA contains guidelines to evaluate the significance of effects of environmental noise attributable to a proposed project. Under CEQA, noise impacts would be considered significant if the project would result in: (a) Generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies; (b) Generation of excessive groundborne vibration or groundborne noise levels; (c) For a project located within the vicinity of a private airstrip or an airport land use plan or where such a plan has not been adopted within two miles of a public airport or public use airport, if the project would expose people residing or working in the project area to excessive noise levels. 9 Checklist items (a) and (b) are applicable to the proposed project. The project would not expose people residing or working in the project area to excessive aircraft noise levels; therefore, item (c) is not carried further in this analysis. City of Campbell General Plan. The Noise Element in Conservation and Natural Resources Chapter in the City of Campbell General Plan sets forth goals, policies and strategies that address noise the City of Campbell. The following policies are applicable to the proposed project: Policy CNR-10.1: Noise Reduction: Reduce noise levels at the source. Strategy CNR-10.1a: Noise Ordinance: Adopt and strictly enforce a Noise Ordinance that establishes noise standards for various noise-sensitive land uses and for all Zoning Districts. Strategy CNR-10.1b: Minimization of Noise Exposure and Generation: Encourage practices and technologies that minimize noise exposure and noise generation in new development and redevelopment. Strategy CNR-10.1c: Noise and New Development: New residential development shall conform to a traffic-related noise exposure standard of 60 dBA CNEL for outdoor noise in noise-sensitive outdoor activity and 45 dBA CNEL for indoor noise. Strategy CNR-10.1e: Construction Noise Mitigation: Require mitigation measures during construction, including limits on operating times of noise-producing activities (including vehicles). Strategy CNR-10.1i: Vehicle Noise Reduction: Employ roadway design, traffic signalization, reduced speed limits and other management techniques to reduce noise caused by speed or acceleration of vehicles. Strategy CNR-10.1j: Truck Traffic Limits: Limit commercial, industrial and construction truck traffic in residential areas. City of Campbell Municipal Code. Chapter 21.16.070 of City of Campbell’s Municipal Code prescribes standards for and to provide an effective and readily available remedy for violations of noise standards. The chapter states that private construction between the hours of 8 a.m. and 5 p.m. Monday through Friday, and between the hours of 9 a.m. and 4 p.m. Saturday, would be in compliance with the Municipal Code. Chapter 21.16.090 of City of Campbell’s Municipal Code states that uses, activities, and processes shall not generate ground vibration that is perceptible without instruments by average person at any point along or beyond the property line of the parcel containing the activities. Vibrations from temporary construction, demolition and vehicles that enter and leave the subject parcel (e.g., construction equipment, trains, trucks, etc.) shall be exempt. 10 Existing Noise Environment The project site is located at 680 and 700 McGlincy Lane in Campbell, California. The site is surrounded by existing residential uses to the south and industrial uses to the north, east and west. A noise monitoring survey was performed from Tuesday, November 13, 2018 through Friday, November 16, 2018 to quantify and characterize ambient noise levels at the site and in the project vicinity. The monitoring survey included one long-term noise measurements (LT-1) and two short- term noise measurements (ST-1 and ST-2), as shown in Figure 1. The noise environment at the site and at the nearby land uses results primarily from vehicular traffic along East McGlincy Lane and distance traffic along US 17. Long-term noise measurement LT-1 was made at the southwest corner of the project site, approximately 250 feet from the centerline of East McGlincy Lane. Hourly average noise levels at this location ranged from 50 to 65 dBA Leq during the day and from 45 to 57 dBA Leq at night. The day-night average noise level on Wednesday, November 14, 2018 and November 15, 2018 was 60 dBA CNEL. The daily trend in noise levels at LT-1 is shown in Figure 2 and 3. Short-term noise measurements ST-1 and ST-2 were conducted on Tuesday, November 13, 2018 in ten-minute intervals starting at 1:40 p.m. and concluding at 1:50 p.m. ST-1 was made approximately 10 feet from the southern property line of the site and ST-2 was made in front of 669 Regas