Resolution No. 23-9256 (MND & MMRP) - PART 2 — City Council and Authorities Concurrent, August 29, 2023 (part 1 of 2)

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24 9.4.5. Construction Considerations

The shoring should be constructed utilizing a top-down method. Following the installation of the soldier or sheet piles, the soil is first partially excavated to allow for installation of the topmost row of internal bracing. For rakers, the staging will need to include installation of temporary rakers and their subsequent removal and replacement as the excavation advances. Following the installation of the topmost row of internal bracing, the excavation then proceeds, and each level of internal bracing should be installed as soon as practi cable. The shoring designer should analyze each stage of internal bracing installation to ensure that the excavation has an adequate Factor of Safety.

For the soldier pile system, the lagging should be installed simultaneously as the excavation proceeds. To facilitate a tight connection between the lagging and the soils and to minimize settlement, any voids left behind the lagging should be filled with cement grout as the excavation advances. To continuously support the excavation, any unsupported hei ght should not exceed 4 feet.

The anulus of the soldier pile beam borehole below the excavation bottom should be backfilled with concrete. Pea gravel may be used to backfill the hole from the excavation bottom to the top grade. If the soldier pile beams are to be retrieved after construction, they may be backfilled with a weaker cementitious slurry mix below the excavation bottom. If the contractor chooses to use a well-rounded uniform pea gravel material to fill the hole below the excavation bottom, a reduction of 33 percent should be applied to the passive soil resistance values provided in Table 6 to account for potential lateral yielding of the pea gravel backfill.

9.4.6. Shoring Performance Monitoring

Some means of monitoring the performance of the shoring system and nearby paved surfaces and structures is recommended. The monitoring should consist of periodic visual inspections and lateral and vertical surveying of the tops of the soldier / sheet piles and strategic survey points. It is recommended that a survey be performed before construction begins and then, as the excavation proceeds, the monitoring should be performed daily or whenever excavation activities are taking place. In addition, the Contractor should inspect the shoring daily and actively search for presence of cracks or excessive movements and report immediately to the shoring designer and the Geotechnical Engineer. This office can provide further recommendations of the monitoring when the design of the shoring system is finalized.

9.5. Seismic Design Parameters

Based on blowcount data obtained from the current field investigation and known geologic conditions, the site is classified as Site Class E , i.e., soft soil , in accordance with ASCE 7 -16, Section 20.3.2. Given the values of the spectral acceleration parameters S s and S1 and the Site
Class E, a site -specific ground motion hazard analysis was required per Section 11.4.8 of ASCE 7-16.

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25 The ground motion hazard analysis was performed in accordance with ASCE 7-16, S ection 21.2 and required the evaluation of deterministic (MCE R) ground motions and probabilistic (MCE R) ground motions.

For the deterministic hazard analysis (DSHA) the closest 4 faults to the site listed in Table 2 were considered, assuming an average shear wave velocity in the top 30 meters (Vs 30) of 150 meters per
second. The DSHA acceleration response spectrum ( ARS) was determined using the Next Generation Attenuation (NGA) – West2 models. The NGA-West2 models were developed as part of a multidisciplinary research program coordi nated by the Lifelines Program of the Pacific Earthquake Engineering Research Center (PEER), in partnership with the U.S. Geologic Survey (USGS) and the Southern California Earthquake Center (SCEC). U sing the Excel spreadsheet developed by Seyhan (2015) , the 84th-percentile median spectral acceleration values ( Sa RotD50)
were calculated based on the equally weighted models by:

• Abrahamson and Silva (2014);
• Boore et al. (2014);
• Campbell and Bozorgnia (2014); and
• Chiou and Youngs (2014).

The 84th-percentile median spectral acceleration values (SaRotD50) were subsequently converted to risk-targeted maximum rotated direction (SaRotD100) values using the procedure suggested by Shahi and Baker (2014) and adjusted further by the risk coefficients provided in the web tool https://www.seaoc.org/page/seismicdesignmaptool
.

The probabilistic seismic hazard analyses (PSHA) were performed for an earthquake event with a return period of 2,475 years , utilizing the USGS Unified Hazard t ool (https://earthquake.usgs.gov/hazards/interactive/
) for the dynamic: conterminous US 2014 update
(v4.2.0) using a return period of 2,475 years. For the subject site the website utilizes an assumed average shear wave velocity in the top 30 meters (Vs 30) of 180 meters per second , which corresponds to a Site Class D/E (soft soil).

The seismic spectral acceleration parameters to be used in the design for buildings and structures subject to seismic shaking are provided in Table 7 below. The design spectrum and a summary of the site coefficients are provided in Appendix C.

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26 Table 7
2019 CBC and ASCE 7-16 Seismic Design Parameters
Referenced Site Latitude and Longitude: 37.346191°, -121.937395° Site Class
Table 20.3-1 ASCE 7-16 E
Coefficients for the Maximum Considered
Earthquake, MCER, for Site Class B
Short Period (0.2 seconds), SS 1.5*
1 Second Period, S1 0.6*
Coefficients for the Maximum Considered
Earthquake, MCER (Site Modified)
Short Period (0.2 seconds), SMS 1.44**
1 Second Period, SM1 2.76**
Coefficients for the Design Earthquake
Short Period (0.2 seconds), SDS 0.96**
1 Second Period, SD1 1.84**
Design PGA (risk-targeted maximum rotated direction) 0.35g** Site Modified Peak Ground Acceleration PGAM (geometric mean) 0.605g* * Values obtained from Structural Engineers Association of California (SEAOC) and the Office of Statewide Health Planning and Development (OSHPD) website application, https://www.seaoc.org/page/seismicdesignmaptool based on ASCE7-16 and 2018 International Building Code.
** These parameters were obtained from a site -specific ground motion hazard analysis as required per ASCE 7-16, Section 21.2.

9.6. Mat Foundation

The proposed residential / retail building may be supported on a conventional mat foundation. An advantage of a mat foundation for this project is the reduction of the applied pressures on the relatively soft subgrade and the suitability for ease of installation of a reliable waterproofing system.

9.6.1. Design Parameters for the Mat Foundation

Recommendations for the design of the mat foundation for the proposed building are provided in Table 8 below. The m at foundation should be designed and reinforced in accordance wi th the recommendations of the Structural Engineer and should conform to the requirements of the 2019 CBC.

The recommendations provided herein do not account for eccentric loads or localized areas where vertical stress redistributions may be encountered . Once the foundation configuration and loads are finalized, this office should be contacted to evaluate this specific foundation configuration and loading condition prior to finalization of the mat foundation design.

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27 Table 8
Geotechnical Design Parameters
Mat Foundation
Embedment depth • Between 12 and 15 feet
Dimensions (feet) • Triangularly shaped with side length s of approximately 250 feet by 137 feet by 283 feet (max dimensions)
Allowable
Bearing Pressure
• Average allowable bearing pressure 2,000 psf
• The allowable bearing value may be increased by one-third for transient live loads from wind and seismic loading.

Estimated Settlement
 Approximate 1.5 inches of static settlement.
 Approximate 1.5 inches of dynamic settlement
 Combined (static plus dynamic) differential settlement of approximately

1.5 inches over a distance of 30 feet.

Modulus of Subgrade
Reaction
 For design of the mat foundations, a reference modulus of subgrade reaction 𝑘𝑘1 of 35 pci derived for a square bearing plate with 1-foot x 1-foot dimensions may be used. For the on- site clayey soils, the modulus of subgrade reaction k (in pci) for the design of a concrete of a given dimension can be calculated as:

B
L
B
k k * 5 . 1
* 5 . 0 1
1 +
=
Where B and L are the governing width and the length of the element in feet, but no more than 14 times the thickness of the mat foundation.

Swelling Pressure
(No Factor of Safety)
 Foundations should be designed to withstand an upward swelling pressure of 15 psf
Allowable
Adhesion at the base
(incorporates Factor of Safety of 1.5)
 500 psf
 Adhesion to be multiplied by contact area per 2019 CBC Section 1806.3.2.

Allowable
Lateral Passive Resistance
(incorporates Factor of Safety of 2)
 240 /120 pcf (above/below groundwater) (EFD, equivalent fluid density)  The passive resistance derived of the upper 12 inches should be neglected Allowable
Combined Lateral Resistance
 Total allowable resistance to lateral loads can be calculated by combining lateral resistance due to adhesion at the base and lateral passive resistance.  Passive resistance values may be increased by one-third when considering transient wind or seismic loading
Uplift Capacity
• The weight of the soil that contributes to the uplift capacity can be estimated as a zone defined by an angle of 30 degrees from the vertical projected from the top edge of the mat to the adjacent grade. • A total unit weight of 125 pcf may be used for the soil.  The shallowest depth of embedment from the adjacent grade shall be used in the estimations.

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28 9.6.2. Groundwater Considerations

Building basement slabs will extend well below the design groundwater level and will be subject to hydrostatic uplift pressure. For the analyses of hydrostatic pressure and building uplift pressure, we recommend that a groundwater level at a depth of about 4 feet below the existing grade be assumed. Basement walls and mat foundations should incorporate a complete waterproofing system. Waterproofing system should be designed by an Engineer with extensive experience in waterproofing for basement walls for residential or commercial use.

9.7. Shallow Foundations Adjacent to Utility Trenches

The bottom of any trenches that are required for any buried utilities should be kept outside a zone defined by a 1(H):1(V) plane projected downward from the outside bottom edge of any existing or proposed foundation. Backfill materials and procedures shall conform to the recommendations provided in the “Site Preparation” and “General Site Grading Recommendations” sections of this report. If any utilities need to be placed within the zone of influence, the utility conduit (pipes, cables) should be designed to account for the increased surcharge from the foundation pressures and to withstand potential differential settlement between the surcharged and unsurcharged segments of the pipe. Generally, the utility conduits within the impacted zone should be protected by concrete encasement or utilidors.

For utility conduits that cross underneath foundations the piping and encasement should be designed to withstand differential settlements of up to 1 inch over a distance equal to half of the depth of the pipe crown below the bottom of the foundation element. Tetra Tech should be contacted to review any specific utility interaction configurations and their proposed mitigation.

9.8. Exterior Concrete Slabs on Grade

Exterior slabs should be placed on subgrade prepared in accordance with the recommendations provided in the “Site Preparation” section of this report. A Structural Engineer or an Engineer specialized in concrete design should be consulted if cracking of the exterior slabs is to be minimized. As a minimum for exterior walkways, it is recommended that narrow strip concrete slabs, such as sidewalks, be reinforced with at least No.4 reinforcing bars placed longitudinally at 18 inches on center. Wide exterior slabs should be reinforced with at least No.4 reinforcing bars placed 18 inches on center, each way. Reinforcement should extend through the control joints to reduce the potential for differential movement.

Control joints should be provided in concrete slabs -on-grade as recommended by American Concrete Institute (ACI PRC-224.3-95) guidelines and at a maximum spacing (in feet) of 2 to 3 times of the slab thickness (in inches), but generally no more than 10 feet. All joints should form approximately square patterns to reduce potential for randomly oriented shrinkage cracks. The control joints should be tooled at the time of the pour or sawcut to ¼ of slab depth within 6 to 8 hours of concrete placement. All joints in flatwork should be sealed to prevent moisture, vermin, or foreign material intrusion. Precautions should be taken to prevent curling of slabs.

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29 9.9. Basement Walls

Buried building walls for the subterranean parking lot level will act as basement walls which will support lateral earth pressures.

9.9.1. Lateral Loading

The 2019 CBC requires that basement walls be designed for at -rest earth pressures for static conditions. The design values presented in Table 9 below were developed based on a level backfill condition. In addition, it is required that a drainage system will be installed behind the wall so that external water pressure will not develop. If a drainage system is not installed, hydrostatic pressures will need to be incorporated into the design. A design groundwater depth of 4 feet may be used to calculate the hydrostatic pressures acting on the basement walls.

Based on the Section 1803.5.12 of the 2019 CBC the design of retaining structures higher than 6 feet, as measured from the bottom of the footing, needs to consider seismically induced lateral earth pressures. According to the 2019 CBC the seismically induced lateral earth pressures should be determined using the design earthquake ground motions. Based on the seismic design parameters provided in Table 7 of this report, the Design Peak Ground Acceleration (PGA) at the site is approximately 0. 35g. The seismically induced earth pressure increments were estimated using the method recommended by Agusti and Sitar (2013).

The combined static and seismic lateral passive earth pressures during the design seismic event were computed as recommended by Taciroglu (2013). The calculated passive earth pressures are included in Table 9.

Basement walls should be appropriately waterproofed in accordance with 2019 CBC Section 1805.3. The on- site soils are predominately fine -grained and have a potential for expansion. Therefore, the on- site soils should not be re -used for backfill within 2 feet b ehind basement walls. The backfill within at least 2 feet immediately behind the basement walls should be imported materials with an Expansion Index of less than 20 and fines content (passing #200 sieve) of less than 15 percent. Where bare ground is present behind the top of the wall, the backfill should be capped with a concrete swale or with at least 12 inches of relatively impervious clayey material and sloped to prevent ponding of water. The granular backfill should be moisture - conditioned to at least 110 percent of optimum moisture content and compacted in loose lifts not more than 8 inches to at least 90 percent of the maximum dry density as evaluated by the latest version of ASTM D1557.

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30 Table 9
Geotechnical Design Parameters for Basement Walls
At rest Pressure for Non-yielding Walls, i.e., Basement Walls

Static pressure (psf)
Level ground behind wall
(above groundwater) 62z + 0.52Q
Level ground behind wall
(below groundwater at depth z > zw) 62zw + 95(z - zw) + 0.52Q Seismic pressure increment (psf) Level ground behind wall 30z Passive Pressure Resistance
Static resistance (psf)
(incorporates Factor of Safety of 2)
Level ground behind wall
(above groundwater)
180z1
Seismic ultimate resistance (psf)
(No Factor of Safety included) 275z1
Static resistance (psf)
(incorporates Factor of Safety of 2) Level ground behind wall (below groundwater at depth z1 > zw)
180zw + 90 (z1 – zw)
Seismic ultimate resistance (psf)
(No Factor of Safety included) 275zw + 137 (z1 – zw)
Notes:
 Lateral pressures due to seismic loading are based on a PGA=0.35g.  The appropriate total seismic force (at rest plus seismic increment for non-yielding walls) should be calculated be assuming a downward increasing tringle equivalent fluid pressure distribution. The resulting force should be assumed to act at 1/3 of the height of the wall above the heel of the wall.
 Pressures are based on soil with ϕ = 29o, c = 0 psf, γt = 125 pcf (above and below groundwater)

Legend:
z … Depth (ft) below the grade behind the wall – depth measured from the ground surface to the depth where the soil lateral pressure is being evaluated.
z1 … Depth (ft) below the grade where passive conditions apply, i.e., usually in front of the wall – depth measured from the ground surface to the depth where the soil lateral pressure is being evaluated. zw … Depth to groundwater (ft) – depth measured from the ground surface to the groundwater (a constant), zw = 4 feet.

Q … Uniform live surcharge (psf) within a 1(H):1(V) plane drawn upward from the heel of the wall footing.

If the basement walls are built in contact with the native expansive soils, the walls should be designed for an additional uniform lateral swelling pressure of 15 psf acting over the full height of the wall.

9.10. Uplift of Buried Structures

Structures founded at depths greater than 4 feet should be designed to resist uplift forces due to buoyancy exerted by groundwater below such depth to prevent buried structures including utilities/pipelines from floating or shifting upward. The designer must consider all the downward and upward forces on the structures and design for the worst-case scenario.

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31 9.11. Portland Cement Concrete (PCC) Pavement Design

9.11.1. Pavement Structural Section

Pavements are anticipated for the entrance driveway to the site. The pavement subgrade should be prepared as recommended in Section 9.3 of this report. T he recommended PCC pavement sections are presented in Table 10 below. Tetra Tech does not practice in the field of structural PCC pavement structural design and applies pavement section design method per ACI 330-08 based on the subgrade soil materials and the geotechnical conditions. Design and detailing of the reinforcement, jointing, doweling, mix design, concrete placement, curing, and specifications should be performed in accordance with ACI recommendations.

The PCC pavement sections were designed for a 20-year design life and assumed average daily truck traffic (ADTT) of 25. Contraction, construction, and isolation joints should be placed per ACI recommendations. The design assumes that 8 inches of Aggregate Base Materials will be placed on top of t he compacted subgrade. The aggregate base materials should conform to the Specifications for Public Works Construction (Green Book) Section 200- 2. The aggregate base course should be compacted to 95 percent or more of the relative density, as evaluated by the latest version of ASTM D1557.

The design of the pavement assumes that the Portland cement concrete will have a 28-day flexural strength (modulus of rupture determined by the third-point method) of at least 550 psi (equivalent compressive strength of about 4,000 psi) or 650 psi (equivalent compressive strength of about 5,000 psi). A modulus of subgrade reaction ( k value) of 75 pci was assumed for the top of the compacted subgrade soils.

Table 10
Portland Cement Concrete Pavement Sections
Subgrade Soil Lean Clay
Modulus of Subgrade Reaction, k 75 pci
Thickness of Aggregate Base Material 8 inches
PCC Pavement 28-day concrete
compressive strength 4,000 psi 5,000 psi
ADTT Pavement Traffic Description
PCC
Thickness
(inches)
Max Joint
Spacing
(feet)
PCC
Thickness
(inches)
Max Joint
Spacing
(feet)
25 Shopping Center Entrance
and Service Lanes 6 11 5 10

9.11.2. Construction Considerations

Paved areas should be properly sloped, and surface drainage facilities should be established to reduce water infiltration into the pavement subgrade. Curbing located adjacent to paved areas Kapital Partners, LLC Due Diligence – Privileged and Confidential Project No. TET 22-235E Proposed Residential / Retail Development – 2655 The Alameda May 26, 2022

32 should be founded in the soil subgrade in order to provide a cutoff to reduce water infiltration into the base course.

9.12. Feasibility of Onsite Stormwater Infiltration

Given the presence of native fine-grained soils (i.e., lean clay) from the ground surface to a depth of at least 30 feet, and the presence of shallow groundwater (e.g., historical high groundwater at a depth of 4 feet), The onsite stormwater infiltration is not considered feasible.

9.13. Soil Corrosion

The corrosion potential of the on- site materials to buried concrete and steel was evaluated based on laboratory testing. Table 11 below presents the results of the corrosivity testing.

Table 11
Corrosivity Test Results
Boring
ID
Sample
ID
Depth
(feet)
pH
CTM 643
Minimum
Resistivity
(ohm-cm)
CTM 643
Soluble
Sulfate
Content
(ppm / %)
CTM 417
Soluble
Chloride
Content
(ppm / %)
CTM 422
Tt-1 SK-1 0-5 9.1 3,458 22/0.0022 20/0.0020
Tt-2 SPT-3 10-11.5 7.9 1,010 510/0.0510 25/0.0025

Per 2019 CBC, Section 1904.1, concrete subject to exposure to sulfates shall comply with the requirements set forth in ACI 318, Section 19.3. Based on the measured water -soluble sulfate results the exposure of buried concrete to sulfate attack should be considered “not a concern”, i.e., exposure class S0 per ACI 318, Table 19.3.1.1. Consequently, injurious sulfate attack is not a concern for concrete with a minimum 28-day compressive strength of 2,500 psi.

Per 2019 CBC, Section 1904.1, concrete reinforcement should be protected from corrosion and exposure to chlorides in accordance with ACI 318, Section 19.3.

The evaluation of potential for corrosion of buried metals was based on the minimum resistivity per NACE (1984) and our experience with similar soils. The on -site soils are anticipated to have a “ moderately corrosive ” potential to buried ferrous metals. A corrosion specialist should be consulted regarding suitable types of piping and necessary protection for underground metal conduits. The corrosion potential of the on- site soils should be verified during construction for each encountered soil type. Imported fill materials should be tested prior to placement to confirm that their corrosion potential is not more severe than the one assumed for the project.

9.14. Drainage Control

The intent of this section is to provide general information regarding the control of surface water.

The control of surface water is essential to the satisfactory performance of the building Kapital Partners, LLC Due Diligence – Privileged and Confidential Project No. TET 22-235E Proposed Residential / Retail Development – 2655 The Alameda May 26, 2022

33 construction and site improvements. Surface water should be controlled so that conditions of uniform moisture are maintained beneath and adjacent to the structure, even during periods of heavy rainfall. The following recommendations should be considered as minimal.

• Ponding and areas of low flow gradients should be avoided.

• Paved surfaces within 10 feet from the building foundation should be provided with a gradient of at least 2 percent sloping away from improvements.

• Bare soil, e.g., planters, within 10 feet of the structure should be sloped away from the improvement at a gradient of 5 percent.

• Positive drainage devices, such as graded swales, paved ditches, and/or catch basins should be employed to accumulate and convey water to appropriate discharge points.

• Concrete walks and flatwork should not obstruct the free flow of surface water.

• Area drains should be recessed below grade to allow free flow of water into the basin.

• Enclosed raised planters should be sealed at the bottom and provided with an ample flow gradient to a drainage device. Recessed planters and landscaped areas should be provided with area inlet and subsurface drainpipes.

• To the extent practicable, planters should not be located adjacent to the structure. If planters are to be located adjacent to the structure, the planters should be positively sealed, should incorporate a subdrain, and should be provided with free discharge capacity to a drainage device.

• Planting areas at grade should be provided with positive drainage. Wherever possible, the grade of exposed soil areas should be established above adjacent paved grades. Drainage devices and curbing should be provided to prevent runoff from adjacent pave ment or walks into planted areas.

• Gutter and downspout systems should be provided to capture discharge from roof areas. The accumulated roof water should be conveyed to an off-site disposal area by a pipe or concrete swale system.

• Landscape watering should be performed judiciously to preclude either soaking or desiccation of soils. The watering should be such that it just sustains plant growth without excessive infiltration. Sprinkler systems should be checked periodically to detect leakage and irrigation efforts should be reduced or halted during the rainy season.

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34 10. GENERAL SITE GRADING RECOMMENDATIONS

The intent of this section is to provide general information regarding the site grading. Site grading operations should conform with appli cable local building and safety codes and to the rules and regulations of those governmental agencies having jurisdiction over the subject construction.

The grading contractor is responsible for notifying governmental agencies, as required, the Geotechnical Engineer at the start of site cleanup, at the initiation of grading, and any time that grading operations are resumed after an interruption. Each step of the grading should be accepted in a specific area by the Geotechnical Engineer, and where required , should be approved by the applicable governmental agencies prior to proceeding with subsequent work.

The following site grading recommendations should be regarded as minimal. The site grading recommendations should be incorporated into the project plans and specifications.

1. Prior to grading, existing vegetation, trash, surface structures and debris should be removed and disposed off -site at a legal dumpsite. Any existing utility lines, or other subsurface structures which are not to be utilized, should be removed, destroyed, or abandoned in compliance with current governmental regulations.

2. Subsequent to cleanup operations, and prior to initial grading, a reasonable search should be made for subsurface obstructions and/or possible loose fill or detrimental soil types. This search should be conducted by the contractor, with advice from and under the obser vation of the Geotechnical Engineer.

3. Prior to the placement of fill or foundations within the building area, the site should be prepared in accordance with the recommendations presented in the section “Site Preparation” of this report. All undocumented fill or disturbed soils within the building areas should be removed and processed as recommended by the Geotechnical Engineer.

4. The exposed subgrade and/or excavation bottom should be observed and approved by the Geotechnical Engineer for conformance with t he intent of the recommendations presented in this report and prior to any further processing or fill placement. It should be understood that the actual encountered conditions may warrant excavation and/or subgrade preparation beyond the extent recommended and/or anticipated in this report.

5. On-site inorganic granular soils that are free of debris or contamination are considered suitable for placement as compacted fill. Any rock or other soil fragments greater than 3 inches in size should not be placed within 5 feet of the foundation subgrade.

6. Any imported fill material required for backfill or grading should be tested and approved prior to delivery to the site.

7. Visual observations and field tests should be performed during grading by a Geotechnical Engineer. This is necessary to assist the contractor in obtaining the proper moisture content and required degree of compaction. Wherever, in the opinion of the Geotechnical Engineer, Kapital Partners, LLC Due Diligence – Privileged and Confidential Project No. TET 22-235E Proposed Residential / Retail Development – 2655 The Alameda May 26, 2022

35 an unsatisfactory condition is being created in any area, whether by cutting or filling, the work should not proceed in that area until the condition has been corrected.

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36 11. DESIGN REVIEW AND CONSTRUCTION MONITORING

Geotechnical review of plans and specifications and participation during construction are an integral part of the g eotechnical design practice. The following sections present our recommendations relative to the review of construction documents and the monitoring of construction activities.

11.1. Plans and Specifications

Upon completion, the civil , structural, and shoring design plans and specifications should be reviewed and approved by Tetra Tech prior to submittal for issuance of grading and construction permit and prior to bidding of construction tasks as the geotechnical recommendations may need to be re-evaluated based on the actual design configuration and loads. This review is necessary to evaluate whether the recommendations contained in this report have been incorporated into the project plans and specifications as intended.

11.2. Construction Monitoring

The objective of the construction quality assurance (CQA) is to assist in the construction of the soils and soils- structure interaction components of the project. Continuous observation of site excavation, processing and assessment of fill materials, fill placement, ground improvement installation, and other site grading operations by a representative of the Geotechnical Engineer should be implemented during construction to allow for evaluation of the geotechnical -related conditions as they are encountered. This process provides the Geotechnical Engineer with the opportunity to recommend appropriate revisions as needed.

11.3. Grading Observations

The Geotechnical Engineer should observe the excavation, subgrade preparation for building foundations, concrete s labs, pipelines, and pavements, and fill placement so that appropriate modifications to the design, extent, or procedure may be provided, as necessary, should conditions encountered during grading differ from the design assumptions.

11.4. Foundation Subgrade Observations

The Geotechnical Engineer should observe and evaluate the presence of satisfactory materials at the mat foundation subgrade. The foundations excavations should be observed by the Geotechnical Engineer to verify if soft or loose soils or other unsatisfactory materials are encountered, and whether or not such materials should be removed and replaced with compacted fill prior to pouring the mat foundation.

11.5. Pavement Construction Observations

Preparation of the pavement subgrade and the placement of base course and pavement sections should be observed by the Geotechnical Engineer. Careful observation is recommended to Kapital Partners, LLC Due Diligence – Privileged and Confidential Project No. TET 22-235E Proposed Residential / Retail Development – 2655 The Alameda May 26, 2022

37 evaluate that the pavement subgrade is uniformly compacted, and the recommended pavement and base course thicknesses are achieved.

11.6. Construction Quality Assurance Reporting

The following list is intended to provide basic minimum guidelines for the reporting during the excavation and backfilling operations:

• A Daily Field Report should be generated each time a representative of the Geotechnical Engineer is performing QA work at the site.

• The Daily Field Reports should contain, at a minimum, a detailed description of the field activities, utilized equipment, areas of work, date, time, weather, and locations and results of all observations and performed tests.

• Provisions should be made for vertical and horizontal control for recording observations and test locations.

• A complete set of Daily Field Reports should be submitted as a part of formal final reporting.