Drive, south of project area. Table 4 summarizes the results of the short-term measurements. TABLE 4 Summary of Short-Term Noise Measurement Data (dBA) ID Location (Start Time) Measured Noise Levels, dBA Primary noise source L10 L50 L90 Leq CNEL ST-1 10 feet from the wall at southern property line, approximately 300 feet from centerline of East McGlincy Lane (11/13/18, 1:40 p.m. to 1:50 p.m.) 53 50 48 51 54 Traffic on East McGlincy Lane and US 17 ST-2 669 Regas Drive, 25 feet from centerline of Regas Drive. (11/13/18, 1:40 p.m. to 1:50 p.m.) 48 45 45 46 48 Distant traffic 11 FIGURE 1 Noise Measurement Locations Source: Google Earth Short-Term noise measurement location Long-Term noise measurement location 12 FIGURE 2 Daily Trend in Noise Levels at LT-1, November 14th, 2018 13 FIGURE 3 Daily Trend in Noise Levels at LT-1, November 15th, 2018 14 GENERAL PLAN CONSISTENCY ANALYSIS The impacts of site constraints such as exposure of the proposed project to excessive levels of noise are not considered under CEQA. This section addresses Noise and Land Use Compatibility for consistency with the policies set forth in the City’s General Plan. Noise and Land Use Compatibility The only noise sensitive interior use proposed with the project is a manager’s residential unit, provided within the proposed building. There are no exterior noise sensitive areas proposed for the project. The City of Campbell requires that interior noise levels be maintained at 45 dBA CNEL or less for residences. Future Interior Noise Environment The manager’s residential unit will be on the second floor of the storage building with the façade facing East McGlincy Lane. The exterior noise level at the unit façade, based on the results of the noise monitoring survey, is 70 dBA CNEL. Interior noise levels would vary depending upon the design of the buildings (relative window area to wall area) and the selected construction materials and methods. Standard residential construction provides approximately 15 dBA of exterior-to-interior noise reduction, assuming the windows are partially open for ventilation. Standard construction with the windows closed provides approximately 20 to 25 dBA of noise reduction in interior spaces. Where exterior noise levels range from 60 to 65 dBA CNEL, the inclusion of adequate forced-air mechanical ventilation is often the method selected to reduce interior noise levels to acceptable levels by providing a habitable interior environment and closing the windows to control noise. Where noise levels exceed 65 dBA CNEL, forced-air mechanical ventilation systems and sound-rated construction methods are normally required. Such methods or materials may include a combination of smaller window and door sizes as a percentage of the total building façade facing the noise source, sound- rated windows and doors, sound-rated exterior wall assemblies, and mechanical ventilation so windows may be kept closed at the occupant’s discretion. Interior noise levels with standard construction and open windows would exceed the City’s 45 dBA CNEL threshold in the manager’s residential unit. With the inclusion of forced air mechanical ventilation and windows with STC 28 rating or higher, interior noise levels in this unit would comply with the 45 dBA CNEL interior noise threshold. The calculations for minimum required STC ratings were made assuming a window to wall ratio of 40 % or less and a wall construction with a sound rating of STC 39 or higher. 15 NOISE AND VIBRATION IMPACTS AND MITIGATION MEASURES This section describes the significance criteria used to evaluate project impacts under CEQA, provides a discussion of each project impact. No significant noise impacts were identified for the project; therefore, mitigation is not provided. Significance Criteria The following criteria were used to evaluate the significance of environmental noise resulting from the project: 1. Temporary or Permanent Noise Increases in Excess of Established Standards: A significant impact would be identified if project operations or construction would result in a substantial temporary or permanent increase in ambient noise levels at sensitive receivers in excess of the local noise standards contained in the Campbell General Plan or Municipal Code, as follows: o Operational Noise in Excess of Standards. A significant noise impact would be identified if the project would expose persons to or generate noise levels that would exceed applicable noise standards presented in the Campbell General Plan or Municipal Code. o Permanent Noise Increase. The City of Campbell does not define the permanent noise level increase that is considered substantial. Typically, a permanent increase of 3 