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38 12. LIMITATIONS

The recommendations and opinions expressed in this report are based on Tetra Tech’s review of background documents and on information obtained from field explorations and associated laboratory testing. It should be noted that this study did not evaluate the possible presence of hazardous materials on any portion of the site.

Due to the limited nature of the field explorations, conditions not observed and described in this report may be present on the site. Uncertainties relative to subsurface conditions can be reduced through additional subsurface exploration. Additional subsurface evaluation and laboratory testing can be performed upon request. It should be understood that conditions different fro m those anticipated in this report may be encountered during grading operations, for example, the extent of unsuitable soil and the associated additional effort required to mitigate them.

Site conditions, including groundwater level, can change with time as a result of natural processes or the activities of man at the subject site or at nearby sites. Changes to the applicable laws, regulations, codes, and standards of practice may occur as a result of government action or the broadening of knowledge. The findings of this report may, therefore, be invalidated over time, in part or in whole, by changes over which Tetra Tech has no control. Therefore, this report should be reviewed and recertified by Tetra Tech if it were to be used for a project design commencing more than one year after the date of issuance of this report.

Tetra Tech’s recommendations for this site are, to a high degree, dependent upon appropriate quality control of subgrade preparation, fill placement, and foundation construction. Accordingly, the recommendations are made contingent upon the opportunity for Tetra Tech to observe grading operations and foundation excavations for the proposed construction. If parties other than Tetra Tech are engaged to provide such services, such parties are automatically assuming complete responsibility as the Geotechnical Engineer of Record for the project and are deemed concurring with the recommendations in this report or are obligated to provide alternative recommendations.

This document is intended to be used only in its entirety. No portion of the document, by itself, is designed to completely represent any aspect of the project described herein. Tetra Tech should be contacted if the reader requires additional information or has questions regarding the content, interpretations presented, or completeness of this document. Reliance by others on the data presented herein or for purposes other than those stated in the text is authorized only if so permitted in writing by Tetra Tech. It should be understood that such an authorization may incur additional expenses and charges.

Tetra Tech has endeavored to perform its evaluation using the degree of care and skill ordinarily exercised under similar circumstances by reputable geotechnical professionals with experience in this area in similar soil conditions. No other warranty, either expressed or implied, is made as to the conclusions and recommendations contained in this report.

Kapital Partners, LLC Due Diligence – Privileged and Confidential Project No. TET 22-235E Proposed Residential / Retail Development – 2655 The Alameda May 26, 2022

39 13. SELECTED REFERENCES

Abrahamson, N. A., Silva, W. J., and Kamai, R., 2014. Summary of the ASK14 ground motion relation for active crustal regions, Earthquake Spectra 30:3, 1025–1055.

Arcadis U.S. Inc. 2020, Site Conceptual Model and Low -Threat Closure Policy req uest, Former Unocal Site No. 306426, 2665 The Alameda, Santa Clara County, California 95050, Santa Clara County LOP Case No.: 07S1W02Q02f, dated May 5, 2020.

American Concrete Institute (ACI 318R -14), 2014. Building Code Requirements for Structural Concrete and Commentary, 2014.

American Concrete Institute (ACI 330), 2008. Guide for the Design and Construction of Concrete Parking Lots.

Agusti, G.C., and Sitar, N. (2013). “Seismic earth pressures on retaining structures in cohesive soils,” Report submitted to the California Department of Transportation (Caltrans) under Contract No. 65A0367 and NSF-NEES-CR Grant No. CMMI-0936376: Seismic earth pressures on retaining structures. Report No. UCB GT 13-02.

ASCE 7-16, Minimum Design Loads and Associated Criteria for Buildings and Other Structures.

Boore, D.M., Stewart , J.P., Seyhan, E. and Atkinson, G.M., 2014. “NGA -West2 Equations for Predicting PGA, PGV, and 5% Damped PSA for Shallow Crustal Earthquakes”.

Earthquake Spectra 30:3, 1057-1085.

California Building Standards Commission, 2019 California Building Code, California Code of Regulations Title 24, Based on the 2018 International Building Code.

California Department of Conservation, Division of Mines and Geology, 2008, Guidelines for Evaluation and Mitigation of Seismic Hazards in California: Special Publication 117A.

California Geologic Survey, 2002, State of California, Seismic Hazard Zones Official Map for the San Jose West 7.5-Minute Quadrangle; released February 7, 2002, Scale 1:24,000.

California Department of Conservation, Division of Mines and Geology, 2002, Seismic Hazard Zone Report for the San Jose West 7.5-Minute Quadrangle, Santa Clara County, California, Seismic Hazard Zone Report 058, Released 2002, updated October 10, 2005.

California Geological Survey and the California Governor’s Office of Emergency Services, 2021.

Tsunami Hazard Area Map, Santa Clara County; dated July 8, 2021, displayed at multiple scales.

California Department of Transportation (CALTRANS), 2017. Highway Design Manual, Sixth Edition, November 20, 2017.

Kapital Partners, LLC Due Diligence – Privileged and Confidential Project No. TET 22-235E Proposed Residential / Retail Development – 2655 The Alameda May 26, 2022

40 California Department of Transportation (CALTRANS), 2011, Trenching and Shoring Manual.

California Department of Tra nsportation (CALTRANS), 2012, Corrosion Guidelines. Division of Engineering and Testing Services, Corrosion Technology Branch.

Campbell, K.M. and Bozorgnia, Y., 2014. “NGA-West2 Ground Motion Model for the Average Horizontal Components of PGA, PGV, and 5% Damped Linear Acceleration Response Spectra”. Earthquake Spectra 30:3, 1087-1115.

Cetin, O.K., Bilge, T. H., Wu J., Kammerer A. M., and Seed R. B., 2009. Probabilistic Model for the Assessment of Cyclically Induced Reconsoidation (Volumetric) Settlements. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, March 2009.

Chiou, B.S. and Youngs, R.R., 2014. “Update of the Chiou and Youngs NGA Model for the Average Horizontal Component of Peak Ground Motion and Response Spectra”.

Earthquake Spectra 30:3, 1117-1153.

Dibblee, T.W. and Minch, J.A., 2007, Geologic Map of the Cupertino and San Jose West 7.5-Minute Quadrangles, Santa Clara and Santa Cruz Counties, California, Dibblee Foundation Map DF-351, scale 1:24,000.

Historical Aerials by Netroline from https://www.historicaerials.com/viewer , accessed on May 1,
2021

Jennings, C. W., and Bryant, W. A., 2010, Fault Activity Map of California, California Geological Survey, Data Map No. 6, Map scale 1:750,000.

Kamai, R., Abrahamson, N.A. and Silva, W.J., 2014. “Nonlinear Horizontal Site Amplification for Constraining the NGA-West2 GMPEs”. Earthquake Spectra 30:3, 1223-1240.

Kenneth Rodrigues & Partners, Inc. 2021, Preliminary Development Plan, Sheets A1 Through A3, 2655 The Alameda, Santa Clara, California, dated December 2021.

National Association of Corrosion Engineers (NACE), 1984. Corrosion Basics, An Introduction, LS Van Delinder, ed., Houston, TX.

Pacific Environmental Group, Inc.,1994, Underground Storage Tank Removal Activities, Unocal Service Station 0715, 2665 The Alameda, Santa Clara County, California, dated January 25, 1994.

Pradel, D., 1998a, Procedure to Evaluate Earthquake -Induced Settlements in Dry Sandy Soils:

Journal of Geotechnical and Geoenvironmental Engineering, dated April, pp. 364-368.

Pradel, D., 1998b, Erratum to Procedure to Evaluate Earthquake -Induced Settlements in Dry Sandy Soils: Journal of Geotechnical and Geoenvironmental Engineering, dated October, p. 1048.

Kapital Partners, LLC Due Diligence – Privileged and Confidential Project No. TET 22-235E Proposed Residential / Retail Development – 2655 The Alameda May 26, 2022

41 Seyhan, E., 2014. “Weighted Average of 2014 NGA -West2 GMPEs”, Excel Spreadsheets, updated April 14, 2015.

Shahi, S.K. and Baker, J.W., 2014, NGA-West2 models for ground-motion directivity, Earthquake Spectra, 30(3), pp. 1285-1300.

Southern California Earthquake Center, 1999. Recommended Procedures for Implementation of DMG Special Publication 117, Guidelines for Analyzing and Mitigating Liquefaction in California. Dated March.

Stantec Consulting Corporation, 2011, Additional Investigation Report, Chevron 306426, (Former Unocal 0715, 2665 The Alameda, Santa Clara County, California, dated July 29, 2011.

Taciroglu, E., Shamsabadi, A., and Shi -Yu X., 2013. Development of Improved Guidelines for Analysis and Design of Earth Retaining Structures. UCLA-SGEL Report 2013/02. Caltrans Final Report No. CA13-2270. July 2013.

Tokimatsu, K. and Seed, H.B., 1987, Evaluation of settlement in sand due to earthquake shaking, Journal of Geotechnical Engineering, ASCE, 113(8), p. 861-878.

Ventura County, 2011. Ventura County Technical Guidance Manual for Stormwater Quality Control Measures. Prepared by Geosyntec and Larry Walker and Associates. July 13, 2011.

Yoshimine, M., H. Nishizaki, K. Amano, and Y. Hosono, 2006. Flow deformation of liquefied sand under constant shear load and its application to analysis of flow slide of infinite slope, Soil Dyn. And Earthquake Engrg., 26 (2-4), 253-264.

Youd, T.L., and Idriss, I.M. (eds.), 1998, Summary Report in Proceedings of the NC EER Workshop on Evaluation of Liquefaction Resistance of Soils: National Center for Earthquake Engineering Research Technical Report NCEER-97-0022, pp. 1-40.

Youd, T.L. and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary report of NCEER 1996 and 1998 NCEER/SF Workshops on Evaluation of Liquefaction Resistance of Soils:

Journal of Geotechnical and Geoenvironmental Engineering, dated April, pp. 297-313.

Kapital Partners, LLC Due Diligence – Privileged and Confidential Project No. TET 22-235E Proposed Residential / Retail Development – 2655 The Alameda May 26, 2022

Figures

21700 Copley Drive, Suite 200, Diamond Bar, CA 91765
TEL 909.860.7777 www.tetratech.com
The
Alameda
Park A
ve
Market St
Bellomy St
Poplar St
Santa Clara University
tS etteyafaL

PROJECT SITE
0 1000ft500
TET 22-235E
MAY 2022
SCM
MS
JOB NO.

DATE

DRAWN BY

CHECKED BY

SITE LOCATION MAP
FIGURE 1
JOB NO.

DATE

DRAWN BY

CHECKED BY
2655 THE ALAMEDA PROPOSED DEVELOPMENT - SANTA CLARA, CA 21700 Copley Drive, Suite 200, Diamond Bar, CA 91765
TEL 909.860.7777 www.tetratech.com
2655 THE ALAMEDA PROPOSED DEVELOPMENT - SANTA CLARA, CA

FORMER EXCAVATION LIMIT MAP
FIGURE 2
TET 21-235E
MAY 2022
SCM
MS
JOB NO.

DATE

DRAWN BY

CHECKED BY
40 80ft0
LEGEND
Soil Sample Location and Designation
Extent of Excavation
Underground Storage Tank Removal Activities, Unocal Service Station 0715, Figure 2, Project: 310-18.07, Paciﬁc Environmental Group, Inc., 1994

21700 Copley Drive, Suite 200, Diamond Bar, CA 91765
TEL 909.860.7777 www.tetratech.com
2655 THE ALAMEDA PROPOSED DEVELOPMENT - SANTA CLARA, CA

PRELIMINARY DEVELOPMENT PLAN
FIGURE 3A
TET 21-235E
MAY 2022
SCM
MS
JOB NO.

DATE

DRAWN BY

CHECKED BY
21700 Copley Drive, Suite 200, Diamond Bar, CA 91765
TEL 909.860.7777 www.tetratech.com
2655 THE ALAMEDA PROPOSED DEVELOPMENT - SANTA CLARA, CA

PRELIMINARY DEVELOPMENT PLAN
FIGURE 3B
TET 21-235E
MAY 2022
SCM
MS
JOB NO.

DATE

DRAWN BY

CHECKED BY
21700 Copley Drive, Suite 200, Diamond Bar, CA 91765
TEL 909.860.7777 www.tetratech.com
2655 THE ALAMEDA PROPOSED DEVELOPMENT - SANTA CLARA, CA

PRELIMINARY DEVELOPMENT PLAN
FIGURE 3C
TET 21-235E
MAY 2022
SCM
MS
JOB NO.

DATE

DRAWN BY

CHECKED BY
21700 Copley Drive, Suite 200, Diamond Bar, CA 91765
TEL 909.860.7777 www.tetratech.com
The Alameda
Park A
ve
Bellomy St
0 100ft50

PROJECT SITE
JOB NO.

DATE

DRAWN BY

CHECKED BY

BORING LOCATION MAP
JOB NO.

DATE

DRAWN BY

CHECKED BY
FIGURE 4
TET 22-235E
MAY 2022
SCM
MS
2655 THE ALAMEDA PROPOSED DEVELOPMENT - SANTA CLARA, CA Tt-1
Tt-2
LEGEND
Tt-1Hollow Stem Boring Location
(Tetra Tech 2022)
21700 Copley Drive, Suite 200, Diamond Bar, CA 91765
TEL 909.860.7777 www.tetratech.com
Qya
QyaQa.2
Qac
LEGEND
Alluvial sand, ﬁne-grained, silt, and gravelQa.1
Alluvial gravel, sand, silt, and clayQa.2
Alluvial sand, ﬁne-grained, silt, and clayQya
Silty clay and organic clay, fossiliferousQac

PROJECT SITE
0 0.5 1.0mi
Source: Geologic map of the Cupertino and San Jose West quadrangles, Santa Clara and Santa Cruz Counties, California, Dibblee, T.W., and Minch, J.A., 2007, USGS JOB NO.

DATE

DRAWN BY

CHECKED BY

REGIONAL GEOLOGIC MAPREGIONAL GEOLOGIC MAP
FIGURE 5
JOB NO.

DATE

DRAWN BY

CHECKED BY
TET 22-235E
MAY 2022
SCM
MS
2655 THE ALAMEDA PROPOSED DEVELOPMENT - SANTA CLARA, CA 21700 Copley Drive, Suite 200, Diamond Bar, CA 91765
TEL 909.860.7777 www.tetratech.com
10 20
30 40
50 LEGEND
Depth to ground water, in feet
Geotechnical boreholes used
in liquefaction evaluation
Ground-water level data provided by
the Santa Clara Valley Water District

PROJECT SITE
0 1.0 2.0mi
Source: SEISMIC HAZARD ZONE REPORT 058, San Jose West Quadrangle, Plate 1.2, CA Department of Conservation, Division of Mines and Geology, 2002.

JOB NO.

DATE

DRAWN BY

CHECKED BY

HISTORIC HIGH

GROUNDWATER MAP
FIGURE 6FIGURE 6
JOB NO.

DATE

DRAWN BY

CHECKED BY
TET 22-235E
MAY 2022
SCM
MS
2655 THE ALAMEDA PROPOSED DEVELOPMENT - SANTA CLARA, CA 21700 Copley Drive, Suite 200, Diamond Bar, CA 91765
TEL 909.860.7777 www.tetratech.com
San Gregorio Fault
San Andreas Fault
Calaveras Fault
Hayward Fault
Diablo Fault
Greenville Fault
Concord- Green Valley Fault
San Jose
San
Francisco

REGIONAL FAULT AND

SEISMICITY MAP
JOB NO.

DATE

DRAWN BY

CHECKED BY
TET 22-235E
MAY 2022
TC/SCM
MS
2655 THE ALAMEDA PROPOSED DEVELOPMENT - SANTA CLARA, CA FIGURE 7
0 20mi10
San Francisco (1838)
San Juan Bautista (1840)
South San Jose (1865)
Hayward (1868)
San Francisco (1906)
Morgan Hill (1911)
Loma Prieta (1989)
Historical Earthquake Location
Fault Name and Location

EXPLANATION
Map Reference: Google Earth, Faults and EQ epicenters: USGS

PROJECT SITE
21700 Copley Drive, Suite 200, Diamond Bar, CA 91765
TEL 909.860.7777 www.tetratech.com
LEGEND
Liquefaction Zones
Areas where historical occurrence of liquefaction, or local geological, geotechnical and ground water conditions indicate a potential for permanent ground displacements such that mitigation as deﬁned in Public Resources Code Section 2693(c) would be required.

Source: Earthquake Zones of Required Investigation, San Jose West Quadrangle, California Geological Survey, 2002

PROJECT SITE
0 0.5 1.0mi
JOB NO.

DATE

DRAWN BY

CHECKED BY

SEISMIC HAZARD ZONES MAP
FIGURE 8
JOB NO.

DATE

DRAWN BY

CHECKED BY
TET 22-235E
MAY 2022
SCM
MS
2655 THE ALAMEDA PROPOSED DEVELOPMENT - SANTA CLARA, CA Kapital Partners, LLC Due Diligence – Privileged and Confidential Project No. TET 22-235E Proposed Residential / Retail Development – 2655 The Alameda May 26, 2022

Appendix A

Logs of Exploratory Borings

Kapital Partners, LLC Due Diligence – Privileged and Confidential Project No. TET 22-235E Proposed Residential / Retail Development – 2655 The Alameda May 26, 2022

Appendix A

Logs of Exploratory Borings

Bulk and relatively undisturbed drive samples were obtained in the field during our subsurface evaluation. The samples were tagged in the field and transported to our laboratory for observation and testing. The drive samples were obtained using the California Split Barrel Drive and Standard Penetration Test (SPT) sampler as described below.

California-Type Split Barrel Drive Sampler
The split barrel drive sampler was driven with a 140- pound hammer allowed to drop freely 30 inches. The number of blows per foot recorded during sampling is presented in the logs of exploratory borings. The sampler has external and internal diameters of approximately 3.0 and

2.4 inches, respectively, and the inside of the sampler is lined with 1 -inch-long brass rings. The relatively undisturbed soil sample within the rings is removed, sealed, and transported to the laboratory for observation and testing.

Standard Penetration Test Sampler
The standard penetration test sampler is driven with a 140 -pound hammer allowed to drop freely 30 inches in general accordance with ASTM D1586. The number of blows (N -value) required to drive the SPT sampler 12 inches is shown on the boring logs. The sampler has external and internal diameters of approximately 2.0 and 1.4 inches respectively. The sampling tube consists of an unlined split-tube barrel. The disturbed soil sample is removed, sealed, and transported to the laboratory for testing.

CL
CL
CL
CL
SC
2-4-4
(8)
3-7-9
(16)
1-1-2
(3)
2-4-5
(9)
1-3-5
(8)
1-3-4
(7)
0-1-3
(4)
2-2-4
(6)
SK-1
SPT-3
R-4
SPT-5
R-6
SPT-7
R-8
SPT-9
R-10

9.4 34.3

32.2 125.9

83.9 89.5
[FILL] Artificial Fill (af)
Sandy Lean CLAY, brown (10YR 4/3), dry to damp, trace
debris (concrete fragments <4")
[NATIVE] Alluvial Deposits (Qya)
Sandy Lean CLAY, stiff, brown (10YR 4/3), damp, coarse
grained, with gravel up to 3" diameter
...(10.0') soft, with gravel up to 1" diameter
Lean CLAY, firm, moist to wet, black (5Y 2.5/1)
...(15.0') stiff, petroleum odor
...(20.0') firm
Sandy Lean CLAY, firm, bluish gray (5B 1/1), wet, gradational contact
Clayey SAND, loose, bluish gray (5B 1/1), wet
Notes:
1)
Total depth: 31.5' bgs.
2) Groundwater not encountered before backfilling.
3) Backfilled with neat cement grout to ground surface. 4) Location from handheld GPS, elevation from Google Earth.

CORR, EI- 60,
VOC-0.0ppm
VOC- 0.0ppm
DS, VOC- 0.0ppm
VOC- 0.0ppm
VOC- 0.9ppm
LL/PL/PI = 18/42/24,
EI, VOC- 88.5ppm CONSOL, DS,
VOC-4.6ppm VOC- 484.3ppm
VOC- 40.9ppm

LOGGED/CHECKED BY SCM/MS
HAMMER DATA Auto 140 Lb Hammer, 30" drop
DRILLING METHOD Hollow Stem Auger, CME 85
DRILLING CONTRACTOR Cascade Drilling
BOREHOLE DIAMETER 8 in
BACKFILL Cement grout
BOREHOLE DEPTH 31.5 ftDATES DRILLED 4/15/2022 -4/15/2022 LOCATION DESCRIPTION North corner of property
COORDINATES 37.346365°, -121.937575°
Standard Penetration Test (SPT) Shelby TubeNo Recovery
California-Type Ring Sample No Recovery Grab/Bulk Sample USCS

GRAPHIC LOG

BLOWCOUNT
blows/6" (bpf)

ELEVATION
(ft)
75 70
65 60
55 50
45 SAMPLE TYPE
NUMBER

MOISTURE
CONTENT (%)
DRY UNIT WT.
(pcf)

MATERIAL DESCRIPTION
Notes
DEPTH
(ft)
0 5
10 15
20 25
30 BORING Tt-1
Sheet 1 of 1
PROJECT NUMBER 197-4552-0235 PROJECT LOCATION Santa Clara, CA PROJECT NAME 2655 The Alameda CLIENT Kapital Partners
GROUNDWATER DEPTH Not encountered
GROUND ELEVATION 75 ft
GEOTECH BH COLUMNS - GINT STD US LAB.GDT - L:\03 - TECHNICAL RESOURCES\02 SOFTWARE LIBRARY\GINT\PROJECTS\197-4552-0235 2655 THE ALAMEDA.GPJ Printed on: 5/10/22 17:03
Tetra Tech
21700 Copley Drive
Diamond Bar, CA 91765
909-860-7777
CL
CL
ML
CL
SP
CL
13-11-12
(23)
2-2-2
(4)
4-3-3
(6)
3-2-2
(4)
2-3-4
(7)
1-2-3
(5)
1-5-4
(9)
4-11-13
(24)
1-2-5
(7)
SK-1
R-2
SPT-3
R-4
SPT-5
R-6
SPT-7
R-8
SPT-9
R-10

36.9 26.4

23.0 20.6

83.9 95.8
100.5
108.2
[NATIVE] Alluvial Deposits (Qya)
Sandy Lean CLAY, brown (10YR 4/3), damp, coarse grained, with gravel up to 3" diameter
...(5.0') with gravel up to 3" diameter
Lean CLAY, very stiff, light olive gray (5Y 6/2) variegated olive yellow (2.5Y 6/6) staining, damp to moist, trace fine sand ...(10.0') firm
...(12.5') moist to wet
...(15.0') as above
...(17.5') firm, mottled light yellowish brown (10YR 6/4) SILT with Clay, firm, light olive gray (5Y 6/2), moist to wet, trace fine sand, no mottling
...(21.0') 1-inch sand layer
Lean CLAY, firm, mottled light yellowish brown (10YR 6/4), moist to wet, trace fine sand, micaceous
Poorly graded SAND, medium dense, bluish gray (5B 5/1), wet, fine to medium grained
Lean CLAY, firm, bluish gray (5B 5/1), wet, with silt, trace fine sand and gravel
LL/PL/PI = 15/25/10,
CORR, VOC- 0.1ppm

CONSOL, DS
LL/PL/PI = 24/50/26,
#200- 91.0%,
VOC-0.1ppm

CONSOL, DS
LL/PL/PI = 26/31/5,
#200- 81.0%,
VOC-0.2ppm

CONSOL, DS
VOC- 0.1ppm

CONSOL, DS,
#200-65.4%,
VOC- 0.6ppm

LOGGED/CHECKED BY SCM/MS
HAMMER DATA Auto 140 Lb Hammer, 30" drop
DRILLING METHOD Hollow Stem Auger, CME 85
DRILLING CONTRACTOR Cascade Drilling
BOREHOLE DIAMETER 8 in
BACKFILL Cement grout
BOREHOLE DEPTH 81.5 ftDATES DRILLED 4/15/2022 -4/15/2022 LOCATION DESCRIPTION East side of property
COORDINATES 37.346236°, -121.937266°
Standard Penetration Test (SPT) Shelby TubeNo Recovery
California-Type Ring Sample No Recovery Grab/Bulk Sample USCS

GRAPHIC LOG

BLOWCOUNT
blows/6" (bpf)
Continued on next page

ELEVATION
(ft)
75 70
65 60
55 50
45 40
35 SAMPLE TYPE
NUMBER

MOISTURE
CONTENT (%)
DRY UNIT WT.
(pcf)

MATERIAL DESCRIPTION
Notes
DEPTH
(ft)
0 5
10 15
20 25
30 35
40 BORING Tt-2
Sheet 1 of 2
PROJECT NUMBER 197-4552-0235 PROJECT LOCATION Santa Clara, CA PROJECT NAME 2655 The Alameda CLIENT Kapital Partners
GROUNDWATER DEPTH 30 ft
GROUND ELEVATION 75 ft
GEOTECH BH COLUMNS - GINT STD US LAB.GDT - L:\03 - TECHNICAL RESOURCES\02 SOFTWARE LIBRARY\GINT\PROJECTS\197-4552-0235 2655 THE ALAMEDA.GPJ Printed on: 5/10/22 17:03
Tetra Tech
21700 Copley Drive
Diamond Bar, CA 91765
909-860-7777
SC
ML
CL
SM
GP
1-2-3
(5)
1-4-6
(10)
1-3-5
(8)
0-4-8
(12)
2-7-10
(17)
1-7-10
(17)
7-6-6
(12)
15-33-44
(77)
10-35-34
(69)
SPT-11
R-12
SPT-13
SPT-14
SPT-15
SPT-16
SPT-17
SPT-18
SPT-19

24.5101.0
...(40.0') strong petroleum odor
...(45.0') firm, no silt or sand
...(50.0') stiff
...(55.0') increase in silt
Clayey SAND, medium dense, bluish gray (5B 5/1), wet, fine grained, trace silt, gradational contact
SILT with Clay, very stiff, bluish gray (5B 5/1), wet, micaceous, trace fine sand, sporadic black (5Y 2.5/1) stringers and vegetative debris
Lean CLAY, very stiff, bluish gray (5B 5/1), wet, trace silt Silty SAND, medium dense, bluish gray (5B 5/1), wet, fine grained
Poorly Graded GRAVEL with Sand, very dense, olive (5Y 4/2), fine to coarse grained, wet, with coarse grained sand
Notes:
1)
Total depth: 81.5' bgs.
2) Groundwater measured at 18.2' bgs 4 hours after drilling. 3) Backfilled with neat cement grout to ground surface. 4) Location from handheld GPS, elevation from Google Earth.