dBA CNEL or greater at noise-sensitive receptors would be considered significant when projected noise levels would exceed those considered satisfactory for the affected land use. An increase of 5 dBA CNEL or greater would be considered significant when projected noise levels would continue to meet those considered satisfactory for the affected land use. The City of Campbell defines a noise level of 60 dBA CNEL or less to be normally acceptable for residential land uses. o Temporary Noise Increase. The City of Campbell does not define the temporary noise level increase that is considered substantial. Based on the thresholds for speech interferences (see Setting Section), a significant temporary noise increase would be identified if hourly average construction noise levels exceed 60 dBA Leq and the ambient by at least 5 dBA Leq at residential land uses for a period of more than one year. 2. Groundborne Vibration from Construction: The City of Campbell exempts vibrations from temporary construction, demolition and vehicles that enter and leave the subject parcel from its vibration criteria. To avoid structural damage, the California Department of Transportation recommends a vibration limit of 0.5 in/sec PPV for buildings structurally sound and designed to modern engineering standards, which typically consist of buildings constructed since the 1990s. A conservative vibration limit of 0.3 in/sec PPV has been used in this report for buildings that are found to be structurally sound but where structural damage is a major concern (see Table 3). 16 Impact 1: Temporary or Permanent Noise Increases in Excess of Established Standards. Project construction, operations, and traffic would not generate noise levels that exceed the applicable noise thresholds or result in a substantial temporary or permanent noise level increase at existing noise-sensitive land uses in the project vicinity. This is a less-than-significant impact. Permanent Noise from On-site Operational Noise Based on the site plans 1, rooftop HVAC equipment is not anticipated. On-site mechanical equipment will be housed on the ground floor of the building and would not be anticipated to be audible outside the building structure. A portion of the ground floor storage on the north, south and west side of the building, will be equipped with roll-up doors. The nearest sensitive receptors (residences) would be located 50 feet south of the roll-up doors. With a worst-case assumption that a motorized roll-up door generates noise level of 70 dBA at 3 feet, the closest residences would be exposed to up to 46 dBA Lmax. It is anticipated that use of the door mechanisms would be infrequent, resulting in substantially lower levels on an hourly or daily average basis. Noise levels generated by the door mechanisms would be below those generated by existing noise sources, would not substantially contribute to the noise environment, and would result in noise levels that are significantly below the exterior threshold of 60 dBA for residential use areas. This is a less- than-significant impact. Permanent Noise Increases from Project Traffic A permanent increase in the day-night average noise level of 3 dBA CNEL or greater at noise- sensitive receptors would be considered significant when projected noise levels would exceed those considered satisfactory for the affected land use. An increase of 5 dBA CNEL or greater would be considered significant when projected noise levels would continue to meet those considered satisfactory for the affected land use. The City of Campbell defines a noise level of 60 dBA CNEL or less to be normally acceptable for residential land uses and 70 dBA CNEL or less to be normally acceptable for commercial land uses. For reference, a doubling in traffic volumes would result in a noise level increase of 3 dBA. Based on project trip generation estimates, the proposed project would generate approximately 207 trips over a 24-hour period, with approximately 23 trips occurring during the AM peak hour and 40 trips occurring during the PM peak hour. Vehicles would access the site from McGlincy Lane. A comparison with existing traffic noise levels generated along McGlincy Lane indicates that project traffic would result in traffic noise increases of less than 1 dBA at noise sensitive locations. This noise increase is below the 5 dBA CNEL and 3 dBA CNEL criteria and would not be anticipated to be perceptible or measurable. This is a less-than-significant impact. Temporary Noise Increases from Project Construction The City of Campbell General Plan requires that all construction operations within the City to use best available noise suppression devices and techniques and to limit construction hours near residential uses per the Municipal Code allowable hours between 8 a.m. and 5 p.m. Monday 1 Trojan Self-Storage, 680 and 700 E. McGlincy Lane, Campbell, CA, Jordan Architects, Inc.; dated November 12, 2018. 