LL/PL/PI = 23/31/8,
VOC- 424.6ppm
CONSOL
VOC- 12.3ppm
VOC- 5.0ppm
Standard Penetration Test (SPT) Shelby TubeNo Recovery
California-Type Ring Sample No Recovery Grab/Bulk Sample USCS

GRAPHIC LOG

BLOWCOUNT
blows/6" (bpf)

ELEVATION
(ft)
35 30
25 20
15 10
5 0
-5

SAMPLE TYPE
NUMBER

MOISTURE
CONTENT (%)
DRY UNIT WT.
(pcf)

MATERIAL DESCRIPTION
Notes
DEPTH
(ft)
40 45
50 55
60 65
70 75
80 BORING Tt-2
Sheet 2 of 2
PROJECT NUMBER 197-4552-0235 PROJECT LOCATION Santa Clara, CA PROJECT NAME 2655 The Alameda CLIENT Kapital Partners
GROUNDWATER DEPTH 30 ft
GROUND ELEVATION 75 ft
GEOTECH BH COLUMNS - GINT STD US LAB.GDT - L:\03 - TECHNICAL RESOURCES\02 SOFTWARE LIBRARY\GINT\PROJECTS\197-4552-0235 2655 THE ALAMEDA.GPJ Printed on: 5/10/22 17:03
Tetra Tech
21700 Copley Drive
Diamond Bar, CA 91765
909-860-7777
Kapital Partners, LLC Due Diligence – Privileged and Confidential Project No. TET 22-235E Proposed Residential / Retail Development – 2655 The Alameda May 26, 2022

Appendix B

Results of Laboratory Testing

Kapital Partners, LLC Due Diligence – Privileged and Confidential Project No. TET 22-235E Proposed Residential / Retail Development – 2655 The Alameda May 26, 2022

Appendix B
Results of Current Laboratory Testing

Classification
Soils were visually and texturally classified in accordance with the Unified Soil Classification System. Soil classifications are indicated on the logs of the exploratory borings in Appendix A.

In-Place Moisture and Dry Density Tests
The moisture contents and dry densities of relatively undisturbed samples obtained from the exploratory boreholes were evaluated in general accordance with the latest versi on of ASTM D2937. The test results are presented on the log of the exploratory borings in Appendix A.

Percent Passing #200 Sieve
An evaluation of the percent passing #200 sieve for selected soil samples were performed in general accordance with ASTM D1140. The results of the analysis are presented the borehole logs in Appendix A and in the back of this Appendix B.

Atterberg Limits Tests
Liquid Limit, Plastic Limit, and Plasticity Index of selected and representative on -site materials were performed in general accordance with ASTM D4318. The results of this test are presented on the borehole logs in Appendix A and in the back of this Appendix B.

Consolidation Tests
Consolidation tests were performed on selected relatively undisturbed soil samples in gen eral accordance with the latest version of ASTM D2435. The samples were inundated during testing to represent adverse field conditions. The percent consolidation for each load cycle was recorded as a ratio of the amount of vertical compression to the original height of the sample. Load versus deformation curves are presented in the back of this Appendix B.

Direct Shear Tests
The sample were tested under three different normal loads. The samples were sheared at a constant rate of strain selected in general accordance with the consolidation characteristics of the soils (Section 7.3 of ASTM D3080). The samples were inundated during shearing to represent potentially adverse field conditions. The strain rate used for shear tests was 0.002 inches per minute. Shearing of the specimens was continued until the shear stress became essentially constant or until a deformation of approximately 10 percent of the original diameter had been reached. The results of 3-point direct shear tests are presented in the back of this Appendix B.

Corrosivity Series

The corrosivity of selected samples was evaluated in general accordance with the latest version of California Test Method (CTM) No. 417, 422 and 643. The results of th ese tests are presented in Table 11 in the report and in the back of this Appendix B.

Tt-1
R-6
Sample Depth ft 12.5-14
Olive Gray
Native CL
6 grams 1075.70
ft 3 0.0159
grams 261.26
grams 814.44
pcf 112.61
X33
grams 10.5
grams 151.5
grams 115.5
grams 36
pcf 83.9
% 34.3
Date Completed:

Weight of Water
Moisture Content
Total Weight Rings + Soil
Volume of Rings
Weight of Rings
Weight of Soil
MOISTURE CONTENT AND DENSITY
ASTM D7263
Date Sampled:

Wet Density
Sample Number
USCS Soil Description
Number of Rings
4/20/2022
4/28/2022
Note:

Tt Alameda
TET-22-235E
MG
Boring / Test Pit / Trench
Job Name:

Job Number:

Tested By:

Tare
Wet Soil + Tare
Dry Soil + Tare
Dry Density
Container ID
v. 2021‐07 21700 Copley Drive Suite 200 * Diamond Bar, CA 91765 * Tel.: (909) 860‐7777 Date Completed: 4/20/2022
April 28, 2022
Note:

Boring
Number
Sample
Number
Depth
(ft)
Weight Before
Wash - Dry
(grams)
Weight After
Wash - Dry
(grams)
Percent
Passing # 200
Sieve
USCS
Classification
Tt-2 SPT-7 20-21.5 177 33.2 81% ML
Tt-2 SPT-5 15-16.5 199.9 18.7 91% CL

Job Name:

Job Number: Date Sampled:

Tested By :

PERCENT PASSING # 200 SIEVE
ASTM D1140
Alameda Tt
TET-22-235E

MG
v. 2021‐07 21700 Copley Drive Suite 200 * Diamond Bar, CA 91765 * Tel.: (909) 860‐7777 Client: Tetra Tech AP Lab No.: 22-0458
Project Name: 2655 The Alameda Santa Clara, CA Test Date: 04/22/22 Project Number: TET 22-235E
Boring Sample Percent Fines
No. No. (%)
Tt-2 R-10 35-36.5 65.4
PERCENT PASSING NO. 200 SIEVE
Depth
(ft)
ASTM D1140

Job Name: Date Sampled:

Job Number: Date Completed:

Tested By: Sample Identification:

Note: Sample Depth:

Sample Description:
1 2 1 2 3 4
35 26 16
D1 D5 N11 P13 S17
grams 21.50 21.30 43.70 46.70 48.50
grams 20.10 19.90 38.70 40.40 41.50
grams 12.40 12.40 25.50 25.40 25.70
grams 1.40 1.40 5.00 6.30 7.00
grams 7.70 7.50 13.20 15.00 15.80
% 18.2 18.7 37.9 42.0 44.3
18 42 CL
24 Plastic Limit
Liquid Limit USCS Classification
Plastic Limit
15-16.5ft
Liquid Limit
Olive Gray CLAY, CL
Number of Blows
Container ID
Wet Weight of Soil + Cont.

Dry Weight of Soil + Cont.

Test No.

Alameda Tt 4/20/2022

ATTERBERG LIMITS
ASTM D4318
Plasticity Index Based on Atterberg Limits only
Moisture Content
Weight of Container
Moisture Weight
Weight of Dry Soil
5/9/2022
TT-1, SPT-7
TET-22-235E
MG
0 10
20 30
40 50
60 0 10 20 30 40 50 60 70 80 90 100
Plasticity Index
Liquid Limit
CH or OH
MH or OH
ML or OL
CL or
OL
CL or ML
v. 2021-07 21700 Copley Drive Suite 200 * Diamond Bar, CA 91765 * Tel: (909) 860-7777 Job Name: Date Sampled:

Job Number: Date Completed:

Tested By: Sample Identification:

Note: Sample Depth:

Sample Description:
1 2 1 2 3 4
35 24 15
F3 P8 S5 M14 T23
grams 21.30 20.10 53.80 46.30 60.60
grams 20.10 19.10 48.80 42.10 52.80
grams 12.40 12.40 25.70 25.40 25.80
grams 1.20 1.00 5.00 4.20 7.80
grams 7.70 6.70 23.10 16.70 27.00
% 15.6 14.9 21.6 25.1 28.9
15 25 CL
10 Alameda Tt 4/20/2022

ATTERBERG LIMITS
ASTM D4318
Plasticity Index Based on Atterberg Limits only
Moisture Content
Weight of Container
Moisture Weight
Weight of Dry Soil
5/9/2022
TT-2, SPT-3
TET-22-235E
MG
Number of Blows
Container ID
Wet Weight of Soil + Cont.

Dry Weight of Soil + Cont.

Test No.

Plastic Limit
Liquid Limit USCS Classification
Plastic Limit
10-11.5ft
Liquid Limit
Brown Lean CLAY with Sand, CL
0 10
20 30
40 50
60 0 10 20 30 40 50 60 70 80 90 100
Plasticity Index
Liquid Limit
CH or OH
MH or OH
ML or OL
CL or
OL
CL or ML
v. 2021-07 21700 Copley Drive Suite 200 * Diamond Bar, CA 91765 * Tel: (909) 860-7777 Job Name: Date Sampled:

Job Number: Da te Completed:

Tested By: Sample Identification:

Note: Sample Depth:

Sample Description:
1 2 1234
36 25 16
F 3 D 1 P 4 0S 5S 1 7
grams 23.20 22.90 48.80 43.30 49.90
grams 21.20 20.80 41.10 37.40 41.20
grams 12.40 12.40 24.20 25.70 25.70
grams 2.00 2.10 7.70 5.90 8.70
grams 8.80 8.40 16.90 11.70 15.50
% 22.7 25.0 45.6 50.4 56.1
24 50 CL/CH
26 Alameda Tt 4/20/2022
ATTERBERG LIMITS
ASTM D4318
Plasticity Index Based on Atterberg Limits only
Moisture Content
Weight of Container
Moisture Weight
Weight of Dry Soil
4/28/2022
Tt-2 SPT-5
TET-22-235E
MG
Number of Blows
Container ID
Wet Weight of Soil + Cont.

Dry Weight of Soil + Cont.

Test No.

Plastic Limit
Liquid Limit USCS Classification
Plastic Limit
15‐16.5ft
Liquid Limit
Dark Olive Gray CL Native
0 10
20 30
40 50
60 0 1 02 03 04 05 06 07 08 09 0 1 0 0
Plasticity Index
Liquid Limit
CH or OH
MH or OH
ML or OL
CL or
OL
CL or ML
v. 2021‐07 21700 Copley Drive Suite 200 * Diamond Bar, CA 91765 * Tel: (909) 860‐7777 Job Name: Date Sampled:

Job Number: Da te Completed:

Tested By: Sample Identification:

Note: Sample Depth:

Sample Description:
1 2 1234
34 25 15
P8 P5 T38 P26 P13
grams 24.80 21.20 51.80 55.50 52.20
grams 22.40 19.30 45.80 48.20 45.30
grams 12.40 12.40 24.20 25.20 25.40
grams 2.40 1.90 6.00 7.30 6.90
grams 10.00 6.90 21.60 23.00 19.90
% 24.0 27.5 27.8 31.7 34.7
26 31 ML
5 Alameda Tt 4/20/2022
ATTERBERG LIMITS
ASTM D4318
Plasticity Index Based on Atterberg Limits only
Moisture Content
Weight of Container
Moisture Weight
Weight of Dry Soil
4/28/2022
Tt-2 SPT-7
TET-22-235E
MG
Number of Blows
Container ID
Wet Weight of Soil + Cont.

Dry Weight of Soil + Cont.

Test No.

Plastic Limit
Liquid Limit USCS Classification
Plastic Limit
20‐21.5ft
Liquid Limit
Olive Gray ML Native
0 10
20 30
40 50
60 0 1 02 03 04 05 06 07 08 09 0 1 0 0
Plasticity Index
Liquid Limit
CH or OH
MH or OH
ML or OL
CL or
OL
CL or ML
v. 2021‐07 21700 Copley Drive Suite 200 * Diamond Bar, CA 91765 * Tel: (909) 860‐7777 Job Name: Date Sampled:

Job Number: Date Completed:

Tested By: Sample Identification:

Note: Sample Depth:

Sample Description:
1 2 1 2 3 4
32 25 15
P4 F10 A1 P26 S12
grams 20.00 20.70 50.20 51.50 49.50
grams 18.50 19.20 44.50 45.30 43.50
grams 12.40 12.40 25.30 25.20 25.60
grams 1.50 1.50 5.70 6.20 6.00
grams 6.10 6.80 19.20 20.10 17.90
% 24.6 22.1 29.7 30.8 33.5
23 31 CL or ML
8 Alameda Tt 4/20/2022

ATTERBERG LIMITS
ASTM D4318
Plasticity Index Based on Atterberg Limits only
Moisture Content
Weight of Container
Moisture Weight
Weight of Dry Soil
5/9/2022
TT-2, SPT-11
TET-22-235E
MG
Number of Blows
Container ID
Wet Weight of Soil + Cont.

Dry Weight of Soil + Cont.

Test No.

Plastic Limit
Liquid Limit USCS Classification
Plastic Limit
40-41.5ft
Liquid Limit
Brown CLAY or SILT CL/ML
0 10
20 30
40 50
60 0 10 20 30 40 50 60 70 80 90 100
Plasticity Index
Liquid Limit
CH or OH
MH or OH
ML or OL
CL or
OL
CL or ML
v. 2021-07 21700 Copley Drive Suite 200 * Diamond Bar, CA 91765 * Tel: (909) 860-7777 Client: Tetra Tech Tested By: ST Date: 04/27/22
Project Name: 2655 The Alameda Santa Clara, CA Computed By: NR Date: 04/28/22 Project No.: TET 22‐235E Checked by: AP Date: 05/04/22
Boring No.: Tt‐1
Sample No.: R‐4 Depth (ft): 7.5‐9
Sample Type: Mod. Cal.

Soil Description: Sandy Clay
Test Condition: Inundated Shear Type: Regular
Wet
Unit Weight
(pcf)
Dry
Unit Weight
(pcf)
Initial
Moisture
Content (%)
Final
Moisture
Content (%)
Initial Degree
Saturation
(%)
Final Degree
Saturation
(%)
Normal
Stress
(ksf)
Peak
Shear
Stress (ksf)
Ultimate
Shear
Stress (ksf)
1 1.068 0.876
2 1.812 1.68098

DIRECT SHEAR TEST RESULTS
ASTM D 3080
137.8 125.9 9.4 12.3 75
0 1
2 3
0 0.1 0.2 0.3
Shear Stress (ksf)
Shear Deformation (Inches)
1 ksf 2 ksf
0 1
2 3
0123456
Shear Stress (ksf)
Normal Stress (ksf)
Peak Ultimate
Normal Stress:

Client: Tetra Tech Tested By: ST Date: 04/27/22
Project Name: 2655 The Alameda Santa Clara, CA Computed By: NR Date: 04/28/22 Project No.: TET 22‐235E Checked by: AP Date: 05/04/22
Boring No.: Tt‐1
Sample No.: R‐8 Depth (ft): 20‐21.5
Sample Type: Mod. Cal.

Soil Description: Clay
Test Condition: Inundated Shear Type: Regular
Wet
Unit Weight
(pcf)
Dry
Unit Weight
(pcf)
Initial
Moisture
Content (%)
Final
Moisture
Content (%)
Initial Degree
Saturation
(%)
Final Degree
Saturation
(%)
Normal
Stress
(ksf)
Peak
Shear
Stress (ksf)
Ultimate
Shear
Stress (ksf)
2 1.296 1.236
3 1.764 1.714

DIRECT SHEAR TEST RESULTS
ASTM D 3080
117.4 88.8 32.2 33.3 97 100
0 1
2 3
0 0.1 0.2 0.3
Shear Stress (ksf)
Shear Deformation (Inches)
2 ksf 3 ksf
0 1
2 3
0123456
Shear Stress (ksf)
Normal Stress (ksf)
Peak Ultimate
Normal Stress:

Client: Tetra Tech Tested By: ST Date: 04/27/22
Project Name: 2655 The Alameda Santa Clara, CA Computed By: NR Date: 04/28/22 Project No.: TET 22‐235E Checked by: AP Date: 05/04/22
Boring No.: Tt‐2
Sample No.: R‐4 Depth (ft): 12.5‐14
Sample Type: Mod. Cal.

Soil Description: Lean Clay
Test Condition: Inundated Shear Type: Regular
Wet
Unit Weight
(pcf)
Dry
Unit Weight
(pcf)
Initial
Moisture
Content (%)
Final
Moisture
Content (%)
Initial Degree
Saturation
(%)
Final Degree
Saturation
(%)
Normal
Stress
(ksf)
Peak
Shear
Stress (ksf)
Ultimate
Shear
Stress (ksf)
1 0.792 0.744
2 1.294 1.188100

DIRECT SHEAR TEST RESULTS
ASTM D 3080
114.8 83.9 36.9 37.6 99
0 1
2 0 0.1 0.2 0.3
Shear Stress (ksf)
Shear Deformation (Inches)
1 ksf 2 ksf
0 1
2 3
0123456
Shear Stress (ksf)
Normal Stress (ksf)
Peak Ultimate
Normal Stress:

Client: Tetra Tech Tested By: LS Date: 04/27/22
Project Name: 2655 The Alameda Santa Clara, CA Computed By: NR Date: 05/03/22 Project No.: TET 22‐235E Checked by: AP Date: 05/04/22
Boring No.: Tt‐2
Sample No.: R‐6 Depth (ft): 17.5‐19
Sample Type: Mod. Cal.

DIRECT SHEAR TEST RESULTS
ASTM D 3080
121.1 95.8 26.4 28.2 94
0 1
2 3
0 0.1 0.2 0.3
Shear Stress (ksf)
Shear Deformation (Inches)
3 ksf
0 1
2 3
4 012345678
Shear Stress (ksf)
Normal Stress (ksf)
Peak Ultimate
Normal Stress:

DIRECT SHEAR TEST RESULTS
ASTM D 3080
123.7 100.5 23.0 25.0 92
0 1
2 3
0 0.1 0.2 0.3
Shear Stress (ksf)
Shear Deformation (Inches)
4 ksf
0 1
2 3
4 012345678
Shear Stress (ksf)
Normal Stress (ksf)
Peak Ultimate
Normal Stress:

Soil Description: Clay w/gravel
Test Condition: Inundated Shear Type: Regular
Wet
Unit Weight
(pcf)
Dry
Unit Weight
(pcf)
Initial
Moisture
Content (%)
Final
Moisture
Content (%)
Initial Degree
Saturation
(%)
Final Degree
Saturation
(%)
Normal
Stress
(ksf)
Peak
Shear
Stress (ksf)
Ultimate
Shear
Stress (ksf)
5 3.409 3.181
99 100

DIRECT SHEAR TEST RESULTS
ASTM D 3080
130.4 108.2 20.6 20.7
0 1
2 3
4 5
0 0.1 0.2 0.3
Shear Stress (ksf)
Shear Deformation (Inches)
5 ksf
0 1
2 3
4 5
0123456789 1 0
Shear Stress (ksf)
Normal Stress (ksf)
Peak Ultimate
Normal Stress:

Boring No. : Tt-1 Initial Dry Unit Weight (pcf): 89.8
Sample No.: R-8 Initial Moisture Content (%): 32.2
Depth (feet): 20-21.5 Final Moisture Content (%): 32.1
Sample Type: Mod Cal Assumed Specific Gravity: 2.7
Soil Description: Clay Initial Void Ratio: 0.88
Remarks: Swell= 0.25% upon inundation
Project Name: 2655 The Alameda Santa Clara, CA
Project No.: TET 22-235E
Date:

AP No: 22-0458 Sheet No: 1

CONSOLIDATION CURVE
ASTM D 2435 4/22/2022
0 1
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 0.1 1 10 100
CONSOLIDATION (Percent of Sample Thickness)
VERTICAL STRESS (ksf)
At Field Moisture After Saturation

Boring No. : Tt-2 Initial Dry Unit Weight (pcf): 83.9
Sample No.: R-4 Initial Moisture Content (%): 36.9
Depth (feet): 12.5-14 Final Moisture Content (%): 37.0
Sample Type: Mod Cal Assumed Specific Gravity: 2.7
Soil Description: Lean Clay Initial Void Ratio: 1.01
Remarks: Swell= 0.88% upon inundation
Project Name: 2655 The Alameda Santa Clara, CA
Project No.: TET 22-235E
Date:

AP No: 22-0458 Sheet No: 1

CONSOLIDATION CURVE
ASTM D 2435 4/22/2022
0 1
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 0.1 1 10 100
VERTICAL STRESS (ksf)
CONSOLIDATION (Percent of Sample Thickness)
At Field Moisture After Saturation

Boring No. : Tt-2 Initial Dry Unit Weight (pcf): 98.0
Sample No.: R-6 Initial Moisture Content (%): 26.4
Depth (feet): 17.5-19 Final Moisture Content (%): 26.3
Sample Type: Mod Cal Assumed Specific Gravity: 2.7
Soil Description: Clay Initial Void Ratio: 0.72
Remarks: Swell= 0.05% upon inundation
Project Name: 2655 The Alameda Santa Clara, CA
Project No.: TET 22-235E
Date:

AP No: 22-0458 Sheet No: 1

CONSOLIDATION CURVE
ASTM D 2435 4/22/2022
0 1
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 0.1 1 10 100
CONSOLIDATION (Percent of Sample Thickness)
VERTICAL STRESS (ksf)
At Field Moisture After Saturation

Boring No. : Tt-2 Initial Dry Unit Weight (pcf): 102.2
Sample No.: R-8 Initial Moisture Content (%): 23.0
Depth (feet): 25-26.5 Final Moisture Content (%): 23.3
Sample Type: Mod Cal Assumed Specific Gravity: 2.7
Soil Description: Clay Initial Void Ratio: 0.65
Remarks: Swell= 0.24% upon inundation
Project Name: 2655 The Alameda Santa Clara, CA
Project No.: TET 22-235E
Date:

AP No: 22-0458 Sheet No: 1

CONSOLIDATION CURVE
ASTM D 2435 4/22/2022
0 1
2 3
4 5
6 7
8 9
10 11
12 13
14 0.1 1 10 100
CONSOLIDATION (Percent of Sample Thickness)
VERTICAL STRESS (ksf)
At Field Moisture After Saturation

Boring No. : Tt-2 Initial Dry Unit Weight (pcf): 108.0
Sample No.: R-10 Initial Moisture Content (%): 20.6
Depth (feet): 35-36.5 Final Moisture Content (%): 20.5
Sample Type: Mod Cal Assumed Specific Gravity: 2.7
Soil Description: Clay w/gravel Initial Void Ratio: 0.56 Remarks: Swell= 0.02% upon inundation
Project Name: 2655 The Alameda Santa Clara, CA
Project No.: TET 22-235E
Date:

AP No: 22-0458 Sheet No: 1

CONSOLIDATION CURVE
ASTM D 2435 4/22/2022
0 1
2 3
4 5
6 7
8 9
10 11
12 13
14 0.1 1 10 100
CONSOLIDATION (Percent of Sample Thickness)
VERTICAL STRESS (ksf)
At Field Moisture After Saturation

Boring No. : Tt-2 Initial Dry Unit Weight (pcf): 101.0
Sample No.: R-12 Initial Moisture Content (%): 24.5
Depth (feet): 45-46.5 Final Moisture Content (%): 24.4
Sample Type: Mod Cal Assumed Specific Gravity: 2.7
Soil Description: Lean Clay Initial Void Ratio: 0.67
Remarks: Swell= 0.15% upon inundation
Project Name: 2655 The Alameda Santa Clara, CA
Project No.: TET 22-235E
Date:

AP No: 22-0458 Sheet No: 1

CONSOLIDATION CURVE
ASTM D 2435 4/22/2022
0 1
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 0.1 1 10 100
CONSOLIDATION (Percent of Sample Thickness)
VERTICAL STRESS (ksf)
At Field Moisture After Saturation

EXPANSION INDEX TEST RESULTS
ASTM D 4829
Client Name: Tetra Tech AP Job No.: 22-0458
Project Name: 2655 The Alameda Santa Clara, CA Date: 04/27/22 Project No.: TET 22-235E
Boring Sample Depth Soil Description Molded Molded Init. Degree Measu red Corrected No. No. (ft) Dry Density Moisture Saturation Expansion Expansion (pcf) Content (%) (%) Index Index
Tt-1 SK-1 0-5 Clayey Sand 114.2 8.4 48.0 5 4

ASTM EXPANSION CLASSIFICATION
Classification
V. Low
Low
Medium
High
V. High
Expansion Index
0-20
21-50
51-90
91-130
>130

INITIAL FINAL
Tare ID or # X33 X31
grams 999.00 Wet Weight of Soil + Tare grams 256.8 436.5 grams 0.07 Dry Weight of Soil + Tare grams 228.3 338.9 % 0.01 Weight of Tare grams 10.5 10.5
% 100.0 * Moisture Weight grams 28.5 97.6
* Weight of Dry Soil grams 217.8 328.4
% 13.1 29.7
Sample Height inches 1.00
Sample Diameter inches 4.01

INITIAL FINAL
grams 595.5 595.5 DATE TIME DIAL  H %
Weight of Ring grams 202.2 202.2 4/25/2022 10:10 AM 0.0243 0.0 *Remolded Wet Weight grams 393.3 393.3 4/25/2022 10:20 AM 0.0243 0.0 *Wet Density pcf 118.6 112.5 0.0344 1.0
*Dry Density pcf 104.9 86.7 0.0378 1.3
Assumed/Measured Specific Gravity 2.7 2.7 0.0582 3.4
% 58.2 85.1 8:00 PM 0.0783 5.4
4/26/2022 8:30 PM 0.0783 5.4

0.0783 5.4
EI 54
0 to 20 CORRECTED EXPANSION INDEX
21 to 50 For degrees of Saturation ≠ 50%, >40% and <60% 51 to 90
90 to 130
>130

EXPANSION INDEX TEST
*Total
Dark Olive Gray CL Native
MG Tt-1, SPT-7
15-16.5ft

AFTER REMOLDING
*Degree of Saturation
Weight of Ring and Sample
*% Retained
*% Passing # 4 Sieve

SAMPLE DIMENSIONS
Medium
Very High
High
UNCORRECTED EXPANSION INDEXExpansion Potential
Very Low
60Low
* Moisture Content

SAMPLE PROCESSING
Sample Description:

Note: Sample Depth:

Total Air Dry Weight
Weight Retained on #4

MOISTURE CALCS
Percentage Passing #4 Sieve
Job Number: Da te Completed:

Tested By: Sample Identification:

EXPANSION INDEX
ASTM D4829
Job Name: Date Sampled: Tt Alameda
TET-22-235E
4/20/2022
4/28/2022
21700 Copley Drive Suite 200 * Diamond Bar, CA 91765 * Tel: (909) 860‐7777

CORROSION TEST RESULTS
Client Name: Tetra Tech AP Job No.: 22-0458
Project Name: 2655 The Alameda Santa Clara, CA Date: 04/27/22 Project No.: TET 22-235E
Boring Sample Depth Soil pH Sulfate Content Chloride Content No. No. (feet) Description (ppm) (ppm)
Tt-1 SK-1 0-5 Clayey Sand 9.1 22 20
Tt-2 SPT-3 10-11.5 Clay 7.9 510 25

NOTES: Resistivity Test and pH: California Test Method 643 Sulfate Content : California Test Method 417 Chloride Content : California Test Method 422
ND = Not Detectable
NA = Not Sufficient Sample
NR = Not Requested

Minimum
(ohm-cm)
3,458
Resistivity
1,010

Kapital Partners, LLC Due Diligence – Privileged and Confidential Project No. TET 22-235E Proposed Residential / Retail Development – 2655 The Alameda May 26, 2022

Appendix C

Seismic Demand

5/5/22, 5:13 PM U.S. Seismic Design Maps
https://seismicmaps.org 1/2
Alameda
Latitude, Longitude: 37.346191, -121.937395
Date 5/5/2022, 5:13:42 PM
Design Code Reference Document ASCE7-16
Risk Category II
Site Class E - Soft Clay Soil
Type Value Description
SS 1.5 MCER ground motion. (for 0.2 second period)
S1 0.6 MCER ground motion. (for 1.0s period)
SMS null -See Section 11.4.8 Site-modified spectral acceleration value SM1 null -See Section 11.4.8 Site-modified spectral acceleration value SDS null -See Section 11.4.8 Numeric seismic design value at 0.2 second SA SD1 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description
SDC null -See Section 11.4.8 Seismic design category
Fa null -See Section 11.4.8 Site amplification factor at 0.2 second Fv null -See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.508 MCEG peak ground acceleration
FPGA 1.192 Site amplification factor at PGA
PGAM 0.605 Site modified peak ground acceleration
TL 12 Long-period transition period in seconds
SsRT 2.027 Probabilistic risk-targeted ground motion. (0.2 second) SsUH 2.112 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.5 Factored deterministic acceleration value. (0.2 second) S1RT 0.756 Probabilistic risk-targeted ground motion. (1.0 second) S1UH 0.809 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration.

S1D 0.6 Factored deterministic acceleration value. (1.0 second) PGAd 0.508 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.96 Mapped value of the risk coefficient at short periods CR1 0.935 Mapped value of the risk coefficient at a period of 1 s 5/5/22, 5:20 PM Unified Hazard Tool
https://earthquake.usgs.gov/hazards/interactive/ 1/5
Unied Hazard Tool
 Input
U.S. Geological Survey - Earthquake Hazards Program
Please do not use this tool to obtain ground motion parameter values for the design code reference documents covered by the U.S. Seismic Design Maps web tools (e.g., the International Building Code and the ASCE 7 or 41 Standard). The values returned by the two applications are not identical.

Edition
Dynamic: Conterminous U.S. 2014 (up…
Latitude
Decimal degrees

37.346191
Longitude
Decimal degrees, negative values for western longitudes -121.937395
Site Class
180 m/s (D/E boundary)
Spectral Period
Peak Ground Acceleration
Time Horizon
Return period in years
2475
5/5/22, 5:20 PM Unified Hazard Tool
https://earthquake.usgs.gov/hazards/interactive/ 2/5
 Hazard Curve
View Raw Data
Hazard Curves
Time Horizon 2475 years
Peak Ground Acceleration

0.10 Second Spectral Acceleration

0.20 Second Spectral Acceleration

0.30 Second Spectral Acceleration

0.50 Second Spectral Acceleration

0.75 Second Spectral Acceleration

1.00 Second Spectral Acceleration

2.00 Second Spectral Acceleration

3.00 Second Spectral Acceleration

4.00 Second Spectral Acceleration

5.00 Second Spectral Acceleration
1e-2 1e-1 1e+0
Ground Motion (g)
1e-11
1e-10
1e-9
1e-8
1e-7
1e-6
1e-5
1e-4
1e-3
1e-2
1e-1
1e+0
Annual Frequency of Exceedence
Uniform Hazard Response Spectrum

0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0
Spectral Period (s)

0.0 0.5

1.0 1.5

2.0 2.5
Ground Motion (g)
Spectral Period (s): PGA
Ground Motion (g): 0.7774
Component Curves for Peak Ground Acceleration
Time Horizon 2475 years
System
Grid
Slab
Interface
Fault
1e-2 1e-1 1e+0
Ground Motion (g)
1e-14
1e-13
1e-12
1e-11
1e-10
1e-9
1e-8
1e-7
1e-6
1e-5
1e-4
1e-3
1e-2
1e-1
1e+0
Annual Frequency of Exceedence
5/5/22, 5:20 PM Unified Hazard Tool
https://earthquake.usgs.gov/hazards/interactive/ 3/5
 Deaggregation
Component
Total
ε = (- ∞ .. -2.5)
ε = [-2.5 .. -2)
ε = [-2 .. -1.5)
ε = [-1.5 .. -1)
ε = [-1 .. -0.5)
ε = [-0.5 .. 0)
ε = [0 .. 0.5)
ε = [0.5 .. 1)
ε = [1 .. 1.5)
ε = [1.5 .. 2)
ε = [2 .. 2.5)
ε = [2.5 .. + ∞ )
5 45
85 Closest Distance, rRup (km)
125
165
205
245
9 8.5
8 7.5
Magnitude (Mw)
7 6.5
6 5.5
5 4.5 5% Contribution to Hazard10 15 20
5 45
85 125
Closest Distance, rRup (km)
165
205
245
9 8.5
8 7.5
7 6.5
Magnitude (Mw)
6 5.5
5 4.5
5/5/22, 5:20 PM Unified Hazard Tool
https://earthquake.usgs.gov/hazards/interactive/ 4/5
Summary statistics for, Deaggregation: Total
Deaggregation targets
Return period: 2475 yrs
Exceedance rate: 0.0004040404 yr ⁻ ¹
PGA ground motion: 0.77738075 g
Recovered targets
Return period: 3388.4697 yrs
Exceedance rate: 0.00029511848 yr ⁻ ¹
Totals
Binned: 100 %
Residual: 0 %
Trace: 0.06 %
Mean (over all sources)
m: 6.98
r: 14.28 km
ε ₀: 2.06 σ
Mode (largest m-r bin)
m: 7.51
r: 14.34 km
ε ₀: 1.9 σ
Contribution: 11.3 %
Mode (largest m-r- ε₀ bin)
m: 7.52
r: 14.06 km
ε ₀: 1.8 σ
Contribution: 7.59 %
Discretization
r: min = 0.0, max = 1000.0, Δ = 20.0 km
m: min = 4.4, max = 9.4, Δ = 0.2
ε: min = -3.0, max = 3.0, Δ = 0.5 σ
Epsilon keys
ε 0: [- ∞ .. -2.5)
ε 1: [-2.5 .. -2.0)
ε 2: [-2.0 .. -1.5)
ε 3: [-1.5 .. -1.0)
ε 4: [-1.0 .. -0.5)
ε 5: [-0.5 .. 0.0)
ε 6: [0.0 .. 0.5)
ε 7: [0.5 .. 1.0)
ε 8: [1.0 .. 1.5)
ε 9: [1.5 .. 2.0)
ε 10: [2.0 .. 2.5)
ε 11: [2.5 .. + ∞ ]
5/5/22, 5:20 PM Unified Hazard Tool
https://earthquake.usgs.gov/hazards/interactive/ 5/5
Deaggregation Contributors
Source Set  Source Type r m ε0 lon lat az %
UC33brAvg_FM31 System 41.44
Hayward (So) [0] 12.55 7.09 1.99 121.840°W 37.428°N 43.13 11.73 San Andreas (Peninsula) [1] 16.82 7.88 1.89 122.081°W 37.247°N 229.27 10.41 Calaveras (Central) [9] 15.39 7.23 2.04 121.787°W 37.416°N 59.68 5.29 Hayward (So) [1] 12.72 6.80 2.11 121.856°W 37.441°N 34.34 2.08 Hayward (So) extension [6] 15.14 6.48 2.39 121.781°W 37.400°N 66.66 2.03 Monte Vista - Shannon [4] 11.08 7.21 1.87 122.012°W 37.267°N 216.70 1.54 Hayward (So) [2] 16.19 6.88 2.25 121.906°W 37.487°N 10.14 1.39 UC33brAvg_FM32 System 40.87
Hayward (So) [0] 12.55 7.10 1.98 121.840°W 37.428°N 43.13 11.50 San Andreas (Peninsula) [1] 16.82 7.88 1.89 122.081°W 37.247°N 229.27 10.70 Calaveras (Central) [9] 15.39 7.22 2.04 121.787°W 37.416°N 59.68 5.39 Hayward (So) [1] 12.72 6.80 2.11 121.856°W 37.441°N 34.34 2.17 Hayward (So) extension [6] 15.14 6.48 2.39 121.781°W 37.400°N 66.66 1.48 Hayward (So) [2] 16.19 6.87 2.26 121.906°W 37.487°N 10.14 1.44 Monte Vista - Shannon [4] 11.08 7.18 1.88 122.012°W 37.267°N 216.70 1.43 San Andreas (Santa Cruz Mts) [0] 19.86 7.24 2.29 122.002°W 37.175°N 196.74 1.03 UC33brAvg_FM32 (opt) Grid 8.85
PointSourceFinite: -121.937, 37.405 8.29 5.55 2.06 121.937°W 37.405°N 0.00 2.43 PointSourceFinite: -121.937, 37.405 8.29 5.55 2.06 121.937°W 37.405°N 0.00 2.43 UC33brAvg_FM31 (opt) Grid 8.84
PointSourceFinite: -121.937, 37.405 8.29 5.55 2.06 121.937°W 37.405°N 0.00 2.43 PointSourceFinite: -121.937, 37.405 8.29 5.55 2.06 121.937°W 37.405°N 0.00 2.43

0.0 0.5

1.0 1.5

2.0 0.01 0.1 1 10
Spectral Acceleration in %g
Period in Seconds
RISK TARGETED MAXIMUM CONSIDERED RESPONSE SPECTRA (MCEr) AND

DESIGN REPONSE SPECTRA
Site Specific MCEr 21.2.3
Design Site Specific Response Spectrum 21.3
DESIGN ACCELERATION PARAMETERS 21.4
SDS section 11.4.5 1.200 SDS from 0.9 *max above 0.2 s 0.900 SMS Section 11.4.3 1.800 SMS Section 21.4 1.350 SD1 Section 11.4.5 0.800 SD1 (maxTsa) 1.837 SM1 Section 11.4.3 1.200 SM1 Section 21.4 2.756

FINAL VALUES
SDS 0.960
SD1 1.837
SMS 1.440
SM1 2.756
Kapital Partners, LLC Due Diligence – Privileged and Confidential Project No. TET 22-235E Proposed Residential / Retail Development – 2655 The Alameda May 26, 2022

Appendix D

Liquefaction Evaluation
Project: Boring: Engineer: Date:

Total thickness of evaluated profile 32.5 feet
Profile thickness susceptible to liquefaction 2.5 feet
Number of evaluated intervals 9
Number of potentially liquefiable intervals 1
Average Factor of Safety of sandy intervals 0.18
Dry sand settlement 0.00 inches
Liquefaction settlement 1.00 inches
Total earthquake-induced settlement 1.00 inches
Liquefaction behavior Plasticity Index threshold
Saturated settlement threshold
Dry settlement threshold
Cyclic softening Plasticity Index threshold
Checks
In-Situ Groundwater depth 30.00 feet M 7.51 Groundwater depth check OK DESIGN Groundwater depth 4.00 feet PGA 0.605 Design groundwater/excavation depth check OK DESIGN Excavation depth 0.00 feet Fines correction method compatibility OK DESIGN Surcharge (fill) 0.00 feet Idris & Boulanger, 2004 method for CN not used Cetin 2009 settlement method not used
In-situ Design SPT-N N1,60 N1,60,cs
feet feet pcf pcf % – bpf bpf bpf – in in
0 4 112.7 120.0 35 10 8.0 15.3 20.8 – – - no groundwater 0.00 1.00 4 3.5 112.7 120.0 80 10 8.0 15.0 20.5 – – - clay-like behaviour 0.00 1.00

7.5 2.5 112.7 120.0 80 10 11.2 17.2 22.8 – – - clay-like behaviour 0.00 1.00 10 2.5 112.7 120.0 91 24 3.0 5.0 10.5 – 0.99 - clay-like behaviour 0.00 1.00

12.5 2.5 112.7 120.0 91 24 6.3 9.3 14.8 – 1.47 - clay-like behaviour 0.00 1.00 15 5 121.1 120.0 91 24 8.0 11.7 17.2 – 1.46 - clay-like behaviour 0.00 1.00 20 5 118.7 120.0 81 24 4.9 6.2 11.8 – 0.63 - clay-like behaviour 0.00 1.00 25 5 123.6 120.0 91 24 4.0 4.5 10.0 – 0.39 - clay-like behaviour 0.00 1.00 30 2.5 123.6 120.0 35 n/plastic 4.2 4.7 10.2 0.18 – - liquefieable (FS < 1.1) 1.00 1.00 Considered Blowcounts Factor of Safety Liquefaction potential rationale Layer Settlement
Cumulative
Settlement
Liquefaction Cyclic
softening
Version v2 2022-03
Depth to
Layer Top
Layer
Thickness
Total Unit Weight Fines % Plasticity
Index
Profile Earthquake loading
less or equal to 25% fines
greater or equal to 18
less or equal to 70% fines
less or equal to 7
Magnitude scaling factor MSF Idriss & Boulang. 2014 Idriss & Boulang. 2014 Liquefaction settlement Yoshimine et al., 2006 – w/ calibration Dry settlement Pradel, 1998a,b
Correction for overburden Kσ Idriss & Boulang. 2008, 2014 Idriss & Boulang. 2008, 2014 Cyclic resistance ratio of soil CRRCS Idriss & Boulang. 2004, 2014 Idriss & Boulang. 2004, 2014 Stress reduction factor rD Idriss 1999, I&B 2008,2014 Idriss 1999, I&B 2008,2014 Correction for overburden CN Idriss & Boulang. 2014 (N1)60cs Idriss & Boulang. 2014 (N1)60cs Liquefaction Evaluation Method Liquefaction Analysis Statistics Correction for fines content Idriss & Boulang. 2008, 2014 Idriss & Boulang. 2008, 2014 Summary of Liquefaction and Earthquake-Induced Settlement Analysis TET 22-235E
The Alameda Feasibility Study TT-1 FC 5/6/2022
Printed on 5/10/2022 at 2:18 PM Page 1 of 6 Tetra Tech
Design excavation depth 0.00 feet
Design groundwater depth 4.00 feetTT-1
0 5
10 15
20 25
30 35

0.0 0.5 1.0 1.5 2.0
Depth below Original Grade (ft)
Factor of Safety against Liquefaction and Cyclic Softening (middle of the layer)

LIQUEFACTION
NO

LIQUEFACTION
0 5
10 15
20 25
30 35
0 0.2 0.4 0.6 0.8 1 1.2
Depth below Original Grade (ft)
Settlement (in)
Printed on 5/10/2022 at 2:18 PM Page 3 of 6 Tetra Tech
Project: Boring: Engineer: Date:

Total thickness of evaluated profile 55 feet
Profile thickness susceptible to liquefaction 7.5 feet
Number of evaluated intervals 13
Number of potentially liquefiable intervals 2
Average Factor of Safety of sandy intervals 0.45
Dry sand settlement 0.00 inches
Liquefaction settlement 1.46 inches
Total earthquake-induced settlement 1.46 inches
Liquefaction behavior Plasticity Index threshold
Saturated settlement threshold
Dry settlement threshold
Cyclic softening Plasticity Index threshold
Checks
In-Situ Groundwater depth 30.00 feet M 7.51 Groundwater depth check OK DESIGN Groundwater depth 4.00 feet PGA 0.605 Design groundwater/excavation depth check OK DESIGN Excavation depth 0.00 feet Fines correction method compatibility OK DESIGN Surcharge (fill) 0.00 feet Idris & Boulanger, 2004 method for CN not used Cetin 2009 settlement method not used
In-situ Design SPT-N N1,60 N1,60,cs
feet feet pcf pcf % – bpf bpf bpf – in in
0 4 112.7 120.0 35 n/plastic 16.1 30.8 36.3 – – - no groundwater 0.00 1.46 4 3.5 112.7 120.0 91 10 16.1 27.1 32.6 – – - clay-like behaviour 0.00 1.46

7.5 5 112.7 120.0 91 10 4.0 6.2 11.7 – – - clay-like behaviour 0.00 1.46

12.5 2.5 112.7 120.0 91 26 4.2 6.3 11.8 – 1.01 - clay-like behaviour 0.00 1.46 15 2.5 112.7 120.0 91 26 4.0 5.5 11.0 – 0.76 - clay-like behaviour 0.00 1.46

17.5 2.5 121.1 120.0 91 26 4.9 6.9 12.4 – 0.83 - clay-like behaviour 0.00 1.46 20 2.5 118.7 120.0 70 5 5.0 6.6 12.2 0.22 – - liquefieable (FS < 1.1) 0.89 1.46

22.5 7.5 123.6 120.0 70 26 6.3 7.4 13.0 – 0.65 - clay-like behaviour 0.00 0.56 30 5 123.6 120.0 5 n/plastic 24.0 29.3 29.3 0.68 – - liquefieable (FS < 1.1) 0.56 0.56 35 5 130.5 120.0 65 8 4.9 5.2 10.8 – – - clay-like behaviour 0.00 0.00 40 5 130.5 120.0 65 8 5.0 5.1 10.7 – – - clay-like behaviour 0.00 0.00 45 5 125.7 120.0 65 8 7.0 7.0 12.6 – – - clay-like behaviour 0.00 0.00 50 5 125.7 120.0 65 8 8.0 7.8 13.4 – – - clay-like behaviour 0.00 0.00 Summary of Liquefaction and Earthquake-Induced Settlement Analysis TET 22-235E
The Alameda Feasibility Study TT-2 FC 5/6/2022
Liquefaction Evaluation Method Liquefaction Analysis Statistics Correction for fines content Idriss & Boulang. 2008, 2014 Idriss & Boulang. 2008, 2014 Correction for overburden CN Idriss & Boulang. 2014 (N1)60cs Idriss & Boulang. 2014 (N1)60cs Cyclic resistance ratio of soil CRRCS Idriss & Boulang. 2004, 2014 Idriss & Boulang. 2004, 2014 Stress reduction factor rD Idriss 1999, I&B 2008,2014 Idriss 1999, I&B 2008,2014 Dry settlement Pradel, 1998a,b
Correction for overburden Kσ Idriss & Boulang. 2008, 2014 Idriss & Boulang. 2008, 2014 Magnitude scaling factor MSF Idriss & Boulang. 2014 Idriss & Boulang. 2014 Liquefaction settlement Yoshimine et al., 2006 – w/ calibration less or equal to 7
Profile Earthquake loading
less or equal to 25% fines
greater or equal to 18
less or equal to 70% fines
Version v2 2022-03
Depth to
Layer Top
Layer
Thickness
Total Unit Weight Fines % Plasticity
Index
Considered Blowcounts Factor of Safety Liquefaction potential rationale Layer Settlement
Cumulative
Settlement
Liquefaction Cyclic
softening
Printed on 5/10/2022 at 2:18 PM Page 4 of 6 Tetra Tech
Design excavation depth 0.00 feet
Design groundwater depth 4.00 feetTT-2
0 10
20 30
40 50
60 0.0 0.5 1.0 1.5 2.0
Depth below Original Grade (ft)
Factor of Safety against Liquefaction and Cyclic Softening (middle of the layer)

LIQUEFACTION
NO

LIQUEFACTION
0 10
20 30
40 50
60 0 0.5 1 1.5 2 2.5
Depth below Original Grade (ft)
Settlement (in)
Printed on 5/10/2022 at 2:18 PM Page 6 of 6 Tetra Tech

Sample No.

Sample
Depth
(ft)
Groundwater
Depth
(ft)
Assumed Total
Unit Weight
above GWT
(pcf)
assumed Total
Unit Weight
below GWT
(pcf)
USCS
Classification
Sample
Moisture
Content
(%)
Dry Unit
Weight at this
depth
(pcf)
Liquid
Limit
Plastic
Limit
Assumed
Specific
Gravity
Plasticity
Index
Total Unit
Weight
(pcf)
Saturated
Moisture Content
(%)
Liquidity
Index
Approximate
Effective Vertical
Stress (atm)
Sensitivity
from Peck,
Mesri (1996)
Tt-1 SPT-7 15 4 115 118 CL 34 84 42 18 2.65 24 112.6 36.5 0.77 0.51 5.50 TT-2 SPT-5 7 4 121 121 CL 26 96 50 24 2.65 26 121.0 27.3 0.13 0.31 1.94 Sensitivity Analyses of Fine-Grained Materials

PHASE I ENVIRONMENTAL SITE ASSESSMENT
2665 The Alameda
Santa Clara, California

Prepared for:

Kapital Partners, LLC
Prepared by:

Tetra Tech
17885 Von Karman Ave, Suite 500
Irvine, CA 92614

May 30, 2022

Phase I Environmental Site Assessment 2665 The Alameda
May 2022 ES-1

EXECUTIVE SUMMARY
Tetra Tech performed a Phase I Environmental Site Assessment (ESA) on behalf of Kapital Partners, LLC for the property located at 2665 The Alameda, Santa Clara, California (Subject Property; Figure 1).

This Phase I ESA was completed to aid in the potential purchase of the Subject Property for development of student housing. This Phase I ESA was completed in general accordance with American Society for Testing and Materials (ASTM) Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process, E1527-13 and E1527-21 as well as All Appropriate Inquiries Final Rule 40 Code of Federal Regulations Part 312. The objective of this Phase I ESA is to identify Recognized Environmental Conditions (RECs), Historical RECs (HRECs), and Controlled RECs (CRECs) that affect the Subject Property.

The Subject Property is located at 2665 The Alameda and consists of a triangular parcel of fenced, vacant land in the city of Santa Clara and is identified by the Assessor Parcel Number 230-12-012. The Subject Property is bordered by The Alameda to the northeast, Park Avenue to the west, Bellomy Street to the northwest, and a Safeway parking lot to the south. Adjacent properties of note include various residence halls of Santa Clara University located to the east and northeast of the Property; a preschool and childcare center, Kids on Campus, to the northwest; University Cleaners to the southwest; and Pizza My Heart to the west.

To assess environmental conditions at the Subject Property, Tetra Tech reviewed land use history, geology, hydrogeology, and environmental records for the Subject Property and its general vicinity; conducted a visual site reconnaissance; and reviewed the completed questionnaires. During the course of performing this Phase I ESA, Tetra Tech identified the following RECs:

ASTM defines a REC as:
(1) the presence of hazardous substances or petroleum products in, on, or at the subject property due to a release to the environment; (2) the likely presence of hazardous substances or petroleum products in, on, or at the subject property due to a release or likely release to the environment; or (3) the presence of hazardous substances or petroleum products in, on, or at the subject property under conditions that pose a material threat of a future release to the environment.

The Subject Property is an active Leaking Underground Storage Tank (LUST) cleanup site under the San Francisco Bay Regional Water Quality Control Board (RWQCB). A former UNOCAL branded service station operated on the Subject Property from approximately 1930 to 1993. Site features included a station building, three product dispenser islands, four USTs, one waste oil UST, and a clarifier. In March 1993, the service station ceased operations and all above- and below-ground facilities were removed. Site assessments performed at the Subject Property since 1988 revealed petroleum hydrocarbon impacts to soil, soil vapor, and groundwater. A groundwater monitoring well network consisting of groundwater monitoring wells installed at and to the north of the Subject Property has been gauged and sampled generally on a quarterly basis since 1991. The groundwater flow direction beneath the Subject Property is predominantly to the north-northwest with a high variability in groundwater elevations since groundwater monitoring began. Remediation activities at the Subject Phase I Environmental Site Assessment 2665 The Alameda
May 2022 ES-2
Property have included the use of absorbent socks, soil excavation, soil vapor extraction, groundwater extraction and treatment, injection of oxygen release compound to enhance bioremediation, biosparging, ozone sparging, and sulfate applications. A request for closure was made in May 2020 under the Low-Threat Underground Storage Tank Case Closure Policy; however, the RWQCB has not granted closure for the Subject Property. The results of the latest groundwater monitoring event conducted in March 2022 indicates significant petroleum impacts remain on the Subject Property and have migrated offsite to the northwest. The presence of petroleum products at the Subject Property due to a release and the lack of regulatory closure is considered a REC.

ASTM defines an HREC as:

A previous release of hazardous substances or petroleum products affecting the subject property that has been addressed to the satisfaction of the applicable regulatory authority or authorities and meeting unrestricted use criteria established by the applicable regulatory authority or authorities without subjecting the subject property to any controls (for example, activity and use limitations or other property use limitations).

A historical recognized environmental condition is not a recognized environmental condition.

The HREC identified during the completion of this Phase I ESA is as follows:

A former gasoline service station located at 700 Bellomy Street (currently Pizza My Heart) is immediately west of the Subject Property across Park Avenue. A 2,500-gallon and a 750-gallon UST containing diesel/gasoline were discovered during excavation activities within the sidewalk of Park Avenue in 1994. Elevated concentrations of petroleum hydrocarbons were detected in soil samples collected from beneath the USTs and in groundwater. Three groundwater monitoring wells were installed at the northern portion of the property and within Park Avenue. The last groundwater monitoring event at this property was conducted in April 2002. Total Petroleum Hydrocarbons as gasoline (TPHg) was detected in groundwater samples at concentrations up to 2,630 micrograms per liter (μg/L) and benzene was detected in groundwater samples at concentrations up to 15.7 μg/L. The facility received a case closure letter from the Santa Clara Valley Water District on June 26, 2002 with the advisory that moderate levels of residual soil contamination exist in the vicinity of the former tank system beneath the sidewalk along Park Avenue. The release from the UST is considered a HREC as the petroleum impacts associated with the release from the property may have affected the Subject Property; however, the impacts have been addressed to the satisfaction of the regulatory authority.

ASTM defines a CREC as:

A recognized environmental condition affecting the subject property that has been addressed to the satisfaction of the applicable regulatory authority or authorities with hazardous substances or petroleum products allowed to remain in place subject to implementation of required controls (for example, activity and use limitations or other property use limitations).

No CRECs were identified during the completion of this Phase I ESA.