17 through Friday, and between 9 a.m. and 4 p.m. Saturday. The City of Campbell does not specify quantitative thresholds for the impact of temporary increases in noise due to construction. The threshold for speech interference indoors is 45 dBA. Assuming a 15 dB exterior-to-interior reduction for standard residential construction with windows open and a 25 dB exterior-to-interior reduction for standard commercial construction, assuming windows closed, this would correlate to an exterior threshold of 60 dBA Leq at residential land uses and 70 dBA Leq at commercial land uses. Therefore, the project would be considered to generate a significant temporary construction noise impact if project construction activities exceeded 60 dBA Leq at nearby residences or exceeded 70 dBA Leq at nearby commercial land uses and exceeded the ambient noise environment by 5 dBA Leq or more for a period longer than one year. Noise impacts resulting from construction depend upon the noise generated by various pieces of construction equipment, the timing and duration of noise-generating activities, and the distance between construction noise sources and noise-sensitive areas. Construction noise impacts primarily result when construction activities occur during noise-sensitive times of the day (e.g., early morning, evening, or nighttime hours), the construction occurs in areas immediately adjoining noise-sensitive land uses, or when construction lasts over extended periods of time. Typical construction noise levels at a distance of 50 feet are shown in Tables 5 and 6. Table 5 shows the average noise level ranges, by construction phase and Table 6 shows the maximum noise level ranges for different construction equipment. Most demolition and construction noise falls with the range of 80 to 90 dBA at 50 feet from the source. Construction-generated noise levels drop off at a rate of about 6 dBA per doubling of the distance between the source and receptor. Shielding by buildings or terrain can provide an additional 5 to 10 dBA noise reduction at distant receptors. TABLE 5 Typical Ranges of Construction Noise Levels at 50 Feet, Leq (dBA) Domestic Housing Office Building, Hotel, Hospital, School, Public Works Industrial Parking Garage, Religious Amusement & Recreations, Store, Service Station Public Works Roads & Highways, Sewers, and Trenches I II I II I II I II Ground Clearing 83 83 84 84 84 83 84 84 Excavation 88 75 89 79 89 71 88 78 Foundations 81 81 78 78 77 77 88 88 Erection 81 65 87 75 84 72 79 78 Finishing 88 72 89 75 89 74 84 84 I - All pertinent equipment present at site. II - Minimum required equipment present at site. Source: U.S.E.P.A., Legal Compilation on Noise, Vol. 1, p. 2-104, 1973. 18 TABLE 6 Construction Equipment 50-Foot Noise Emission Limits Equipment Category Lmax Level (dBA)1,2 Impact/Continuous Arc Welder Auger Drill Rig Backhoe Bar Bender Boring Jack Power Unit Chain Saw Compressor3 Compressor (other) Concrete Mixer Concrete Pump Concrete Saw Concrete Vibrator Crane Dozer Excavator Front End Loader Generator Generator (25 KVA or less) Gradall Grader Grinder Saw Horizontal Boring Hydro Jack Hydra Break Ram Impact Pile Driver Insitu Soil Sampling Rig Jackhammer Mounted Impact Hammer (hoe ram) Paver Pneumatic Tools Pumps Rock Drill Scraper Slurry Trenching Machine Soil Mix Drill Rig Street Sweeper Tractor Truck (dump, delivery) Vacuum Excavator Truck (vac-truck) Vibratory Compactor Vibratory Pile Driver All other equipment with engines larger than 5 HP 73 85 80 80 80 85 70 80 85 82 90 80 85 85 85 80 82 70 85 85 85 80 90 105 84 85 90 85 85 77 85 85 82 80 80 84 84 85 80 95 85 Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous Impact Impact Continuous Impact Impact Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous Notes: 1 Measured at 50 feet from the construction equipment, with a “slow” (1 sec.) time constant. 2 Noise limits apply to total noise emitted from equipment and associated components operating at full power while engaged in its intended operation. 