Phase I Environmental Site Assessment 2665 The Alameda
May 2022 i

TABLE OF CONTENTS
EXECUTIVE SUMMARY ............................................................................................................. ................ ES-1

1.0 INTRODUCTION .................................................................................................................. ........... 1-1

1.1 Purpose........................................................................................................................ .... 1-1

1.2 Scope of Services ............................................................................................................ 1-1

1.3 Significant Assumptions ................................................................................................. 1-1

1.4 Limitations and Exceptions of Assessments .................................................................. 1-1

1.5 User Reliance ................................................................................................................. .. 1-2

2.0 SITE DESCRIPTION .............................................................................................................. .......... 2-1

2.1 Subject Property Location .............................................................................................. 2-1

2.2 Current Use of Property .................................................................................................. 2-1

2.3 Site Improvements .......................................................................................................... 2-1

2.4 Current Uses of Adjoining Properties ............................................................................. 2-1

3.0 USER PROVIDED INFORMATION .................................................................................................... 3-1

3.1 Title Records .................................................................................................................... 3-1

3.2 Environmental Liens, Activities, or Use Limitations ...................................................... 3-1

3.3 Specialized Knowledge ................................................................................................... 3-1

3.4 Commonly Known or Reasonably Ascertainable Information ...................................... 3-1

3.5 Valuation Reduction for Environmental Issues .............................................................. 3-1

3.6 Owner, Property Manager and Occupant Information .................................................. 3-1

3.7 Reasons for Performing Phase I ESA
.............................................................................. 3-1

4.0 RECORDS REVIEW .......................................................................................................................... 4-1

4.1 Historical Use Information .............................................................................................. 4-1

4.1.1 Ownership Information .................................................................................. 4-1

4.1.2 Review of Aerial Photographs ........................................................................ 4-1

4.1.3 Review of Topographic Maps ......................................................................... 4-4

4.1.4 Review of City Directories ............................................................................... 4-4

4.2 Physical Setting Information .......................................................................................... 4-4

4.3 Regulatory Review .......................................................................................................... 4- 5

4.3.1 Federal Database Information ....................................................................... 4-9

4.3.2 State Database Information ......................................................................... 4-12

4.3.3 County Database Information ...................................................................... 4-19

4.3.4 Orphan Sites .................................................................................................. 4-19

4.3.5 Other Records Reviewed .............................................................................. 4-19

5.0 SITE RECONNAISSANCE ........................................................................................................... ..... 5-1

5.1 General Site Setting and Observations .......................................................................... 5-1

5.2 Site Reconnaissance Observations ................................................................................ 5-1

5.3 Methodology and Limitations......................................................................................... 5-1

5.4 Current Property Use ...................................................................................................... 5-1

5.5 Past Property Use ............................................................................................................ 5-1 Phase I Environmental Site Assessment 2665 The Alameda
May 2022 ii

5.6 Observations .................................................................................................................. . 5-2

5.6.1 Interior and Exterior Observations ................................................................. 5-2

5.6.2 Chemical Usage/Waste Storage ..................................................................... 5-2

5.6.3 Abandoned or Unidentified Containers ......................................................... 5-2

5.6.4 Catch Basins, Pits, Ponds, Lagoons and Drains ............................................. 5-2

5.6.5 Dry Wells .......................................................................................................... 5-2

5.6.6 Soil Staining .................................................................................................... 5-2

5.6.7 Vegetative Stress ............................................................................................. 5-2

5.6.8 Sheens ............................................................................................................. 5-2

5.6.9 Soil Disturbance .............................................................................................. 5-2

5.6.10 Odors ............................................................................................................... 5-2

5.6.11 Underground Storage Tanks .......................................................................... 5-3

5.6.12 Aboveground Storage Tanks .......................................................................... 5-3

5.6.13 Oil and Gas Wells/Activities ............................................................................ 5-3

5.6.14 Polychlorinated Biphenyl-Containing Materials ........................................... 5-3

5.6.15 Monitoring Wells and Soil Borings ................................................................. 5-3

5.6.16 Spills/Releases ................................................................................................ 5-3

5.6.17 Surface Debris ................................................................................................. 5-3

5.6.18 Hydraulic Equipment ...................................................................................... 5-3

5.6.19 Air Compressor Usage .................................................................................... 5-3

5.6.20 Asbestos-Containing Materials ....................................................................... 5-3

5.6.21 Lead-Based Paint and Other Lead-Con
taining Materials .............................. 5-4

5.6.22 Lead in Drinking Water ................................................................................... 5-4

5.6.23 Microbial Growth and Moisture Intrusion ...................................................... 5-4

5.6.24 Waste Disposal ................................................................................................ 5-4

5.6.25 Wastewater Discharges .................................................................................. 5-4

5.6.26 Storm Water Discharges ................................................................................. 5-4

5.6.27 Utilities ............................................................................................................ 5-4

5.7 Current Use of Adjoining Properties ............................................................................... 5-4

5.8 Past Use of Adjoining Properties .................................................................................... 5-4

5.8.1 Adjacent Property and Vicinity Findings ........................................................ 5-4

6.0 INTERVIEWS .................................................................................................................... ............... 6-1

6.1 User Questionnaire ......................................................................................................... 6- 1

6.2 Agency Records ............................................................................................................... 6-1

7.0 CONCLUSIONS AND RECOMMENDATIONS ................................................................................... 7-1

8.0 LIMITATIONS ................................................................................................................... ............... 8-1

9.0 SIGNATURE OF ENVIRONMENTAL PROFESSIONAL ...................................................................... 9-1

10.0 REFERENCES .................................................................................................................... ............ 10-1

Phase I Environmental Site Assessment 2665 The Alameda
May 2022 iii
TABLES
Table 1. Records Review ....................................................................................................... .................... 4-5

FIGURES
Figure 1 Site Location Map
Figure 2 Site Plan
Figure 3 Site Plan with Well Network

LIST OF APPENDICES
Appendix A Environmental Risk Informatio n Services (ERIS) Database Search Appendix B User Questionnaire / Landowne r Questionnaires and Agency Requests Appendix C Historical Aerials, City Directories and Topographic Maps Appendix D Previous Phase I Environmental Site Assessment Appendix E Photographic Log
Appendix F Resumes of Environmental Professionals
Phase I Environmental Site Assessment 2665 The Alameda
May 2022 iv

ACRONYMS AND ABBREVIATIONS
AST Aboveground storage tank
ASTM American Society for Testing and Materials
bgs below ground surface
CA California
CalEPA California Environmental Protection Agency
CERS California Environmental Reporting System
CHMIRS California Hazardous Material Incident Report System CORRACTS Corrective Action Report
CREC Controlled Recognized Environmental Condition
DTSC Department of Toxic Substances Control
ERIS Environmental Risk Information Services, Inc.

ENVIROSTOR EnviroStor Database
ESA Environmental Site Assessment
FINDS Facility Index System/Facility Registry System
FUDS Formerly Used Defense Sites
HREC Historical Recognized Environmental Condition
HWP Hazardous Waste Facilities
LUST leaking underground storage tank
NPL National Priorities List
Property 2665 The Alameda, Santa Clara, California
RCRA Resource Conservation and Recovery Act
RCRA-LQG RCRA large quantity generator
RCRA-SQG RCRA small quantity generator
REC Recognized Environmental Condition
SWRCB State Water Resources Control Board
Tetra Tech Tetra Tech, Inc.

TPHd Total Petroleum Hydrocarbons as diesel
TPHg Total Petroleum Hydrocarbons as gasoline
User Kapital Partners, LLC
UST Underground Storage Tank
Phase I Environmental Site Assessment 2665 The Alameda 1-1 May 2022

1.0 INTRODUCTION

1.1 PURPOSE
Tetra Tech performed a Phase I Environmental Site Assessment (ESA) on behalf of Kapital Partners, LLC (Kapital Partners; the User) for the property located at 2665 The Alameda, Santa Clara, California (Subject Property). This Phase I ESA was completed for the potential purchase and development of the Subject Property as student housing. This Phase I ESA was completed in general accordance with American Society for Testing and Materials (ASTM) Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process, E1527-13 and E1527-21 as well as the All Appropriate Inquiries Final Rule 40 Code of Federal Regulations Part 312. The objective of this Phase I ESA is to identify Recognized Environmental Conditions (RECs), Historical RECs (HRECs), and Controlled RECs (CRECs) that affect the Subject Property.

1.2 SCOPE OF SERVICES
The scope of services was defined by Tetra Tech’s proposal for the Subject Property dated December 8, 2021. The scope included a regulatory database review, historical and physical record review, interviews, a visual non-invasive site reconnaissance of the Subject Property and adjoining land, and preparation of this report.

1.3 SIGNIFICANT ASSUMPTIONS
Tetra Tech assumes that all information obtained from others for the Subject Property is correct and complete. Additionally, Tetra Tech assumes that the User provided Tetra Tech with all reasonably ascertainable prior environmental information concerning the Subject Property and that the User will read this report in its entirety.

1.4 LIMITATIONS AND EXCEPTIONS OF ASSESSMENTS
The findings and conclusions presented in this report are based on the procedures described in ASTM Practice E1527-13 and E1527-21. This report was prepared based on a review of data, as described therein, in accordance with generally accepted professional practices, applicable to work of similar nature and complexity of similar localities, at the time the services were performed. The scope of this report is limited in nature and intended to provide an evaluation of the current environmental conditions at the Subject Property at the time of the report preparation and does not constitute definitive review of all the potential environmental impairments and situations not otherwise ascertainable from the available information and observation.

It is important to recognize that even the most comprehensive scope of services may not detect all the environmental liabilities at a particular site. Therefore, nothing herein shall be construed as a representation or certification that the Subject Property is either fully characterized or is free of environmental impairments and/or contamination. This Phase I ESA conforms to the level of documentation required in ASTM Practice E1527-13 and E1527-21.

Phase I Environmental Site Assessment 2665 The Alameda 1-2 May 2022
To prepare this report, Tetra Tech relied on information as discussed in the report, which it believes to be reliable (refer also to the Environmental Risk Information Services, Inc. [ERIS] Disclaimer, Appendix A).

Tetra Tech has endeavored to meet what it believes is the applicable standard of care for the services performed and, in doing so, is obliged to advise Kapital Partners of Phase I ESA limitations. Tetra Tech believes that providing information about limitations is essential to help clients identify and thereby manage risks.

This Phase I ESA did not include any inquiry with respect to radon, methane, asbestos-containing material, lead-based paint, lead in drinking water, formaldehyde, endangered species, wetlands, subsurface investigation activities or other services or potential conditions or features not specifically identified and discussed herein. It is noted that inquiry into the above environmental issues are not required to meet ASTM Standard E1527-13 and E1527-21. In those instances where additional services or service enhancements are included in the report as requested or authorized by the client, specific limitations attendant to those services are presented in the text of the report.

This report represents Tetra Tech’s service to Kapital Partners as of the report date. In that regard, the report constitutes Tetra Tech’s final document, and the text of the report may not be altered in any manner after final issuance of the same. Opinions relative to environmental conditions given in this report are based on information derived from the most recent site reconnaissance and from other activities described herein. Kapital Partners is herewith advised that the conditions observed by Tetra Tech are subject to change. Certain indicators of the presence of hazardous materials may have been latent or not present at the time of the most recent site reconnaissance and may have subsequently become observable. In a similar manner, the research effort conducted for a Phase I ESA is limited.

Further, the services herein shall in no way be construed, designed, or intended to be relied upon as legal interpretation or advice.

1.5 USER RELIANCE
This report is an instrument of service of Tetra Tech and includes research and a review of specified and reasonably ascertainable information and a reconnaissance of the Subject Property to identify RECs in general accordance with ASTM Standard E1527-13 and E1527-21. Tetra Tech’s Phase I ESA was performed in accordance with generally accepted practices of the profession undertaken in similar studies at the same time and in the same geographical area, and Tetra Tech observed that degree of care and skill generally exercised by the profession under similar circumstances and conditions.

A User is defined by ASTM Practice E1527-13 and E1527-21 as the party seeking to use Practice E1527- 13 and E1527-21 to complete an ESA of a Subject Property and may include a potential purchaser of land in the property, a potential tenant of the property, an owner of the property, a lender, or a property manager. The scope of services and the report have been completed on behalf of and for the exclusive use by Kapital Partners (the User) solely for their use and reliance in the Phase I ESA of the Subject Property Kapital Partners is the only party to which Tetra Tech has explained the risks involved and which has been involved in the shaping of the scope of services needed to satisfactorily manage those risks, if any, from Kapital Partner’s point of view.

Phase I Environmental Site Assessment 2665 The Alameda 1-3 May 2022
Accordingly, Tetra Tech’s findings and opinions related in this report may not be relied upon by any party except for Kapital Partners without the consent of Tetra Tech.

Phase I Environmental Site Assessment 2665 The Alameda 2-1 May 2022

2.0 SITE DESCRIPTION

2.1 SUBJECT PROPERTY LOCATION
The Subject Property is located at 2665 The Alameda and consists of a triangular parcel of fenced, vacant land in the city of Santa Clara and is identified by the Assessor Parcel Number 230-12-012 (Figure 1). The Subject Property is bordered by The Alameda to the northeast, Park Avenue to the west, Bellomy Street to the northwest, and a Safeway parking lot to the south. Adjacent properties of note include various residence halls of Santa Clara University located to the east and northeast of the Property; a preschool and childcare center, Kids on Campus, to the northwest; University Cleaners to the southwest; and Pizza My Heart to the west (Figure 2).

2.2 CURRENT USE OF PROPERTY
The Subject Property is currently a vacant dirt lot. The Subject Property is fenced on all sides with an entrance gate located on Park Avenue.

2.3 SITE IMPROVEMENTS
The Subject Property is currently vacant and unimproved. The Subject Property is in a mixed-use commercial/residential area in Santa Clara, California. Santa Clara lies south of the San Francisco Bay, between the cities of San Jose and Sunnyvale, California. The Subject Property was previously used as a gas station; however, the USTs and any associated features have been removed. Numerous soil vapor extraction and groundwater monitoring wells remain on the Subject Property. The Subject Property has fencing on all sides. A paved sidewalk is present on all sides of the Subject Property boundary, except the southeast where a parking lot is located.

2.4 CURRENT USES OF ADJOINING PROPERTIES
The term adjoining property, as defined by the ASTM standard, means properties that border or are contiguous or partially contiguous with the Subject Property, or would be so but for a street, road, or other public thoroughfare separating them. The adjoining properties include a preschool to the northwest, various student residence halls to the north and northeast, commercial establishments to the west and southwest, a drycleaner (University Cleaners) is located southwest of the Subject Property and a parking lot is located to the south and southeast.

Phase I Environmental Site Assessment 2665 The Alameda 3-1 May 2022

3.0 USER PROVIDED INFORMATION

3.1 TITLE RECORDS
Title records were not provided to Tetra Tech by Kapital Partners for the Subject Property.

3.2 ENVIRONMENTAL LIENS, ACTIVITIES, OR USE LIMITATIONS Kapital Partners, as the User of this Phase I ESA, indicated they are not aware of environmental cleanup liens against the Subject Property that are filed or recorded under federal, tribal, state, or local law. Kapital Partners has also indicated based on the past usage of the Subject Property, there may be potential activity use limitations, such as engineering controls, or land use restrictions or institutional controls that are in place on the Subject Property and/or have been filed or recorded in a registry under federal, state, or local law. Kapital Partners responses to the All Appropriate Inquiry User Questionnaire are included in Appendix B and have been incorporated into this Phase I ESA.

3.3 SPECIALIZED KNOWLEDGE
Kapital Partners, as the User of this Phase I ESA, indicated that it does not have any specialized knowledge or experience related to the Subject Property or nearby properties Kapital Partners is not involved in the same line of business as the current or former occupants of the subject property or on adjoining properties so it would have no knowledge of the chemicals and processes used by current or former occupants.

3.4 COMMONLY KNOWN OR REASONABLY ASCERTAINABLE INFORMATION Kapital Partners, as the User of this Phase I ESA, have indicated that it is aware of commonly known or reasonably ascertainable information about the Subject Property that would help the environmental professional to identify conditions indicative of releases or threatened releases. Kapital Partners is aware that the past use of the Subject Property has been for a gasoline station and that remediation activities have taken place, but it is not aware of specific chemicals that are or may have been present on the Subject Property.

3.5 VALUATION REDUCTION FOR ENVIRONMENTAL ISSUES
Kapital Partners verified the price being paid for the area purchased reasonably reflects the fair market value of the Subject Property.

3.6 OWNER, PROPERTY MANAGER AND OCCUPANT INFORMATION
The Subject Property is owned by Chevron and is currently vacant.

3.7 REASONS FOR PERFORMING PHASE I ESA
The Phase I ESA was requested by Kapital Partners to evaluate existing environmental conditions, if any, as they pertain to the proposed purchase and development of the Subject Property for student housing.

Phase I Environmental Site Assessment 2665 The Alameda 4-1 May 2022

4.0 RECORDS REVIEW

4.1 HISTORICAL USE INFORMATION
The purpose of the record review was to obtain and review reasonably ascertainable records that will help identify RECs. Tetra Tech contracted with ERIS to conduct a search of required federal, state, and tribal databases. A copy of the City Directory, Aerial Maps, Topography Maps, and Physical Settings Report generated on February 28, 2022, is included in Appendix C of this report.

4.1.1 Ownership Information
Owner/occupant questionnaire was not completed by Chevron. Based on the information gathered from various databases including the GeoTracker website, the lack of completed questionnaire is not considered a significant data gap.

4.1.2 Review of Aerial Photographs
Year Property Surrounding Properties Sources
1931 A building is present on the
Subject Property
N: CA-82 is present northeast of the Subject Property. There are several paved roads and developments.

E: There appears to be construction of a large university building along with other university buildings.

S: There appears to be a facility with several buildings immediately south of the Subject Property. Other vacant lots and residential buildings are present further south.

W: The area immediately west of the Subject Property is a vacant lot. Further west there are residential buildings.

A(1931)
1939
The Subject Property appears
to be in similar configuration
to the previous year.

N: The Alameda and Park Avenue are now clearly paved. There are several paved roads and developments further north of the Property
E: There appears to be construction of a large university building along with other university buildings.

S: The buildings associated with the apparent facility south of the Subject Property are no longer present. A vacant lot further south has been graded.

W: Buildings are now present in the lot immediately west of the Subject Property. Further west there are residential buildings.

A(1939)
1948
Several structures are now
present on the Subject
Property.

N: The area immediately north of the Subject Property consists of many small buildings
E: Several university buildings are present in the immediate vicinity of the Subject Property. Other buildings are present further east.

S: Several buildings and structures are now present in the lot immediately south of the Subject Property. Residential
developments are present further south.

W: The lot immediately west of the Subject Property now has several buildings present.

A(1948)
Phase I Environmental Site Assessment 2665 The Alameda 4-2 May 2022
Year Property Surrounding Properties Sources
1956
The Subject Property appears
to be in similar configuration
to the previous year.

N: Some of the buildings that were present north of the Subject Property have been cleared. The lot north of the Subject Property appears mostly vacant.

E: The area immediately east of the Subject Property has a similar configuration to the previous aerials.

S: Several buildings are present in the lot immediately south of the Subject Property. The area further south consists of paved roads and residential developments.

W: The area immediately west of the Subject Property has a similar configuration to the previous aerial.

A(1956)
1960
A circular structure is now
clearly present in the southern
portion of the Subject
Property. Several small square
structures are present in the
center of the Subject Property.

N: The area north of the Subject Property appears to be in similar configuration to the previous year, with the exception of the addition of several buildings in the lot to the north.

E: The area immediately east of the Subject Property has a similar configuration to the previous year.

S: The lot immediately south of the Subject Property appears to have more structures and development than the previous year.

W: The area immediately west of the Subject Property has a similar configuration to the previous year.

A(1960)
1965
A rectangular structure is now
present in the southern
portion of the Subject
Property. The square
structures in the center of the
Subject Property are no longer
visible.

N: A parking lot and athletic facility is now clearly present further north of the Subject Property. Several buildings have been constructed immediately north of the Subject Property at the university.

E: The area immediately east of the Subject Property has a similar configuration to the previous year.

S: The structures present immediately south of the Subject Property have been removed and the Subject Property
appears vacant except for a few small structures.

W: The area immediately west of the Subject Property has a similar configuration to previous years. Washington Street is now visible further west of the Subject Property.

A(1965)
1968
The Subject Property appears
to be in similar configuration
to the previous year.

N: The area north of the Subject Property is in similar configuration to previous years.

E: The area east of the Subject Property is in similar
configuration to previous years
S: A large building and a parking lot are now present in the lot immediately south of the Subject Property.

W: The area west of the Subject Property is in similar
configuration to previous years.

A(1968)
1974
The Subject Property appears
to be in a similar configuration
as the previous years.

N: The area north of the Subject Property is in similar configuration to previous years except for construction that appears to be taking place in the parking lot adjacent to the athletic facility.

E: The area east of the Subject Property is in similar
configuration to previous years.

S: The area south of the Subject Property is in similar configuration to previous years.

W: The area west of the Subject Property is in similar
configuration to previous years.

A(1974)
1980 Several structures are visible
on the Subject Property.

No significant changes could be discerned in the surrounding properties to the Subject Property. A(1980)
Phase I Environmental Site Assessment 2665 The Alameda 4-3 May 2022
Year Property Surrounding Properties Sources
1987
The Subject Property appears
to be in a similar configuration
as the previous years.

N: The area north of the Subject Property is in similar configuration to previous years.

E: The lot immediately east of the Subject Property has been cleared.

S: The area south of the Subject Property is in similar configuration to previous years.

W: The area west of the Subject Property is in similar
configuration to previous years.

A(1987)
1993
There does not appear to be
any buildings or structures
present on the Subject
Property.

N: The area north of the Subject Property is in similar configuration to previous years.

E: The lot immediately east of the Subject Property appears vacant except for two buildings.

S: The area south of the Subject Property is in similar configuration to previous years.

W: The area west of the Subject Property is in similar
configuration to previous years.

A(1993)
2003
The Subject Property appears
to be in a similar configuration
as the previous years.

N: The area north of the Subject Property is in similar configuration to previous years.

E: The lot immediately east of the Subject Property now has several buildings and parking lots. Another baseball field has been constructed in the athletic facility.

S: The area south of the Subject Property is in similar configuration to previous years.

W: The area west of the Subject Property is in similar
configuration to previous years.

A(2003)
2005
The Subject Property appears
to be in a similar configuration
as the previous years.

No significant changes could be discerned in the surrounding properties to the Subject Property. A(2005)
2010
The Subject Property appears
to be in a similar configuration
as the previous years.

No significant changes could be discerned in the surrounding properties to the Subject Property. A(2010)
2012
The Subject Property appears
to be in a similar configuration
as the previous years.

No significant changes could be discerned in the surrounding properties to the Subject Property. A(2012)
2014
The Subject Property appears
to be in a similar configuration
as the previous years.

No significant changes could be discerned in the surrounding properties to the Subject Property. A(2014)
2016
The Subject Property appears
to be in a similar configuration
as the previous years.

No significant changes could be discerned in the surrounding properties to the Subject Property. A(2016)
2018
The Subject Property appears
to be in a similar configuration
as the previous years.

No significant changes could be discerned in the surrounding properties to the Subject Property. A(2018)
2020
The Subject Property appears
to be in a similar configuration
as the previous years.

No significant changes could be discerned in the surrounding properties to the Subject Property. A(2020)
N= North, E = East, S = South, W = West
Sources:

A = aerial photograph (year in parentheses)
NA = not applicable (no sources found)
Phase I Environmental Site Assessment 2665 The Alameda 4-4 May 2022
No RECs were specifically identified from review of historical aerial photographs.

4.1.3 Review of Topographic Maps
A review of U.S. Geological Survey topographic maps was conducted for the years 1889, 1897, 1899, 1953, 1961, 1968, 1973, 1980, and 2015. The 1889 Quadrangle includes the Monterey Line Railway, which runs from the northwest to the southeast in relation to the Subject Property. The Guadalupe River is also visible northeast of the Subject Property. Building developments are present to the west and to the southeast of the Subject Property. No significant changes could be discerned on the 1897 and 1899 Quadrangles from the 1889 Quadrangles. There are significant developments in the vicinity around the Subject Property on the 1953 Quadrangle. Santa Clara University and San Jose Municipal Airport are now visible north of the Subject Property. The lot immediately east of the Subject Property has water tanks, buildings, and athletic fields present. With the exception of building developments, no significant changes could be discerned on the 1961 Quadrangle. The 1968 Quadrangle shows the development of several buildings in the lots east and north of the Subject Property. No significant changes were notes in the 1973, 1980, and 2015 Quadrangles.

4.1.4 Review of City Directories
A review of city directories for the years 1930, 1935, 1940, 1945, 1950, 1955, 1961, 1966, 1971, 1976, 1981, 1987, 1990-1991, 1995-1996, 2001-2002, 1006, 2012, 2016, and 2020 was performed for 2550- 2710 of The Alameda, 2850-3000 of Park Avenue and 700-799 of Bellomy Street. The results of the city directory search indicate mixed use of commercial and residential listings. Gas stations were listed at 2725 The Alameda from 1935 through 1955 under the names of Union Service Station (1935, 1940, and 1945), Rosensweig Henry gas station (1950), Faler’s Union gas station (1955) and at 2665 The Alameda from 1961 through 1987 (inferred from the 1971 listing) under University Union Service (1961, 1966, 1971, 1976, 1981, 1987). Pacific Manufacturing was listed at 2610 The Alameda in 1935, 1940, 1945, 1950, 1955, and 1961.

4.2 PHYSICAL SETTING INFORMATION
The Subject Property is located within the Santa Clara Valley. The Santa Clara Valley is confined on the west by the Santa Cruz Mountains Coast Range and the east by the Diablo Range. The Valley is an alluvial basin that deposits into the San Francisco Bay to the north. Two major faults run along the basin, the San Andreas fault to the west and the Hayward and Calaveras faults to the east. The Valley is filled with Jurassic-aged volcanic and metamorphic rocks, Franciscan Complex and Coast Range ophiolite complex, which are in turn overlain by Pliocene-age marine strata of the Monterey Formation. Surficial deposits include Pliocene and younger non-marine strata, which are widespread in outcrops and in the subsurface of the southwestern Santa Clara Valley, include the Pliocene and Pleistocene Santa Clara Formation and overlying, unnamed Quaternary deposits.

Regionally, the Subject Property lies within the Santa Clara Subbasin of the Santa Clara Valley Groundwater Basin which has a surface area of approximately 240 square miles and is made up of permeable valley fill alluvium. The Subbasin’s eastern and western geologic boundaries are formed by the impermeable bedrock of the Diablo Range and Santa Cruz Mountains, respectively. The Subbasin’s northern geologic boundary is formed by contact with low permeability bay mud deposits Phase I Environmental Site Assessment 2665 The Alameda 4-5 May 2022
at San Francisco Bay, and the southern geologic boundary is the Coyote Narrows south of the City of San Jose. The Subbasin is filled with alluvium that has washed down from the surrounding mountains and range in thickness from about 200 feet along the Valley’s edges to over 1,300 feet in the Valley’s interior. The water-bearing formations of the Subbasin include the Santa Clara Formation and the Quaternary deposits which are the most important water-bearing units in the Subbasin. The permeability of the Valley alluvium is generally high and principally all large production wells derive their water from it (DWR 1975).

Previous assessments conducted on the Subject Property indicate soils in the vicinity consist primarily of clays interbedded with silts and silty sands to a depth of approximately 22 feet below ground surface (bgs). Soils observed from approximately 22 to 40 feet bgs consisted primarily of silty sands interbedded with silts. Silts and clayey silts with sand, fine sands, and gravelly sands interbedded with silty clays and gravelly clays were generally observed from 40 to 55 feet bgs. Silty clay and clayey silt were observed below 55 feet bgs (IT 2001). The Physical Settings Report from ERIS is included in Appendix A.

4.3 REGULATORY REVIEW
The purpose of the record review is to obtain and review reasonably ascertainable records that will help identify RECs. For this review, records were obtained from ERIS under order number 22022400175 on February 28, 2022 (ERIS 2022). The ERIS report is included in Appendix A. As noted under ASTM, information requested and not received within 20 days after the report date is not required to be incorporated into Phase I ESA reports. Remaining regulatory support data will be maintained with the Tetra Tech project file. The ERIS search area, as shown on ERIS Area/Corridor Report located in Appendix A, includes the Subject Property plus a minimum 1-mile radius.

Table 1. Records Review
Data Source*
Search
Distance,
Miles
# Of
Records on
Property
# Of Records
Within
Search Area
Federal
Facility Response Plan (FRP) 0.25 0 0
National Priority List (NPL) 1.0 0 0
National Priority List – Proposed 1.0 0 0
Deleted NPL 0.5 0 0
Superfund Enterprise Management System (SEMS) List 8R Active Site Inventory 0.5 0 0 Inventory of Open Dumps (ODI) 0.5 0 0
SEMS List 8R Archive Sites (SEMS ARCHIVE) 0.5 0 2
Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS)

0.5 0 2
Open Dumps on Indian Lands 0.5 0 0
CERCLIS – No Further Remedial Action Planned 0.5 0 2
CERCLIS Liens PO 0 0
Resource Conservation and Recovery Act Corrective Action (RCRA CORRACTS) 1.0 0 2 Phase I Environmental Site Assessment 2665 The Alameda 4-6 May 2022
Data Source*
Search
Distance,
Miles
# Of
Records on
Property
# Of Records
Within
Search Area
RCRA non-CORRACTS TSD Facilities (RCRA TSD) 0.5 0 7
RCRA Generator List (RCRA LQG) 0.25 0 0
RCRA Small Quantity Generators List (RCRA SQG) 0.25 0 0 RCRA Conditionally Exempt and Very Small Quantity Generators List 0.25 0 0 RCRA Non-Generators (RCRA Non-Gen) 0.25 0 13
Federal Engineering Controls (FED ENG) 0.5 0 0
Federal Institutional Controls (FED INST) 0.5 0 0
Emergency Response Notification System 1982-1986 PO 0 0 Emergency Response Notification System 1987-1989 PO 0 0 Emergency Response Notification System (ERNS) PO 0 0
The Assessment, Cleanup and Redevelopment Exchange System (ACRES) Brownfield Database

0.5 0 0
FEMA Underground Storage Tank Listing (FEMA UST) 0.25 0 0 Petroleum Refineries (REFN) 0.25 0 0
Petroleum Product and Crude Oil Rail Terminals (BULK TERMINALS) 0.25 0 0 LIEN on Property (SEMS LIEN) PO 0 0
Superfund Decision Documents (SUPERFUND ROD) 1.0 0 0
PFOA/PFOS Contaminated Sites (PFAS NPL) 0.5 0 0
Facility Registry Service/Facility Index (FINDS/FRS) PO 2 4 Toxics Release Inventory (TRI) Program (TRIS) PO 0 0
Perfluorinated Alkyl Substances (PFAS) Releases (PFAS Water) 0.5 0 0 Hazardous Materials Information Reporting System (HMIRS) 0.125 0 0 National Clandestine Drug Labs (NCDL) 0.125 0 0
Toxic Substances Control Act (TSCA) 0.125 0 0
Hist TSCA 0.125 0 0
FTTS Administrative Case Listing (FTTS ADMIN) PO 0 0
FTTS Inspection Case Listing (FTTS INSP) PO 0 0
Potentially Responsible Parties List (PRP) PO 0 0
State Coalition for Remediation of Drycleaners Listing (SCRD DRYCLEANER) 0.5 0 0 Integrated Compliance Information System (ICIS) PO 0 0
Drycleaner Facilities (FED DRYCLEANERS) 0.25 0 0
Delisted Drycleaner Facilities (DELISTED FED DRY) 0.25 0 0 Formerly Used Defense Sites (FUDS) 1.0 0 1
PHMSA Pipeline Safety Flagged Incidents (PIPELINE INCIDENTS) PO 0 0 Material Licensing Tracking System (MLTS) PO 0 0
Historic Material Licensing Tracking System (MLTS) sites PO 0 0 Mines Master Index File (MINES) 0.25 0 0
Phase I Environmental Site Assessment 2665 The Alameda 4-7 May 2022
Data Source*
Search
Distance,
Miles
# Of
Records on
Property
# Of Records
Within
Search Area
Mineral Resource Data System (MRDS) 1.0 0 2
Alternative Fueling Stations (ALT FUELS) 0.25 0 6
Registered Pesticide Establishments (SSTS) 0.25 0 0
Polychlorinated Biphenyl (PCB) Notifiers 0.5 0 0
State
State Response Sites (RESPONSE) 1.0 0 1
EnviroStor Database (ENVIROSTOR) 1.0 0 26
Delisted State Response Sites (DELISTED ENVS) 1.0 0 0
Solid Waste Information System (SWF/LF) 0.5 0 0
Waste Management Unit Database (WMUD) 0.5 0 0
EnviroStor Hazardous Waste Facilities (HWP) 1.0 0 4
Sites Listed in the Solid Waste Assessment Test (SWAT) Program Report 0.5 0 0 Land Disposal Sites (LDS) 0.5 0 0
Leaking Underground Fuel Tank Reports (LUST) 0.5 1 24
Delisted Leaking Storage Tanks (DELISTED LST) 0.5 0 0
Permitted Underground Storage Tank (UST) in GeoTracker (UST) 0.25 0 0 Proposed Closure of Underground Storage Tank Cases (UST CLOSURE) 0.5 0 0 Historical Hazardous Substance Storage Information Database (HHSS) 0.25 3 5 Statewide Environmental Evaluation and Planning System (UST SWEEPS) 0.25 1 2 Aboveground Storage Tanks (AST) 0.25 0 3
Oil and Gas Facility Tanks (TANK OIL GAS) 0.25 0 0
Delisted Storage Tanks (DELISTED CTNK) 0.25 0 28
California Environmental Reporting System (CERS) Tanks (CERS TANK) 0.25 0 0 Site Mitigation and Brownfields Reuse Program Facility Sites with Land Use Restrictions (LUR)

0.5 0 1
Hazardous Waste Management Program Facility Sites with Deed / Land Use Restrictions (HLUR)

0.5 0 0
Deed Restrictions and Land Use Restrictions (DEED) 0.5 0 1 Voluntary Cleanup Program (VCP) 0.5 0 2
GeoTracker Cleanup Program Sites (CLEANUP SITES) 0.5 0 5 Delisted County Records (DELISTED COUNTY) 0.25 0 0
Delisted California Environmental Reporting System (CERS) Tanks (DELISTED CTNK)

0.25 0 28
Historical Hazardous Substance Storage Container Information (HIST TANK)

0.25 3 6
Cal Sites Database (CALSITES) 0.5 0 2
Dry Cleaning Facilities (DRYCLEANERS) 0.25 0 0
Delisted Drycleaners 0.25 0 0
Phase I Environmental Site Assessment 2665 The Alameda 4-8 May 2022
Data Source*
Search
Distance,
Miles
# Of
Records on
Property
# Of Records
Within
Search Area
Non-Toxic Dry-Cleaning Incentive Program (DRYC GRANT) 0.25 0 0 Per- and Polyfluoroalkyl Substances (PFAS) 0.5 0 0
PFOA/PFOS Groundwater 0.5 0 0
Hazardous Waste and Substances Site List – Site Cleanup (HWSS CLEANUP)

0.5 0 0
List of Hazardous Waste Facilities Subject to Corrective Action (DTSC HWF)

0.5 0 0
EnviroStor Inspection, Compliance, and Enforcement
(INSP COMP ENF)

1.0 0 2
School Property Evaluation Program Sites (SCH) 1.0 0 0
California Hazardous Material Incident Report System (CHMIRS) PO 0 0 Hazardous Waste Manifest Data (HAZNET) PO 3 10
Historical California Hazardous Material Incident Report System (HIST CHMIRS)
PO 0 0
Historical Hazardous Waste Manifest Data (HIST MANIFEST) PO 2 3 Historical Cortese List (HIST CORTESE) 0.5 0 0
Cease and Desist Orders and Cleanup and Abatement Orders (CDO/CAO) 0.5 0 0 California Environmental Reporting System (CERS) Hazardous Waste Sites (CERS HAZ)

0.125 0 3
Mines Listing (MINE) 1.0 0 0
Delisted Environmental Reporting System (CERS) Hazardous Waste Sites (DELIST HAZ)

0.5 0 2
Sites in GeoTracker (GEOTRACKER) 0.125 0 0
Waste Discharge Requirements (WDR) 0.25 0 0
Toxic Pollutant Emissions Facilities (EMISSIONS) 0.25 0 0 Clandestine Drug Lab Sites (CDL) 0.125 0 0
Tribal
Leaking Underground Storage Tanks (LUSTs) on Indian Lands (Indian LUST) 0.5 0 0 Underground Storage Tanks (USTs) on Indian Lands (Indian UST) 0.25 0 0 Delisted Tribal Leaking Storage Tanks (DELISTED ILST) 0.5 0 0 Delisted Tribal Underground Storage Tanks (DELISTED LUST) 0.25 0 0 County
Santa Clara County – Local Oversight Program Listing (LOP SANTACLARA) 0.5 1 24 Santa Clara County – Historic Solvent Case Listing (HSOL SANTACLARA) 0.5 0 2 PO – Subject Property Only
* Not all databases are listed in this table. A complete listing of databases searched are included in Appendix A.

Phase I Environmental Site Assessment 2665 The Alameda 4-9 May 2022

4.3.1 Federal Database Information
Federal databases were searched for environmental records associated with the Subject Property and adjoining properties within a 1-mile radius, as listed in Table 1.

SEMS List 8R Archive Sites (SEMS ARCHIVE). The Superfund Enterprise Management System (SEMS) Archived Site Inventory displays site and location information at sites archived from SEMS. An archived site is one at which EPA has determined that assessment has been completed and no further remedial action is planned under the Superfund program at this time. There are two archive sites listed on this database.

The Santa Clara University at 820 Alviso Street, 0.12 miles southwest of the Subject Property is listed on the SEMS Archive. The PG&G Gas Plant Santa Clara located at COR Benton and Railroad Avenue,

0.48 miles north of the Subject Property is also listed on the Archive. However, based on the nature of the listings, these facilities are not considered a REC to the Subject Property.

Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS). CERCLIS is a database of potential and confirmed hazardous waste sites at which the EPA Superfund program has some involvement. It contains sites that are either proposed to be or are on the National Priorities List (NPL) as well as sites that are in the screening and assessment phase for possible inclusion on the NPL. The EPA administers the Superfund program in cooperation with individual states and tribal governments; this database is made available by the EPA. The two archive sites listed on SEMS Archive Sites are also listed on this database.

The Santa Clara University at 820 Alviso Street, 0.12 miles southwest of the Subject Property is listed on the database. The PG&G Gas Plant Santa Clara located at COR Benton and Railroad Avenue,

0.48 miles north of the Subject Property is also listed on the database. However, based on the nature of the listings, these facilities are not considered a REC to the Subject Property.

CERCLIS – No Further Remedial Action Planned (CERCLIS NFRAP). An archived site is one at which EPA has determined that assessment has been completed and no further remedial action is planned under the Superfund program at this time. The Archive designation means that, to the best of EPA's knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list this site on the National Priorities List (NPL). This decision does not necessarily mean that there is no hazard associated with a given site; it only means that, based upon available information, the location is not judged to be a potential NPL site. There two archive sites listed on SEMS Archive Sites are also listed on this database.

The Santa Clara University at 820 Alviso Street, 0.12 miles southwest of the Subject Property is listed on the database. The PG&G Gas Plant Santa Clara located at COR Benton and Railroad Avenue, 0.48 miles north of the Subject Property is also listed on the database. However, based on the nature of the listings, these facilities are not considered a REC to the Subject Property.

Resource Conservation and Recovery Act (RCRA) Corrective Action Report. The Resource Conservation and Recovery Act (RCRA) Corrective Action Report (CORRACTS) database identifies hazardous waste handlers with RCRA corrective action activity. There are two listings in this database.

Phase I Environmental Site Assessment 2665 The Alameda 4-10 May 2022
FMC Corporation located at 1125 Coleman Avenue, 0.73 miles northeast of the Subject Property is noted as a small quantity generator. ERIS database shows a past release into soil and groundwater. A search on GeoTracker database indicates gasoline contamination at this facility. The Site was cleaned up under the oversight of San Francisco Bay RWQCB and Santa Clara Valley Water District. Although residual contamination exists at this site, the concentrations are below regulatory concern. The site received closure in 2001 and ERIS database shows institutional controls in place. This facility is not considered a REC to the Subject Property.

The Former ECS located at 705 Reed Street, 0.97 miles northwest of the Subject Property is listed on the database. The facility is listed as a small quantity generator with minor violations in the past related to facility standard, manifests/records reporting, container use and management. Based on the nature of the listing, this facility is not considered a REC to the Subject Property.

RCRA non-CORRACTS TSD Facilities (RCRA TSD). This database includes Non-Corrective Action sites listed as treatment, storage and/or disposal facilities of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). There are seven listings in this database. None of the listings have any violation records and based on the nature of the listings, they are not considered RECs to the Subject Property.

RCRA Non-Generators (RCRA Non-Gen). The RCRA Non-Generators (RCRA Non-Gen) database includes information on sites that do not presently generate hazardous wastes. There are thirteen facilities within the search area that were listed as non-generators. None of the listed facilities hold records of violations. These listings are not considered RECs to the Subject Property.

Facility Index System/Facility Registry System (FINDS/FRS). The Facility Index System/Facility Registry System (FINDS) database contains both facility information and “pointers” to other sources of information that contain more detail. Four facilities were identified from the FINDS database:
 Former UNOCAL #715 and UNOCAL #0715 are located on the Subject Property and are listed on the database with a description of a former gasoline service station. This is further discussed in section 4.3.5. The contamination from the former fuel USTs on-the Subject Property is considered a REC.
 Stuft Pizza located at 700 Bellomy Street 0.02 miles west of the Subject Property is listed on the database. This facility is discussed above under ‘EnviroStor Database’. A search on GeoTracker database shows information on UST removal and Site closure. A 2,500 gallon and a 750-gallon UST containing diesel/gasoline were discovered during excavation activities on the sidewalk of Park Avenue in 1994. They were found to be in demolished sections and the tanks were removed in January 1994. Soil samples were collected after the tank excavation at approximately 2 feet below the bottom of the tank as contamination was evident below the tank. Up to 350 ppm of Total Petroleum Hydrocarbons as diesel (TPHd) was detected at 15-16 feet bgs. Excavation of the contaminated soil included a depth of 18 feet below the pavement surface. At this depth, due to apparent instability, the excavation was ceased by the Fire Department. The tank was located close to the intersection of Bellomy street and Park Avenue, adjacent to the west of the Property, across Park Avenue. The groundwater flow is to the north and Phase I Environmental Site Assessment 2665 The Alameda 4-11 May 2022
northwest. The closure letter from Santa Clara Valley Water District for this facility indicates moderate levels of residual soil contamination exist in the vicinity of the former underground storage tank system beneath the sidewalk on Park Avenue (adjacent to the Property). This Facility is discussed further in Section 4.3.5. The facility received a case closure status in 2002 and this listing is considered a HREC for the Subject Property based on the proximity, presence of residual contamination and closure status.  Zycon Corporation located at 390 Bellomy Street, is listed on the ERIS database under FINDS and marked adjacent to the Subject Property on the west. However, a search on GeoTracker shows the actual location is 0.2 miles northeast of the Subject Property. Four USTs were located at this Site. A 5,000 gallon and a 10,000-gallon diesel tank were removed in June 1993. A 750 gallon and a 1,500-gallon gasoline tanks were filled with slurry in August 1986. The initial soil samples indicated high levels of TPH once the tanks were removed. The tank pit area was over excavated, and the confirmation sampling indicated low or non-detect values of contamination. The Site received closure in June 1995. This listing is not considered a REC to the Subject Property based on proximity and hydrogeologic settings.

Formerly Used Defense Sites (FUDS). The Formerly Used Defense Sites (FUDS) database includes locations of FUDS properties that were formerly owned by, leased to, or otherwise possessed by and under the jurisdiction of the Secretary of Defense prior to October 1986, where the Department of Defense is responsible for an environmental restoration. This list is published by the U.S. Army Corps of Engineers. FMC Corporation located 0.7 miles northeast of the of the Subject Property is listed on the database. No further information is available on this facility on ERIS database or the GeoTracker database. Based on the distance from the Subject Property and the nature of the listing, this listing is not considered a REC to the Subject Property.

Mineral Resource Data System (MRDS). The Mineral Resource Data System (MRDS) is a collection of reports describing metallic and nonmetallic mineral resources throughout the world. Included are deposit name, location, commodity, deposit description, geologic characteristics, production, reserves, resources, and references. This database contains the records previously provided in the MRDS of the U.S. Geological Survey and the Mineral Availability System/Mineral Industry Locator System originated in the U.S. Bureau of Mines, which is now part of U.S. Geological Survey. Hubble Sand and Gravel pit is located 0.2 miles south southwest of the Subject Property and is associated with production of sand and gravel. Hubble Quarry and Mill is located 0.5 miles west of the Subject Property and is associated with Granite mining. These listings as presented are not considered a REC to the Subject Property.

Alternative Fueling Stations (ALT FUELS). A list of alternative fueling stations are made available by the US Department of Energy's Office of Energy Efficiency & Renewable Energy. The list includes Biodiesel stations, Ethanol (E85) stations, Liquefied Petroleum Gas (Propane) stations, Natural Gas stations, Hydrogen stations, and Electric Vehicle Supply Equipment (EVSE) locations. There are six listings in this database within the search area around the Subject Property. These listings are not considered a REC to the Subject Property.

Phase I Environmental Site Assessment 2665 The Alameda 4-12 May 2022

4.3.2 State Database Information
California databases was searched for environmental records associated with the Subject Property and adjoining properties within a 1-mile radius, as listed in Table 1.

State Response Sites (RESPONSE). The State Response Sites database identifies confirmed release sites where the Department of Toxic Substances Control (DTSC) is involved in remediation.

AJ Commercial Laundry located at 1173-1175 Campbell Avenue, 0.47 miles east of the Subject Property is listed on the database for contamination of groundwater.

The facility has two parcels, each approximately 1.0 acre. The 1175 Campbell Avenue is identified by Santa Clara County Assessor’s Parcel Number 23013008. It has 2 warehouse type buildings, which are 19,000 square feet in size. The 1173 Campbell Avenue is identified by Santa Clara County Assessor’s Parcel Number 23013009. It has 3 warehouse type buildings, which are 19,000 square feet in size. The buildings on the site were built in 1956/1957. The site is located approximately 4.5 miles northwest of downtown San Jose, California. The surrounding area consists of mixed commercial/industrial and residential developments. DTSC issued an Imminent and Substantial Endangerment Order for the Site on June 27, 2006 after a Site investigation in May 2005 revealed elevated levels of petroleum compounds, metals, and chlorinated volatile organic compounds in the groundwater. In January 2010, a dual-phase extraction system was operated for 9 months, removing contaminated groundwater and soil vapor. In May 2015, another round of extraction started and ran for approximately one year. Groundwater, soil vapor, and soil samples have been collected from the Site at various times since 2005. Further investigation is planned at the Site to evaluate potential off-Site impacts. Based on the hydrogeology and the proximity of the facility, this is listing is not considered a REC to the Subject Property.

EnviroStor Database (ENVIROSTOR). The ENVIROSTOR Data Management System provided by the DTSC includes Corrective Action sites, Tiered Permit sites, Historical Sites and Evaluation/ Investigation sites. This database is state equivalent of the Comprehensive Environmental Response, Compensation and Liability Information System.

Twenty-six sites within the search radius were listed on the ENVIROSTOR database. Some of the listings are discussed in detail:
 Hadco Santa Clara, Inc. located at 445 El Camino Real is located 0.31 miles north east of the Subject Property. A search on GeoTracker database indicates the site is currently an unoccupied former auto repair and commercial gasoline service station. An unauthorized release was reported in November 1986 following the removal of two gasoline underground storage tanks (USTs) in July of 1986. An unknown volume of soil was excavated to a depth of 12 feet below grade and disposed of off-site. Several rounds of investigation and sampling, including the installation of 12 monitoring wells, have adequately defined the nature and extent of the contaminant plume. Remediation included soil excavation, completed in 1986, and soil vapor extraction with air sparging conducted between January 2013 and September 2014. The most recent groundwater sampling data report concentrations that satisfy the groundwater criteria of the Low- Threat Case Closure Policy. The facility received case closure as of August 2016.

Phase I Environmental Site Assessment 2665 The Alameda 4-13 May 2022
 Santa Clara University Physical Plant located at 731 Campbell avenue is 0.35 miles northeast of the Subject Property. This approximately 1-acre facility is situated in an industrial area of the city. The site was used in the past variously as a swine farm, a pear storage facility, and a laundry. Subsequently Santa Clara University developed it to its current use in the 60's and purchased it in 1981. Site soils bgs have been found contaminated with TPH (Total Petroleum Hydrocarbons) as gasoline (600 ppm) diesel (2900 ppm), oil and grease (2200 ppm). Due to the presence of leaky underground fuel tanks that were installed by the past operators of the site. The leaky tanks and most of the contaminated site soils have been excavated after determining the extent of contamination and removed for off-site disposal. Post removal sampling indicate substantial reduction of residual contamination (TPH 174). Groundwater has been contaminated with gasoline (12 ppm), diesel (11 ppm), benzene (0.24 ppm), toluene (0.064 ppm), ethylbenzene (0.0015 ppm) and xylene (0.470 ppm). Contamination was discovered by the University in 1980 during tank renovation.  Owens Illinois Glass Co located at 1185 Campbell Avenue, 0.39 miles east of the Subject Property is listed on the database. However, no further information is available on GeoTracker or EnviroStor databases.
 Custom Food Machinery located at 1180-1184 Campbell Avenue; 0.43 miles East northeast of the Subject Property is listed on the database. A past usage of this site for industrial machinery manufacturing including the repair of transformers led to contamination of soil and groundwater. A leak resulted from a 5,000-gallon diesel UST at the Site and the tank was removed in June 1991. The Santa Clara Valley Water District recommended case closure based on soil samples collected during tank excavation, over excavation, soil treatment and the relative low permeability of soils encountered in the region. The site cleanup status shows it was closed in August 1992.
 The TW Smith Plumbing Supply located at 1200 Campbell Avenue, 0.44 miles east northeast of the Subject Property is listed on the database. A search on EnviroStor database indicates several leaking USTs in the past that were removed. A 1,000 gallon and a 10,000-gallon gasoline tank were removed in 1989. Although contaminants were left in the soil, they were determined to be below the Environmental screening levels and the case received closure in 1995. Additional USTs were removed in 1999 and contamination remains at the site. However, based on soil sampling results from 2000, the Santa Clara Valley Water District granted closure for this case in April 2001.  Blue’s Roofing Company located at 1181 Campbell Avenue, 0.45 miles east of the Subject Property is listed on the database. In May 1996, three 2,000-gallon UST (two contained gasoline and one diesel) were removed from the site. Although the tanks appeared to not have holes or damages, the groundwater samples indicated contamination. Annual monitoring of groundwater was conducted until 2011. The Santa Clara Valley Water District staff concluded that the impacted groundwater is restricted to the vicinity of former tanks and the groundwater plume has stabilized. Natural attenuation was assumed to occur based on reducing concentrations in groundwater samples noted over time. Based on these findings, the San Francisco Bay RWQCB issued the following Phase I Environmental Site Assessment 2665 The Alameda 4-14 May 2022
statement “Residential contamination in both soil and groundwater could pose an unacceptable risk under certain site development activities such as site grading, excavation, or the installation of water wells. The District and the appropriate planning and building department shall be notified prior to any changes in land use, grading activities, excavation and installation of water wells. This notification shall include a statement that residual contamination exists on the Subject Property and list all mitigation requirement. The levels of residual contamination and any associated site risk are expected to reduce with time” and granted closure to this case in May 2004.
 Kilman Sales located at 1179 Campbell Avenue, 0.45 miles east of the Subject Property is listed on the database. A search on the EnviroStor database indicates no records of releases or spills at this facility.
 AJ Commercial Laundry / All Chem Supply is located at 1173-1175 Campbell Avenue, 0.47 miles east of the Subject Property. DTSC issued an Imminent and Substantial Endangerment Order for the Site on June 27, 2006 after a Site investigation in May 2005 revealed elevated levels of petroleum compounds, metals, and chlorinated volatile organic compounds in the groundwater. In January 2010, a dual-phase extraction system was operated for 9 months, removing contaminated groundwater and soil vapor. In May 2015, another round of extraction started and ran for approximately one year.

Groundwater, soil vapor, and soil samples have been collected from the Site at various times since 2005. The site shows an ‘Active’ cleanup status on the database.  Safway located at 1177 Campbell Avenue, is 0.49 miles east of the Subject Property.

Safway is a scaffolding company and there is no record of releases or spills at this site.  Variety Metal Finishing, Inc located at 1166 Campbell Avenue, 0.5 miles east of the Subject Property is listed on the database. The cleanup Status shows “Inactive-Needs Evaluation”.

However, no additional information is available on the EnviroStor Database.  Santa Clara Police Station located at 501 El Camino Real, 0.52 miles north northwest of the Subject Property is listed on the database. Coal gas used to power streetlights and to generate electricity was generated on site from 1890s through the 1930s. This led to contamination of soil with lead, nickel, and PAHs. Currently, the site has land use restrictions and the site cleanup status shows “Certified / Operation and Maintenance as of 12/8/2000”.
 Precision Specialties located at 1158 Campbell Avenue is 0.54 miles east of the Subject Property. The database does not indicate any records of releases at this facility. However, use of hazardous materials and poor housekeeping practices indicate that the potential for release exists. The potential contaminants include TPHg, TPHd, TCE and PCE.  Silicon Valley Microelectronics located at 1150 Campbell avenue is 0.54 miles east of the Subject Property. No evidence of release was recorded at this facility.  Variety Metal Finishing located at 1166 Campbell Avenue is 0.54 miles east of the Subject Property. During San Jose Fire Department file review, an inspection report for September 1993 revealed that a release of chemicals (cyanide plating bath, nickel sulfate tank) had occurred to secondary containment. Since the site has a tiered permit, it is subject to corrective action. The site has a cleanup status of “Inactive-needs evaluation”.

Phase I Environmental Site Assessment 2665 The Alameda 4-15 May 2022
 FMC Corporation Ordnance Plant located at 1125 Coleman Avenue is 0.66 miles northeast of the Subject Property. The site was used from 1905 to 1996 as FMC Corporation.

Research, development, and manufacturing of military tracked vehicles was conducted at the site, primarily under U.S. Department of Defense contracts from 1951 to 1996 when the facility closed. The site operated an on-site landfill (1/4-acre) from 1946 to 1979. The 1125 Coleman address consisted of two areas, the North Test Track and the Central Plant.

The site is undergoing a Resource Conservation and Recovery Act (RCRA) Facility Investigation pursuant to a Corrective Action Consent Agreement (CACA), Docket HWCA FY 95/96-2002 with the Department of Toxic Substances Control (DTSC). An Interim Remedial Measures Work Plan was approved December 18, 2000 for the Central Plant area. Shallow soil samples detected total petroleum hydrocarbons (TPH) and metals (manganese, hexavalent chromium). Contaminated soil was excavated to industrial standards and disposed off-site. A groundwater investigation is also on-going at the site under DTSC oversight. Identified contaminants included volatile organic compounds (VOCs), total petroleum hydrocarbons (grease and diesel) and metals (arsenic, hexavalent chromium, and manganese). A dual phase extraction (DPE) system, with approximately 80 wells, has been installed. It treats the soil vapor and groundwater with granular-activated carbon units. The treated water is discharged under a NPDES permit.