3Portable Air Compressor rated at 75 cfm or greater and that operates at greater than 50 psi. 19 Construction activities would include demolition, site preparation, excavation, grading, trenching, building construction, paving, and architectural coating and is anticipated to occur over a period of 10 months. During each stage of construction, there would be a different mix of equipment operating, and noise levels would vary by stage and vary within stages, based on the amount of equipment in operation and the location at which the equipment is operating. The hauling of excavated materials and construction materials would generate truck trips on local roadways as well. Table 7 shows the anticipated project specific construction noise levels calculated using the Federal Highway Administration (FHWA) software - Roadway Construction Noise Model (RCNM). TABLE 7 Calculated Construction Noise Levels for Each Phase of Construction Construction Phase At Distance of 50 ft. Leq, dBA Lmax, dBA Demolition (20 days) 85 90 Site Preparation (10 days) 83 85 Grading/Excavation (30 days) 84 85 Trenching (10 days) 78 81 Building-Exterior (300 days) 78 81 Building-Interior (20 days) 74 78 Paving (20 days) 80 80 The closest residences to project construction are located about 50 feet from construction activity. As shown in Table 7, at 50 feet from the noise source maximum instantaneous noise levels generated by project construction equipment are calculated to range from 78 to 90 dBA Lmax and hourly average noise levels are calculated to range from 74 to 85 dBA Leq. Residential receptors to the south of the project, on Regas Drive, are exposed to existing daytime ambient noise levels in the range of 45 to 60 dBA Leq (see ST-1 and ST-2) and commercial receptors, located 30 feet to the east of the project site, have existing daytime ambient noise levels in the range of 55 to 70 dBA Leq (see LT-1). Noise levels at these receptors would be anticipated to exceed 60 dBA Leq at residences and 70 dBA Leq at commercial uses and the ambient by more than 5 dBA. However, construction will occur over a period of only 10 months, less than the 12-month long threshold used to identify significant impacts. With inclusion of the best management practices provided below, this is a less-than-significant impact. Implementation of the Best Construction Management Practices below measures would reduce construction noise levels emanating from the site, limit construction hours, and minimize disruption and annoyance. • In accordance with the Campbell Municipal Code, construction activities shall be limited to the hours between 8:00 a.m. and 5:00 p.m., Monday through Friday, and between 9:00 a.m. to 4:00 p.m. on Saturdays, with no construction occurring on Sundays or Holidays. • Equip all internal combustion engine-driven equipment with intake and exhaust mufflers that are in good condition and appropriate for the equipment. • Unnecessary idling of internal combustion engines should be strictly prohibited. 20 • Locate stationary noise-generating equipment, such as air compressors or portable power generators, as far as possible from sensitive receptors as feasible. • Utilize "quiet" air compressors and other stationary noise sources where technology exists. • Construction staging areas shall be established at locations that will create the greatest distance between the construction-related noise sources and noise-sensitive receptors nearest the project site during all project construction. • Control noise from construction workers’ radios to a point where they are not audible at existing residences bordering the project site. • The contractor shall prepare a detailed construction plan identifying the schedule for major noise-generating construction activities and notify in writing all adjacent business, residences, and other noise-sensitive land uses of the construction schedule. The construction plan shall identify a procedure for coordination with adjacent residential land uses so that construction activities can be scheduled to minimize noise disturbance. • Designate a "disturbance coordinator" who would be responsible for responding to any complaints about construction noise. The disturbance coordinator will determine the cause of the noise complaint (e.g., bad muffler, etc.) and will require that reasonable measures be implemented to correct the problem. Conspicuously post a telephone number for the disturbance coordinator at the construction site and include in it the notice sent to neighbors regarding the construction schedule. With implementation of the standard best management practices, this impact is less-than- significant. Mitigation Measure 1: None required. Impact 2: Generation of Excessive Groundborne Vibration due to Construction. Existing structures adjoining the project site would not be exposed to excessive vibration from project construction. This is a less-than-significant impact. For structural damage, the California Department of Transportation recommends a vibration limit of 0.5 in/sec PPV for buildings structurally sound and designed to modern engineering standards, 0.3 in/sec PPV for buildings that are found to be structurally sound but where structural damage is a major concern, and a conservative limit of 0.08 in/sec PPV for ancient buildings or buildings that are documented to be structurally weakened (see Table 3). The 0.3 in/sec PPV vibration limit would be applicable to properties in the vicinity of the project site. The construction of the project may generate perceptible vibration when heavy equipment or impact tools (e.g. jackhammers, hoe rams) are used. Construction activities would include demolition, site preparation, excavation, grading, trenching, building construction, paving, and architectural coating. Project construction equipment to be used on the project is anticipated to 21 include concrete saws, excavators, graders, dozers, backhoes, forklifts, cement mixers, aerial lifts, cranes, welders, generators, pavers, paving equipment, rollers, and pick-up trucks. Pile driving, a typically high vibration generating activity, is not anticipated during the project. Table 8 presents typical vibration levels that could be expected from construction equipment at a distance of 25 feet. TABLE 8 Vibration Source Levels for Construction Equipment Equipment PPV at 25 ft. (in/sec) Clam shovel drop 0.202 Hydromill (slurry wall) in soil 0.008 in rock 0.017 Vibratory Roller 0.210 Hoe Ram 0.089 Large bulldozer 0.089 Caisson drilling 0.089 Loaded trucks 0.076 Jackhammer 0.035 Small bulldozer 0.003 Source: Transit Noise and Vibration Impact Assessment, United States Department of Transportation, Office of Planning and Environment, Federal Transit Administration, September 2018. Vibration levels would vary depending on soil conditions, construction methods, and equipment used. Construction activities, such as drilling, the use of jackhammers, rock drills and other high- power or vibratory tools, and rolling stock equipment (tracked vehicles, compactors, etc.) may generate substantial vibration in the immediate vicinity. The nearest structures are located approximately 25 feet south of the shared property line. At 25 feet, construction vibration is anticipated to range from about 0.21 in/sec PPV during use of a vibratory roller to 0.003 in/sec PPV during use of smaller construction vehicles circulating the site. These vibration levels may be perceptible to occupants, but would be below the 0.3 in/sec PPV vibration limit and would not be anticipated to cause architectural or structural damage. As construction moves away from the shared property lines, vibration levels would be even lower. This is a less-than-significant impact. Mitigation Measure 2: None required. 22 CEQA Initial Study Checklist Questions The California Environmental Quality Act (CEQA) includes qualitative guidelines for determining the significance of environmental noise impacts. The CEQA Initial Study Checklist questions are listed below: a) Generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies? Mechanical equipment will be housed on the ground floor of the building and would not be anticipated to be audible outside the building structure. Maximum noise levels generated by mechanical roll-up door mechanisms would result in noise levels below those generated by existing noise sources and would not substantially contribute to the noise environment. Less-than-Significant Impact. Project traffic would result in traffic noise increases of less than 1 dBA at noise sensitive locations. This noise increase would be below the 5 dBA CNEL and 3 dBA CNEL criteria and would not be anticipated to be perceptible or measurable. Less-than-Significant Impact. Construction would be conducted within allowable hours and would occur over a period of less than one-year. With implementation of standard best management practices this would be a Less-than-Significant Impact. b) Generation of excessive groundborne vibration or groundborne noise levels? Project construction is anticipated to result in groundborne vibration levels of 0.021 to 0.003 in/sec PPV at the nearest structures when construction is located adjacent to shared property lines. These vibration levels would be below the 0.3 in/sec PPV vibration limit and would not be anticipated to cause architectural or structural damage. As construction moves away from the shared property lines, vibration levels would be even lower. Less- than-Significant Impact. c) For a project located within the vicinity of a private airport or airstrip or an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels? The project site is not located in the vicinity of an existing airport or airport land use zone and would not expose people residing or working in the project area to excessive aircraft noise levels. No Impact.