Based on the proximity and the hydrogeologic settings, the facilities listed under the EnviroStor database are not considered a REC to the Subject Property.

EnviroStor Hazardous Waste Facilities (HWP). The Hazardous Waste Facilities (HWP) database contains detailed information on permitted hazardous waste facilities and corrective action (“cleanups”) tracked in EnviroStor. There are four sites listed on this database and all are located greater than 0.7 miles from the Subject Property. These listings are not considered RECs to the Subject Property.

Leaking Underground Storage Tank (LUST). The Leaking Underground Storage Tank (LUST) database contains leaking underground storage tank listings.

The Subject Property is listed on the database for leaking USTs. The Subject Property is a former Unocal-branded service station located on the southeastern corner at the intersection of The Alameda and Park Avenue in Santa Clara, California. The service station operated from approximately 1930 to 1993. Previous site features included a station building, three product dispenser islands, three underground storage tanks (USTs) to the northwest of the former dispenser islands, one smaller UST near the northwestern corner of the former station building, one waste oil UST near the western edge of the former station building, and a clarifier at the southern corner of the former station building.

Historical site activities include the removal and replacement of USTs in 1951 and 1968; repair of a leaking pump coupling that resulted in an estimated release of 2,378 gallons of product in 1964; investigation of evidence of UST leakage in 1968; and repair of a product line leak in 1981 (Arcadis 2020). The total quantity of fuel released is unknown. The contamination from the former LUSTs is considered a REC to the Subject Property.

Phase I Environmental Site Assessment 2665 The Alameda 4-16 May 2022
Stuft Pizza located at 700 Bellomy Street 0.02 miles west of the Subject Property is listed on the database. This facility is discussed above under ‘EnviroStor Database’. A search on GeoTracker database shows information on UST removal and Site closure. A 2,500 gallon and a 750-gallon UST containing diesel/gasoline were discovered during excavation activities on the sidewalk of Park Avenue in 1994. They were found to be in demolished sections and the tanks were removed in January 1994. Soil samples were collected after the tank excavation at approximately 2 feet below the bottom of the tank as contamination was evident below the tank. Up to 350 ppm of TPHd was detected at 15-16 feet bgs. Excavation of the contaminated soil included a depth of 18 feet below the pavement surface. At this depth, due to apparent instability, the excavation was ceased by the Fire Department.

The tank was located close to the intersection of Bellomy street and Park Avenue, adjacent to the west of the Property, across Park Avenue. The groundwater flow is to the north and northwest. The closure letter from Santa Clara Valley Water District for this facility indicates moderate levels of residual soil contamination exist in the vicinity of the former underground storage tank system beneath the sidewalk on Park Avenue (adjacent to the Property). The facility received a case closure status in 2002 and this listing is considered a HREC for the Subject Property based on the proximity and the presence of residual contamination.

Zycon Corporation located at 390 Bellomy Street, is listed on the ERIS database under LUST and marked adjacent to the Subject Property on the west. However, a search on GeoTracker shows the actual location is 0.2 miles northeast of the Subject Property. Four USTs were located at this Site. A 5,000 gallon and a 10,000-gallon diesel tank were removed in June 1993. Earlier, a 750 gallon and a 1,500-gallon gasoline tanks were filled with slurry in August 1986. The initial soil samples indicated high levels of TPH once the tanks were removed. The tank pit area was over excavated and the confirmation sampling indicated low or non-detect values of contamination. The Site received closure in June 1995. This listing is not considered a REC to the Subject Property based on proximity and hydrogeologic settings.

Santa Clara University located at 2795 The Alameda, 0.07 miles northwest of the Property, is listed on the database. Three USTs were removed from this facility in September 1986. A 6,000 gallon and a 4,000-gallon gasoline tank; and a 400-gallon waste oil tank. Although some residual contamination is present at this facility, the site received case closure in November 1999. Based on hydrogeology and proximity, this listing is not a REC to the Subject Property.

Musso Property located at 2491 The Alameda, 0.14 miles east southeast of the Subject Property is listed as LUST cleanup site. Three 1,000-gallon tanks containing gasoline were removed in January 1984. Severe corrosion of the tanks led to contamination of soil and groundwater. Soil samples were not taken at the time of tank removal since it was not required during that time period. However, site investigations began in 1990 and the contamination appears to be localized. After remedial activities, the site still contains residual TPH in the soil and shallow groundwater beneath the site. The site received closure in April 1999. Based on the localized contamination and the proximity to the Subject Property, this listing is not considered a REC.

Gasco 007 located at 2391 The Alameda, 0.18 miles east southeast of the Subject Property is listed as a LUST cleanup site. Three 5,000-gallon USTs and one 12,000-gallon UST containing gasoline were removed in 1992. This was followed by over excavation of soil to a depth of 29 feet bgs. Based on Phase I Environmental Site Assessment 2665 The Alameda 4-17 May 2022
groundwater monitoring results over time, the Santa Clara Valley Water District concluded that the plume is adequately characterized and relatively stable. The site received closure in January 1999 with a note indicating residual petroleum hydrocarbon contamination in groundwater is present beneath the site and likely off-site. However, the contamination is localized. This listing is not a REC to the Subject Property.

Highway 82 Segment 5 located at 2245 The Alameda, 0.24 miles east southeast of the Subject Property is listed as a LUST cleanup site. Three USTs with unknown contents were removed in October 1994.

Residual contamination present on the site includes TPHg and the facility received case closure in September 2008. Based on the closure status and the proximity, this listing does not constitute a REC to the Subject Property.

The remaining listings on the LUST database all have case closure status and are located over

0.3 miles from the Subject Property. Based on the proximity and the hydrogeologic settings in the region, these listings are not considered a REC to the Subject Property.

Historical Hazardous Substance Storage Information Database (HHSS). The Historical Hazardous Substance Storage (HHSS) database contains information collected in the 1980s from facilities that stored hazardous substances. Union Oil SS 07165 located on the Subject Property are listed on HHSS along with Texaco located at 2795 The Alameda, 0.07 miles northwest of the Subject Property. The listings by itself are not considered a REC to the Subject Property.

Statewide Environmental Evaluation and Planning System (UST SWEEPS). The Statewide Environmental Evaluation and Planning System (SWEEPS) is a historical listing of active and inactive underground storage tanks made available by the California State Water Resources Control Board.

The Subject Property is listed on the database along with Gasco Service Station located at 2391 The Alameda, 0.18 miles from the Subject Property. The listings by itself are not considered a REC to the Subject Property.

Aboveground Storage Tanks (AST). A statewide list from 2009 of aboveground storage tanks (ASTs) made available by the Cal FIRE Office of the State Fire Marshal (OSFM). 500 El Camino Real located 0.23 miles west northwest of the Subject Property is listed on the database. This is not considered a REC to the Subject Property.

Delisted Storage Tanks (DELISTED CTNK). Delisted Storage Tanks (DELISTED CTNK) database contains a list of storage tank sites that were removed by the SWRCB in California Environmental Protection Agency (CalEPA) and the Cal FIRE Office of State Fire Marshal. There are 28 listings on the database and none of them are a REC for the Subject Property based on distance and hydrogeologic settings.

Site Mitigation and Brownfields Reuse Program Facility Sites with Land Use Restrictions (LUR).

The Department of Toxic Substances Control (DTSC) Site Mitigation and Brownfields Reuse Program 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 land use restrictions that are active. Some sites have multiple land use restrictions. There is one listing on this database within the search radius. Custom Food Machinery located at 1180-1184 Campbell Phase I Environmental Site Assessment 2665 The Alameda 4-18 May 2022
Avenue is 0.43 miles east northeast of the Subject Property. A portion of the property has land use restrictions and this facility is also discussed previously as a listing in ‘EnviroStor’ Database.

Deed Restrictions and Land Use Restrictions (DEED). A list of Deed Restrictions, Land Use Restrictions and Covenants in GeoTracker are made available by the State Water Resources Control Board (SWRCB) in California's Environmental Protection Agency. There is one listing on the database for BART System Silicon Valley Berryessa Extension Project located 0.48 miles from the Subject Property. This is not considered a REC to the Subject Property.

Voluntary Cleanup Program (VCP). A list of sites in the Voluntary Cleanup Program made available by the Department of Toxic Substances and Control (DTSC). The Voluntary Cleanup Program was designed to respond to lower priority sites. There are 2 listings under this database, both Custom Food Machinery and Blue’s Roofing are discussed earlier in the report. These listings are not a REC to the Subject Property.

Geotracker Cleanup Program Sites (CLEANUP SITES). A list of Cleanup Program sites in the state of California made available by The State Water Resources Control Board (SWRCB) of the California Environmental Protection Agency (EPA). There are five facilities listed on this database. Based on distance from the Property, these listings are not a REC.

Historical Hazardous Substance Storage Container Information (HIST TANK). The SWRCB maintained the Hazardous Substance Storage Containers listing and inventory in the 1980s. This facility summary lists historic tank sites where the following container types were present: farm motor vehicle fuel tanks; waste tanks; sumps; pits, ponds, lagoons, and others; and all other product tanks.

There are five listings on this database including two on the Subject Property. The other listings include Market Distributors at 290 Bellomy Street, Texaco and Gasco Service station. These facilities are discussed in detail in multiple database listings earlier. This listing is not considered a REC for the Subject Property.

CALSITES Database (CALSITES). This historical database was maintained by the Department of Toxic Substance Control (DTSC) for more than a decade. CALSITES contains information on Brownfield properties with confirmed or potential hazardous contamination. The Santa Clara Police Station and the Owens Illinois Glass Company are listed on the database. These facilities are discussed in detail earlier under the EnviroStor database. They are not a REC to the Subject Property.

EnviroStor Inspection, Compliance, and Enforcement (INSP COMP ENF). A list of permitted facilities with inspections and enforcements tracked in the Department of Toxic Substance Control (DTSC) EnviroStor. There are two listings on the database and based on distance from the Property, they are not a REC.

Hazardous Waste Manifest Data (HAZNET). A list of hazardous waste manifests received each year by DTSC. The database identified ten listings within the search area including 3 listings on the Subject Property. Based on the nature of the listings, they are not considered a REC for the Subject Property.

Historical Hazardous Waste Manifest Data (HIST MANIFEST). A list of historic hazardous waste manifests received by the Department of Toxic Substances Control (DTSC) from year the 1980 to 1992.

Phase I Environmental Site Assessment 2665 The Alameda 4-19 May 2022
Both the Subject Property and the adjacent facility located at 700 Bellomy Street are listed on this database. Based on the nature of the listings, they are not considered a REC for the Subject Property.

California Environmental Reporting System (CERS) Hazardous Waste Sites (CERS HAZ). The list of sites in the CalEPA Regulated Site Portal which fall under the following regulatory programs:

Hazardous Chemical Management, Hazardous Waste Onsite Treatment, Household Hazardous Waste Collection, Hazardous Waste Generator, RCRA Large Quantity Hazardous Waste Generator. The following facilities are listed as CERS Hazardous Waste Sites:
 Pizza my Heart (Stuft Pizza) at 700 Bellomy Street
 Safeway at 2605 The Alameda
 Taco Bell at 2555 The Alameda
Delisted Environmental Reporting System (CERS) Hazardous Waste Sites (DELIST HAZ). This database contains a list of sites that were removed from the California Environmental Protection Agency (CalEPA) in the following regulatory programs: Hazardous Chemical Management, Hazardous Waste Onsite Treatment, Household Hazardous Waste Collection, Hazardous Waste Generator, RCRA LQ HW Generator. Two facilities are listed on the database.

4.3.3 County Database Information
Santa Clara County – Local Oversight Program Listing (LOP SANTACLARA). The LOP SANTACLARA database consists of a list of Underground Storage Tank (LUST) facilities in Santa Clara County. The facilities listed on this database are discussed earlier under the LUST database.

Santa Clara County – Historic Solvent Case Listing (HSOL SANTACLARA). The HSOL SANTACLARA database contains records for solvent and toxic release cases in Santa Clara County. There are two facilities listed on this database. Santa Clara University located at 500 El Camino Real is 0.23 miles from the Subject Property. Summerhill Development is located at 2655 Park Avenue and is 0.18 miles from the Subject Property and no further information is available on this listing. Based on the distance and the hydrogeologic setting, these listings are not considered a REC to the Subject Property.

4.3.4 Orphan Sites
Sites for which the records searched do not contain sufficient address or information to evaluate their locations relative to the search radius are considered “orphan sites.” The ERIS did not identify any Orphan Sites within the search area.

4.3.5 Other Records Reviewed
As documented for several listings, Tetra Tech reviewed additional environmental documents associated with the Subject Project and surrounding sites. Relevant documents reviewed are referenced below and available for review on the GeoTracker website under Case T0608501511 for the Subject Property and Case T0608501041 for the adjacent property located at 700 Bellomy Street.

Phase I Environmental Site Assessment 2665 The Alameda 4-20 May 2022
Previous Phase I ESA
A previous Phase I ESA was conducted by PHR Environmental Consultants in May 1992 at the Subject Property (PHR 1992; Appendix D). The Phase I ESA report indicated that the Subject Property consisted of a gasoline service station and a mini-service maintenance shop with a three-bay metal and brick service station building. According to this report, UNOCAL purchased the property in December 1929 from Pacific Manufacturing Company for the purpose of constructing a service station.

A survey tracing dated 1929 indicated a building located at the north corner of the Subject Property, however, no information was found regarding this building. This building was demolished and developed into a two-bay metal service station in 1930.

The multiple fuel leaks that occurred over time are also mentioned on the Phase I ESA report. The report mentions the following recommendations:
 The client may wish to continue with the ongoing environmental investigation.  The client may wish to conduct soil sampling at the location of the previous waste oil UST.

Project Area Document Review
Previous work included removal and replacement of USTs in 1951 and in 1968, repair of a leaking pump coupling that resulted in an estimated release of 2,378 gallons of product in 1964, investigation of evidence of UST leakage in 1968, and repair of a product line leak in 1981 (Stantec 2012). The overall quantity of fuel released is unknown.

In 1988, during replacement of blending valves beneath the dispenser islands, soil impacted by petroleum hydrocarbons were observed, soil samples were collected, and 18 drums of impacted soil was excavated. In January 1991, four exploratory borings (U-A through U-D) were advanced.

In June 1991, four groundwater monitoring wells (U-1 through U-4) were installed. In February 1992, two on-site groundwater monitoring wells (U-5 and U-7) and three off-site groundwater monitoring wells (U-6, U-8, and U-9) were installed. In August 1992, seven on-site groundwater monitoring wells (U-10 through U-15 and U-18) and two off-site groundwater monitoring wells (U-16 and U-17) were installed.

In March 1993, the service station closed operations and all above- and below-ground facilities were removed. Two 10,000-gallon gasoline USTs; one 8,000-gallon diesel UST; a waste oil UST; product lines; the product dispenser islands; and the station building were removed. The final excavation also included removal of approximately 840 cubic yards of soil.

In the following years from May 1995 to December 1997 five extraction wells (U-4, U-12, U-13, U-15, and U-18) were utilized for groundwater extraction and treatment. In October 1995, a SVE system began operation at the Subject Property using four extraction wells (U-12, U-13, U-15, and U-18). Five additional SVE wells (UV-2, UV-3, UV-4, UV-5, and UV-6) were installed in November 1996 and connected to the SVE system in 1997. The SVE system was stopped in March 1998.

In 1996, Oxygen Release Compound was added to wells U-8, U-9, and U-17 in an attempt to enhance bioremediation. A biosparge remediation system operated at the Subject Property from September 1998 to August 2001 utilizing wells U-1 through U-4, U-10, U-11, U-14, U-15, and UV-1 through UV-6 (ENSR 2005).

Phase I Environmental Site Assessment 2665 The Alameda 4-21 May 2022
A low-flow ozone sparge system operated at the Subject Property from February 2003 to October 2006 utilizing sparge points SP-1 through SP-4. The system reportedly supplied ozone at a concentration of approximately 125 parts per million (ppm) to groundwater at flow ranging from 3 to 6 cubic feet per minute. Stantec was unable to locate any additional information regarding the operation or shutdown of this system. Following ozone injection, free product was observed in well U-1 from March through December 2007. In 2004, ENSR performed a Resistivity and Induced Polarization (Res/IP) Survey to further identify and characterize the extent of soil contamination at the Subject Property.

In the following years, more borings were advanced to assess the extent of contamination and groundwater monitoring was conducted. In 2015, sulfate application to the subsurface was achieved through placement in or injection into 33 borings. A total of 24 borings were completed as permeable filled borings (PFBs) in proximity to target wells U-1, U-3, U-4, and U-18 to maximize effectiveness of sulfate to assist in bioremediation of benzene. Nine borings were advanced as high pressure injection (HPI) borings. A gypsum solution with a concentration of approximately 1,200 milligrams per liter (mg/L) was injected under high pressure in the HPI borings near wells U-12 and U-15 and in the areas between the target wells to remediate a larger area.

The Subject Property currently has a status of “Open-Remediation as of 9/28/2016” on the Geotracker database.

Surrounding Area Document Review
University Cleaners, a laundry/ dry cleaning facility is located at 2925 Park Avenue, adjacent to the Subject Property on the southwest. Tetra Tech contacted the business on March 28, 2022 and were informed that there are no on-site dry-cleaning operations at this location, and they conduct their dry- cleaning operations at an off-site facility. This facility is not listed on GeoTracker or other databases.

This facility is not considered a REC to the Subject Property.

Stuft Pizza located at 700 Bellomy Street, adjacent to the Subject Property on the west is listed on the LUST database. A search on GeoTracker database shows information on UST removal and Site closure. A 2,500 gallon and a 750-gallon UST containing diesel/gasoline were discovered during excavation activities on the sidewalk of Park Avenue in 1994. They were found to be in demolished sections and the tanks were removed in January 1994. Soil samples were collected after the tank excavation at approximately 2 feet below the bottom of the tank as contamination was evident below the tank. Up to 350 ppm of TPHd was detected at 15-16 feet bgs. Excavation of the contaminated soil included a depth of 18 feet below the pavement surface. At this depth, due to apparent instability, the excavation was ceased by the Fire Department. A Phase II ESA conducted in 1999 at this facility indicates four soil borings around the former tank excavation site. The contamination appeared to be highest in boring B2, on Park Avenue between the Subject Property and the former tank excavation area on 700 Bellomy Street. The contamination from the Subject Property was indicated as a potential source of cross-contamination in the Phase II ESA conducted at 700 Bellomy Street. The tank was located close to the intersection of Bellomy Street and Park Avenue, adjacent to the west of the Property, across Park Avenue. The groundwater flow is to the north and northwest. The closure letter from Santa Clara Valley Water District for this facility indicates moderate levels of residual soil contamination exist in the vicinity of the former underground storage tank system beneath the Phase I Environmental Site Assessment 2665 The Alameda 4-22 May 2022
sidewalk on Park Avenue (adjacent to the Property). The last groundwater monitoring event at this site was conducted in 2002 and results pointed to natural attenuation of hydrocarbons in three monitoring wells installed. The results indicate TPHg values up to 2,630 ppb in MW2. The facility received a case closure status in 2002 and this listing is considered a HREC for the Subject Property based on the proximity and the presence of residual contamination.

Phase I Environmental Site Assessment 2665 The Alameda 5-1 May 2022

5.0 SITE RECONNAISSANCE
A site reconnaissance was completed by Mike Ferrif of Tetra Tech on March 7, 2022. During the site reconnaissance, Mr. Ferrif was assisted onto the Subject Property by Asha Turman of Arcadis and met prospective purchasers of the Subject Property Anjuli Habbas and Kapil Nanda. Weather at the time of the site reconnaissance was sunny and clear with an ambient air temperature of approximately 62 degrees Fahrenheit.

5.1 GENERAL SITE SETTING AND OBSERVATIONS
The Subject Property is in Santa Clara, California, and encompasses approximately 0.46 acres (Figure 1). Additional details observed during the site reconnaissance are discussed below and documented in photographs presented in Appendix E.

5.2 SITE RECONNAISSANCE OBSERVATIONS
The objective of the site reconnaissance was to obtain information about the Subject Property and surrounding properties indicating the likelihood of RECs associated with the Subject Property. This includes describing the general Site setting and obtaining photographs of the Subject Property which document the site reconnaissance. The photographs taken during this site reconnaissance are included in Appendix E.

5.3 METHODOLOGY AND LIMITATIONS
The site reconnaissance consisted of a visual assessment of the Subject Property and a curbside review of adjacent properties and was conducted consistent with the methodology specified in ASTM E1527-13 and E1527-21. The purpose of the site reconnaissance was to evaluate the Subject Property for evidence of current or previous activities that may have resulted in adverse environmental impacts. The following subsections detail visual observations of the Subject Property and other potential sources of contamination identified during the site reconnaissance. All portions of the Subject Property were accessible to Tetra Tech personnel and no specific limitations to our inspection were noted. Subject Property features identified during the site reconnaissance are illustrated in Figure 3.

5.4 CURRENT PROPERTY USE
The Subject Property consists of approximately 0.46 acres of land that formerly hosted a gas station located at 2665 The Alameda in Santa Clara, Santa Clara County, California. The former gas station structures have been removed and the Subject Property is currently vacant and unimproved. The perimeter of the Subject Property is fenced with gates on the east and west sides. Twenty-four monitoring wells were observed within the fenced area of the Subject Property.

5.5 PAST PROPERTY USE
The Subject Property formerly hosted a gas station located at 2665 The Alameda in Santa Clara.

Phase I Environmental Site Assessment 2665 The Alameda 5-2 May 2022

5.6 OBSERVATIONS

5.6.1 Interior and Exterior Observations
At the time of the site reconnaissance by Tetra Tech, the Subject Property did not host any structures.

5.6.2 Chemical Usage/Waste Storage
Tetra Tech did not observe any areas of the Subject Property that were utilized for chemical storage and/or hazardous waste storage.

5.6.3 Abandoned or Unidentified Containers
Tetra Tech did not observe abandoned and/or unidentified containers at the Subject Property. No staining or evidence of releases were observed regarding containers during the Site reconnaissance.

5.6.4 Catch Basins, Pits, Ponds, Lagoons and Drains
No catch basins, pits, ponds, lagoons, and/or drains were observed during the site reconnaissance.

5.6.5 Dry Wells
No evidence of dry wells was observed at the Site during the site reconnaissance.

5.6.6 Soil Staining
No evidence of soil staining was observed at the Site during the site reconnaissance.

5.6.7 Vegetative Stress
No evidence of vegetative stress outside normal California drought conditions was observed at the site during the Site reconnaissance.

5.6.8 Sheens
No surface water was present on the Subject Property during reconnaissance. No evidence of sheens was observed.

5.6.9 Soil Disturbance
No areas of recent soil disturbance were observed during the site reconnaissance. Based on the Subject Property history, underground storage tanks (USTs), associated piping, fuel pumps and gas station buildings were removed from the Subject Property. At the time of the site reconnaissance, grasses and weeds covered almost all of the Subject Property with small patches of asphalt visible beneath the soil in the southeast portion of the Subject Property.

5.6.10 Odors
No noticeable odors were detected during the site reconnaissance however when monitoring wells U-12, U-14 and U-18 were opened to confirm they were accessible, a petroleum odor was observed coming from those wells.

Phase I Environmental Site Assessment 2665 The Alameda 5-3 May 2022

5.6.11 Underground Storage Tanks
The Subject Property is known to have formerly hosted a gas station with USTs. The USTs have been removed and 24 monitoring wells remain onsite. No evidence of current or abandoned USTs or associated piping was observed on the Subject Property.

5.6.12 Aboveground Storage Tanks
No evidence of the presence of existing or previous ASTs was observed on the Subject Property during the site reconnaissance.

5.6.13 Oil and Gas Wells/Activities
No evidence of the presence of existing or previous oil and gas wells or pipelines was observed on the Subject Property during the site reconnaissance.

5.6.14 Polychlorinated Biphenyl-Containing Materials
No PCB-containing materials were observed during the site reconnaissance.

5.6.15 Monitoring Wells and Soil Borings
Twenty-four monitoring wells were observed onsite during the site reconnaissance (Appendix E). An additional six monitoring wells were observed off-site, primarily to the west and north. Several of the monitoring wells were opened to check condition and one onsite well (UV-4) was found to have been filled with flaked bentonite (or a similar substance). A petroleum odor was observed from wells U-12, U-14 and U-18 when opened.

5.6.16 Spills/Releases
As discussed above, several monitoring wells were observed at the Property, particularly in the northern portion, indicating a release of some kind had occurred. No other evidence of spills or releases were observed during the site reconnaissance.

5.6.17 Surface Debris
A small amount of litter was observed at the Property, primarily along the fence lines. No other surface debris was observed during the site reconnaissance.

5.6.18 Hydraulic Equipment
No hydraulic equipment was observed during the site reconnaissance.

5.6.19 Air Compressor Usage
No air compressor equipment was observed during the site reconnaissance.

5.6.20 Asbestos-Containing Materials
The Subject Property did not host any structures at the time of the site reconnaissance. No suspect asbestos-containing materials were observed.

Phase I Environmental Site Assessment 2665 The Alameda 5-4 May 2022

5.6.21 Lead-Based Paint and Other Lead-Containing Materials The Subject Property did not host any structures at the time of the site reconnaissance. No suspect lead-based paint or other lead-containing materials were observed.

5.6.22 Lead in Drinking Water
No drinking water is supplied to the Subject Property. Any drinking water supplied to the Subject Property is expected to comply with state standards, such that lead is unlikely to be present at elevated levels. No information was provided or obtained suggesting elevated lead levels in drinking water at or near the Subject Property.

5.6.23 Microbial Growth and Moisture Intrusion
The Subject Property did not host any structures at the time of the site reconnaissance therefore microbial growth and moisture intrusion are not a concern.

5.6.24 Waste Disposal
Tetra Tech did not observe evidence of waste disposal at the Subject Property during the site reconnaissance.

5.6.25 Wastewater Discharges
No wastewater discharges were observed on the Subject Property during the site reconnaissance.

5.6.26 Storm Water Discharges
No stormwater drains or grates were observed on the Subject Property during the site reconnaissance however stormwater drains were present in the roadways adjacent to the Subject Property.

5.6.27 Utilities
No utilities are currently provided to the Subject Property.

5.7 CURRENT USE OF ADJOINING PROPERTIES
The Subject Property is surrounded by on three sides by roadways with a large parking lot to the south. The surrounding properties are a mixture of commercial and residential. Santa Clara University housing and other buildings are located across The Alameda, north and east of the Subject Property and a large grocery store and parking lot occupy the area south of the Subject Property. A mixture of commercial and residential properties are adjacent to the southwest and west of the Subject Property including a drycleaners (University Cleaners) southeast of the Subject Property. The adjacent property northwest of the Property across Park Avenue is a daycare (Kids on Campus).

5.8 PAST USE OF ADJOINING PROPERTIES
Past uses of the adjoining properties are discussed in Section 5.8.

5.8.1 Adjacent Property and Vicinity Findings
Adjacent properties of note include various residence halls of Santa Clara University located to the east and northeast of the Property; Kids on Campus preschool to the northwest; a dry-cleaning facility Phase I Environmental Site Assessment 2665 The Alameda 5-5 May 2022
to the southwest and various commercial establishments to the northwest, west and south of the Subject Property.

Phase I Environmental Site Assessment 2665 The Alameda 6-1 May 2022

6.0 INTERVIEWS

6.1 USER QUESTIONNAIRE
The ASTM Standard E1527-13 and E1527-21 requires that the users of an ESA provide certain information for incorporation into the ESA report. Therefore, in order to meet the All Appropriate Inquiry rule, Chevron were asked to provide responses to questions presented in the User Questionnaire (Appendix B). The User verified the purchase price (or lease price) for the Subject Property reflects the fair market value. The completed Landowner Questionnaire was not received by Tetra Tech.

6.2 AGENCY RECORDS
The following agencies and government databases were contacted for information related to environmental issues associated with the Site and surrounding properties:
 City of Santa Clara
 Santa Clara Valley Water District
 Santa Clara Fire Department
 Bay Area Air Quality Management District
 Department of Toxic Substances Control (DTSC)
Regulatory correspondence documents are provided as Appendix B.

City of Santa Clara
On February 25, 2022, Tetra Tech filled out a records request form online and reached out to the City of Santa Clara in an effort to obtain any records that include groundwater or soil sampling reports/analytical results, reports of spills of petroleum or hazardous chemicals (both closed and open), ASTs and USTs closure reports/certificates, inspection reports, wastewater permits, air permits, building permits, and reports of chemical odors or fumes. The agency responded on March 7, 2022 with site inspection records and soil reports. The agency responded again on April 4, 2022 with further documentation related to the site and surrounding properties including geotechnical investigation reports. The documents are provided in Appendix B.

Santa Clara Valley Water District
On February 28, 2022, Tetra Tech reached out to the Santa Clara Valley Water District in an effort to obtain any records that include groundwater or soil sampling reports/analytical results, reports of spills of petroleum or hazardous chemicals (both closed and open), ASTs and USTs closure reports/certificates, inspection reports, wastewater permits, air permits, building permits, and reports of chemical odors or fumes. The agency responded on March 8, 2022, indicating that they possess some well permits pertaining to the Subject Property and provided a link to their well information GIS tool. However, no documents were provided. Tetra Tech considers it unlikely that any further records from this agency would alter the conclusions or recommendations of this report.

Phase I Environmental Site Assessment 2665 The Alameda 6-2 May 2022
Santa Clara Fire Department
On March 25, 2022, Tetra Tech reached out to the Santa Clara Fire Department for any records that include groundwater or soil sampling reports/analytical results, reports of spills of petroleum or hazardous chemicals (both closed and open), ASTs and USTs closure reports/certificates, inspection reports, wastewater permits, air permits, building permits, and reports of chemical odors or fumes.

The agency responded the same day by directing the request to the City of Santa Clara. At the time of this report, the agency did not respond with records related to the Subject Property or the surrounding sites. Tetra Tech believes that further records from this agency would be unlikely to alter the recommendations or conclusions of this report, and the lack of information does not represent a significant data gap.

Bay Area Air Quality Management District
On February 28, 2022, Tetra Tech reached out to the Bay Area Air Quality Management District in an effort to obtain any records that include groundwater or soil sampling reports/analytical results, reports of spills of petroleum or hazardous chemicals (both closed and open), ASTs and USTs closure reports/certificates, inspection reports, wastewater permits, air permits, building permits, and reports of chemical odors or fumes. The District responded on February 28, 2022 indicating no records were found for the Subject Property. However, at the time of this report, the agency did not respond to records request for the surrounding properties. Tetra Tech considers it unlikely that any further records from this agency would alter the conclusions or recommendations of this report and concludes that the lack of this information does not represent a significant data gap.

Department of Toxic Substances Control
On March 3, 2022, Tetra Tech reached out to DTSC for any records that include groundwater or soil sampling reports/analytical results, reports of spills of petroleum or hazardous chemicals (both closed and open), ASTs and USTs closure reports/certificates, inspection reports, wastewater permits, air permits, building permits, and reports of chemical odors or fumes. The agency mailed a response with facility records for one of the sites located near the Subject Property. A scanned copy of the document is included in Appendix B.

Phase I Environmental Site Assessment 2665 The Alameda 7-1 May 2022

7.0 CONCLUSIONS AND RECOMMENDATIONS
Tetra Tech performed a Phase I Environmental Site Assessment (ESA) for Kapital Partners, LLC at 2665 The Alameda, Santa Clara, California (Property). This Phase I ESA was completed for the potential purchase and development of the Subject Property as student housing. This Phase I ESA was completed in general accordance with American Society for Testing and Materials (ASTM) Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process, E1527-13 and E1527-21 and All Appropriate Inquiries Final Rule 40 Code of Federal Regulations Part 312. The objective of this Phase I ESA was to identify RECs, HRECs, and CRECs that affect the Subject Property.

To assess environmental conditions at the Property, Tetra Tech reviewed site land use history, geology, hydrogeology, and environmental records for the Subject Property and its general vicinity; conducted a visual site reconnaissance; and reviewed the completed User Questionnaire.

The Subject Property is located at 2665 The Alameda and consists of a triangular parcel of land in the city of Santa Clara and is identified by the APN: 230-12-012. The Subject Property is bordered by the Alameda to the northeast, Park Avenue to the west, Bellomy street to the northwest, and a parking lot to the south. The Subject Property is currently undeveloped and vacant except for some monitoring wells. The Subject Property is fenced on all sides and access is on Park Avenue street.

Based on the site reconnaissance performed on March 7, 2022, the ERIS regulatory database review, city directory search, historical aerial and topographic map review, and the completed User Questionnaire, review of the California Geotracker database, and review of other documents made available, the following were identified:

The RECs identified during the completion of this Phase I ESA are as follows:

The Subject Property is an active Leaking Underground Storage Tank (LUST) cleanup site under the San Francisco Bay Regional Water Quality Control Board (RWQCB). A former UNOCAL branded service station operated on the Subject Property from approximately 1930 to 1993. Site features included a station building, three product dispenser islands, four USTs, one waste oil UST, and a clarifier. In March 1993, the service station ceased operations and all above- and below-ground facilities were removed. Site assessments performed at the Subject Property since 1988 revealed petroleum hydrocarbon impacts to soil, soil vapor, and groundwater. A groundwater monitoring well network consisting of groundwater monitoring wells installed at and to the north of the Subject Property has been gauged and sampled generally on a quarterly basis since 1991. The groundwater flow direction beneath the Subject Property is predominantly to the north-northwest with a high variability in Phase I Environmental Site Assessment 2665 The Alameda 7-2 May 2022
groundwater elevations since groundwater monitoring began. Remediation activities at the Subject Property have included the use of absorbent socks, soil excavation, soil vapor extraction, groundwater extraction and treatment, injection of oxygen release compound to enhance bioremediation, biosparging, ozone sparging, and sulfate applications. A request for closure was made in May 2020 under the Low-Threat Underground Storage Tank Case Closure Policy; however, the RWQCB has not granted closure for the Subject Property. The results of the latest groundwater monitoring event conducted in March 2022 indicates significant petroleum impacts remain on the Subject Property and have migrated offsite to the northwest. The presence of petroleum products at the Subject Property due to a release and the lack of regulatory closure is considered a REC.

ASTM defines an HREC as:

A historical recognized environmental condition is not a recognized environmental condition.

The HREC identified during the completion of this Phase I ESA is as follows:

ASTM defines a CREC as:

No CRECs were identified during the completion of this Phase I ESA.

Phase I Environmental Site Assessment 2665 The Alameda 8-1 May 2022

8.0 LIMITATIONS
This report was compiled based partially on information supplied to Tetra Tech from outside sources and other information in the public domain. The conclusions and opinions herein are based on the information Tetra Tech obtained in compiling the report. This information is on file at Tetra Tech’s office in Irvine, California. Tetra Tech makes no warranty as to the accuracy of statements made by others that may be contained in the report; nor are any other warranties or guarantees, expressed or implied, included or intended by the report except that it has been prepared in accordance with the current generally accepted practices and standards consistent with the level of care and skill exercised under similar circumstances by other professional consultants or firms performing the same or similar services. Because the facts forming the basis for the report are subject to professional interpretation and differing conclusions could be reached. Tetra Tech does not assume responsibility for discovery and elimination of hazards that could cause accidents, injuries, or damage. Compliance with submitted recommendations or suggestions does not assure elimination of hazards or fulfillment of client’s obligations under local, state, or federal laws, or any modifications or changes to such laws.

None of the work performed hereunder shall constitute or be represented as a legal opinion of any kind or nature but shall be a representation of findings of fact from site reconnaissance and records examined.

Phase I Environmental Site Assessment 2665 The Alameda 9-1 May 2022

9.0 SIGNATURE OF ENVIRONMENTAL PROFESSIONAL
I declare that, to the best of my professional knowledge and belief, I meet the definition of Environmental Professional as defined in 40 Code of Federal Regulations Part 312.10.

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 Inquires in conformation with the standards and practices set forth in 40 Code of Federal Regulations Part 312. The resume of Tetra Tech personnel preparing the Phase I ESA is provided in Appendix F.

Prepared by
Tetra Tech, Inc.

Carl Lenker, P.E.

Project Manager

Phase I Environmental Site Assessment 2665 The Alameda 10-1 May 2022

10.0 REFERENCES
Arcadis. 2020. Site Conceptual Model and Low-Threat Closure Policy Request, Former Unocal Site No. 306426, 2665 The Alameda, Santa Clara, CA 95050. May 5.

ASTM (American Society for Testing and Materials). 2016. Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process for Forestland or Rural Property, ASTM Designation E2247-16, 2016.

CDC (California Department of Conservation). 2018. Geologic Atlas State Maps. http://www.quake.ca.gov/gmaps/RGM/sanbernardino/sanbernardino.html.

California Department of Water Resources (DWR) 1975. Evaluation of Groundwater Resources South San Francisco Bay Volume III.

ENSR (ENSR International). 2005. Remedial Status Report – Third and Fourth Quarters 2004.

ERIS (Environmental Risk Information Services, Inc.). 2022. Database Report. Order Number 22020800919. February 28, 2022.

IT. 2001. Corrective Action Plan, Former Unocal-branded Service Station, 2665 The Alameda, Santa Clara, California. December 6.

Northern Santa Clara County Area: Bulletin 118-1.

PHR (PHR Environmental Consultants Inc.). 1992. Phase I Environmental Site Assessment: Unocal Station No. 0715, 2665 The Alameda, Santa Clara, California. May 28.

Piers(Piers Environmental Services). 1999. Limited Phase II Environmental Assessment for 700 Bellomy Street, Santa Clara, California. April 12.

Piers. 2002. Report of Groundwater Sampling for 700 Bellomy Street, Santa Clara. January 24.

Stantec (Stantec Consulting Services Inc.). 2012. Site Assessment Report, Chevron 306426 (Former Unocal #0715), 2665 The Alameda, Santa Clara, California. May 31.

USDA (U.S. Department of Agriculture). 2006. Land Resource Regions and Major Land Resource Areas of the United States. USDA Handbook 296. Issued 2006.

Phase I Environmental Site Assessment 2665 The Alameda May 2022
Figures
0 1,000

APPROXIMATE SCALE IN FEET
2,000
1 P:\1347-0001-Kapital Partners Santa Clara DD\CAD\FIGURE 1 - SITE LOCATION MAP.dwg Feb 28, 2022 - 3:57pm KELSEY.GIRTY

FIGUREPROJECT

NUMBER APPROVED BY DRAWN BY DATE

SITE LOCATION MAP
SOURCE: THE USGS STORE; SAN JOSE WEST, CA QUADRANGLE; 2015 PREPARED BY:
17885 Von Karman Avenue, Suite 500
Irvine, CA 92614-5227
Phone (949) 809-5000 Fax (949) 809-5010
TETRA TECH, INC.

SITE
SANTA CLARA, CA2655 THE ALAMEDA
194-1347-0001 FEB 2022CL KG

THE ALAMEDA

BELLOMY STREET

PARK AVENUE

KIDS ON CAMPUS PRESCHOOL

PIZZA MY HEART

ALAMEDA RESIDENCE HALL

PRIVATE RESIDENCES

VARSI PLACE

UNIVERSITY CLEANERS
P:\1347-0001-Kapital Partners Santa Clara DD\CAD\Phase I ESA\FIGURE 2 - SITE PLAN.dwg May 05, 2022 - 2:05pm KELSEY.GIRTY

NO WARRANTY IS MADE BY TETRA TECH AS TO ACCURACY, RELIABILITY, OR COMPLETENESS OF THESE DATA. THIS INFORMATION MAY NOT MEET NATIONAL MAP ACCURACY STANDARDS. THIS PRODUCT WAS

DEVELOPED ELECTRONICALLY AND MAY BE UPDATED WITHOUT
NOTIFICATION. REPRODUCTION MAY RESULT IN A LOSS OF SCALE AND OR INFORMATION.

FIGURE
194-1347-0001FEB 2022 CLKG

PROJECT

NUMBERAPPROVED BY DRAWN BYDATE
SANTA CLARA, CA 2655 THE ALAMEDA
2 PREPARED BY:
17885 VON KARMAN AVENUE, SUITE 500
IRVINE, CA 92614-6213
Phone (949) 809-5000 Fax (949) 809-5010
TETRA TECH, INC.

1. ALL LOCATIONS ARE APPROXIMATE.

2. AERIAL IMAGE SOURCE: NEARMAP, SEPTEMBER 2021.

NOTES:
60120 0

APPROXIMATE SCALE IN FEET

SITE PLAN
LEGEND

SITE BOUNDARY
U-20M/D
U-22S/M/D
U-21M/D
U-8RM/D
U-16
U-17
MW-1 MW-2
MW-3
U-8
U-9
U-5
U-6
U-7
U-18*
U-4
U-11
U-2
U-14*
U-15
U-12*
U-19
U-1U-13
U-10
U-3
UV-1
UV-3
UV-2
UV-6
UV-5
UV-4
SP-2
SP-1
SP-4
SP-3

THE ALAMEDA

BELLOMY STREET

PARK AVENUE

KIDS ON CAMPUS PRESCHOOL

PIZZA MY HEART

ALAMEDA RESIDENCE HALL

PRIVATE RESIDENCES

VARSI PLACE

UNIVERSITY CLEANERS
P:\1347-0001-Kapital Partners Santa Clara DD\CAD\Phase I ESA\FIGURE 3 - SITE PLAN WITH MW LOCATIONS.r.dwg May 05, 2022 - 2:37pm KELSEY.GIRTY

NO WARRANTY IS MADE BY TETRA TECH AS TO ACCURACY, RELIABILITY, OR COMPLETENESS OF THESE DATA. THIS INFORMATION MAY NOT MEET NATIONAL MAP ACCURACY STANDARDS. THIS PRODUCT WAS

DEVELOPED ELECTRONICALLY AND MAY BE UPDATED WITHOUT
NOTIFICATION. REPRODUCTION MAY RESULT IN A LOSS OF SCALE AND OR INFORMATION.

FIGURE
194-1347-0001APR 2022 CLKG

PROJECT

NUMBERAPPROVED BY DRAWN BYDATE
SANTA CLARA, CA 2655 THE ALAMEDA
3 PREPARED BY:
17885 VON KARMAN AVENUE, SUITE 500
IRVINE, CA 92614-6213
Phone (949) 809-5000 Fax (949) 809-5010
TETRA TECH, INC.

1. ALL LOCATIONS ARE APPROXIMATE.

2. AERIAL IMAGE SOURCE: NEARMAP, SEPTEMBER 2021.

NOTES:
60120 0

APPROXIMATE SCALE IN FEET

SITE PLAN WITH WELL NETWORK
LEGEND

SITE BOUNDARY

VAPOR EXTRACTION WELL

GROUNDWATER MONITORING WELL (MID)

GROUNDWATER MONITORING WELL (DEEP)

NESTED GROUNDWATER MONITORING WELL

ABANDONED MONITORING WELL

ABANDONED VAPOR EXTRACTION WELL

OZONE SPARGE POINT
PETROLEUM ODOR OBSERVED WHEN OPENEDU-18*
Phase I Environmental Site Assessment 2665 The Alameda May 2022
Appendix A—Environmental Risk Information Services
(ERIS) Database Search
Project Property: Kapital Partners, LLC - 2655 The Alameda, Santa Clara, CA
Kapital Partners, LLC - 2655 The Alameda,
Santa Clara, CA
Santa Clara CA
Project No: 1347-0001
Report Type: Database Report
Order No: 22022400175
Requested by: Tetra Tech, Inc.

Date Completed: February 28, 2022
2 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 h-Table of Contents
Notice: IMPORTANT LIMITATIONS and YOUR LIABILITY
Reliance on information in Report: This report DOES NOT replace a full Phase I Environmental Site Assessment but is solely intended to be used as database review of environmental records.

License for use of information in Report: No page of this report can be used without this cover page, this notice and the project property identifier.

The information in Report(s) may not be modified or re-sold.

Your Liability for misuse: Using this Service and/or its reports in a manner contrary to this Notice or your agreement will be in breach of copyright and contract and ERIS may obtain damages for such mis-use, including damages caused to third parties, and gives ERIS the right to terminate your account, rescind your license to any previous reports and to bar you from future use of the Service.

No warranty of Accuracy or Liability for ERIS: The information contained in this report has been produced by ERIS Information Inc. ("ERIS") using various sources of information, including information provided by Federal and State government departments. The report applies only to the address and up to the date specified on the cover of this report, and any alterations or deviation from this description will require a new report. This report and the data contained herein does not purport to be and does not constitute a guarantee of the accuracy of the information contained herein and does not constitute a legal opinion nor medical advice. Although ERIS has endeavored to present you with information that is accurate, ERIS disclaims, any and all liability for any errors, omissions, or inaccuracies in such information and data, whether attributable to inadvertence, negligence or otherwise, and for any consequences arising therefrom. Liability on the part of ERIS is limited to the monetary value paid for this report.

Trademark and Copyright: You may not use the ERIS trademarks or attribute any work to ERIS other than as outlined above. This Service and Report (s) are protected by copyright owned by ERIS Information Inc. Copyright in data used in the Service or Report(s) (the "Data") is owned by ERIS or its licensors. The Service, Report(s) and Data may not be copied or reproduced in whole or in any substantial part without prior written consent of ERIS.

Table of Contents
Table of Contents...........................................................................................2 Executive Summary........................................................................................3 Executive Summary: Report Summary.......................................................................................................................4 Executive Summary: Site Report Summary - Project Property...................................................................................9 Executive Summary: Site Report Summary - Surrounding Properties......................................................................11 Executive Summary: Summary by Data Source.......................................................................................................26 Map...............................................................................................................46 Aerial.............................................................................................................49 Topographic Map..........................................................................................50 Detail Report.................................................................................................51 Unplottable Summary.................................................................................594 Unplottable Report......................................................................................595 Appendix: Database Descriptions...............................................................596 Definitions...................................................................................................611 3 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 h-Executive Summary
Property Information:

Project Property: Kapital Partners, LLC - 2655 The Alameda, Santa Clara, CA Kapital Partners, LLC - 2655 The Alameda, Santa Clara, CA Santa Clara CA Project No: 1347-0001
Coordinates:

Latitude: 37.34619733
Longitude: -121.93736333
UTM Northing: 4,133,807.79
UTM Easting: 594,120.28
UTM Zone: UTM Zone 10S
Elevation: 75 FT
Order Information:

Order No: 22022400175
Date Requested: February 24, 2022
Requested by: Tetra Tech, Inc.

Report Type: Database Report
Historicals/Products:

Aerial Photographs Historical Aerials (with Project Boundaries) City Directory Search CD - 2 Street Search
ERIS Xplorer ERIS Xplorer
Excel Add-On Excel Add-On
Fire Insurance Maps US Fire Insurance Maps
Physical Setting Report (PSR) Physical Setting Report (PSR) Topographic Map Topographic Maps
Executive Summary
4 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 h-Executive Summary: Report Summary
Database Searched Search
Radius
Project
Property
Within

0.12mi

0.125mi
to 0.25mi

0.25mi to

0.50mi

0.50mi to

1.00mi
Total
Standard Environmental Records
Federal
rr-DOE FUSRAP-aa Y 1 0 0 0 0 0 0

rr-NPL-aa Y 1 0 0 0 0 0 0

rr-PROPOSED NPL-aa Y 1 0 0 0 0 0 0

rr-DELETED NPL-aa Y 0.5 0 0 0 0 - 0

rr-SEMS-aa Y 0.5 0 0 0 0 - 0

rr-ODI-aa Y 0.5 0 0 0 0 - 0

rr-SEMS ARCHIVE-aa Y 0.5 0 1 0 1 - 2

rr-CERCLIS-aa Y 0.5 0 1 0 1 - 2

rr-IODI-aa Y 0.5 0 0 0 0 - 0

rr-CERCLIS NFRAP-aa Y 0.5 0 1 0 1 - 2

rr-CERCLIS LIENS-aa Y PO 0 - - - - 0

rr-RCRA CORRACTS-aa Y 1 0 0 0 0 2 2

rr-RCRA TSD-aa Y 0.5 0 2 0 5 - 7

rr-RCRA LQG-aa Y 0.25 0 0 0 - - 0

rr-RCRA SQG-aa Y 0.25 0 0 0 - - 0

rr-RCRA VSQG-aa Y 0.25 0 0 0 - - 0

rr-RCRA NON GEN-aa Y 0.25 0 7 6 - - 13

rr-RCRA CONTROLS-aa Y 0.5 0 0 0 0 - 0

rr-FED ENG-aa Y 0.5 0 0 0 0 - 0

rr-FED INST-aa Y 0.5 0 0 0 0 - 0

rr-LUCIS-aa Y 0.5 0 0 0 0 - 0

rr-ERNS 1982 TO 1986-aa Y PO 0 - - - - 0

rr-ERNS 1987 TO 1989-aa Y PO 0 - - - - 0

rr-ERNS-aa Y PO 0 - - - - 0

rr-FED BROWNFIELDS-aa Y 0.5 0 0 0 0 - 0

rr-FEMA UST-aa Y 0.25 0 0 0 - - 0

rr-FRP-aa Y 0.25 0 0 0 - - 0

DOE FUSRAP
NPL

PROPOSED NPL

DELETED NPL
SEMS
ODI

SEMS ARCHIVE

CERCLIS
IODI

CERCLIS NFRAP

CERCLIS LIENS

RCRA CORRACTS

RCRA TSD

RCRA LQG

RCRA SQG

RCRA VSQG

RCRA NON GEN

RCRA CONTROLS

FED ENG

FED INST
LUCIS
ERNS 1982 TO 1986
ERNS 1987 TO 1989
ERNS

FED BROWNFIELDS

FEMA UST
FRP
Executive Summary: Report Summary
5 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Database Searched Search
Radius
Project
Property
Within

0.12mi

0.125mi
to 0.25mi

0.25mi to

0.50mi

0.50mi to

1.00mi
Total

rr-HIST GAS STATIONS-aa Y 0.25 0 0 0 - - 0

rr-REFN-aa Y 0.25 0 0 0 - - 0

rr-BULK TERMINAL-aa Y 0.25 0 0 0 - - 0

rr-SEMS LIEN-aa Y PO 0 - - - - 0

rr-SUPERFUND ROD-aa Y 1 0 0 0 0 0 0

State
rr-RESPONSE-aa Y 1 0 0 0 1 0 1

rr-ENVIROSTOR-aa Y 1 0 0 0 10 16 26

rr-DELISTED ENVS-aa Y 1 0 0 0 0 0 0

rr-SWF/LF-aa Y 0.5 0 0 0 0 - 0

rr-SWRCB SWF-aa Y 0.5 0 0 0 0 - 0

rr-WMUD-aa Y 0.5 0 0 0 0 - 0

rr-HWP-aa Y 1 0 0 0 0 4 4

rr-SWAT-aa Y 0.5 0 0 0 0 - 0

rr-C&D DEBRIS RECY-aa Y 0.5 0 0 0 0 - 0

rr-RECYCLING-aa Y 0.5 0 0 0 0 - 0

rr-PROCESSORS-aa Y 0.5 0 0 0 0 - 0

rr-CONTAINER RECY-aa Y 0.5 0 0 0 0 - 0

rr-LDS-aa Y 0.5 0 0 0 0 - 0

rr-LUST-aa Y 0.5 1 3 3 17 - 24

rr-DELISTED LST-aa Y 0.5 0 0 0 0 - 0

rr-UST-aa Y 0.25 0 0 0 - - 0

rr-UST CLOSURE-aa Y 0.5 0 0 0 0 - 0

rr-HHSS-aa Y 0.25 3 1 1 - - 5

rr-UST SWEEPS-aa Y 0.25 1 0 1 - - 2

rr-AST-aa Y 0.25 0 0 3 - - 3

rr-AST SWRCB-aa Y 0.25 0 0 0 - - 0

rr-TANK OIL GAS-aa Y 0.25 0 0 0 - - 0

rr-DELISTED TNK-aa Y 0.25 0 0 0 - - 0

rr-CERS TANK-aa Y 0.25 0 0 0 - - 0

rr-DELISTED CTNK-aa Y 0.25 0 0 28 - - 28

rr-HIST TANK-aa Y 0.25 3 2 1 - - 6

rr-LUR-aa Y 0.5 0 0 0 1 - 1

rr-CALSITES-aa Y 0.5 0 0 0 2 - 2

HIST GAS STATIONS
REFN

BULK TERMINAL

SEMS LIEN

SUPERFUND ROD

RESPONSE

ENVIROSTOR

DELISTED ENVS
SWF/LF

SWRCB SWF
WMUD
HWP
SWAT

C&D DEBRIS RECY

RECYCLING

PROCESSORS

CONTAINER RECY
LDS
LUST

DELISTED LST
UST

UST CLOSURE
HHSS

UST SWEEPS
AST

AST SWRCB

TANK OIL GAS

DELISTED TNK

CERS TANK

DELISTED CTNK

HIST TANK
LUR

CALSITES
6 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Database Searched Search
Radius
Project
Property
Within

0.12mi

0.125mi
to 0.25mi

0.25mi to

0.50mi

0.50mi to

1.00mi
Total

rr-HLUR-aa Y 0.5 0 0 0 0 - 0

rr-DEED-aa Y 0.5 0 0 0 1 - 1

rr-VCP-aa Y 0.5 0 0 0 2 - 2

rr-CLEANUP SITES-aa Y 0.5 0 0 0 5 - 5

rr-DELISTED COUNTY-aa Y 0.25 0 0 0 - - 0

Tribal
rr-INDIAN LUST-aa Y 0.5 0 0 0 0 - 0

rr-INDIAN UST-aa Y 0.25 0 0 0 - - 0

rr-DELISTED ILST-aa Y 0.5 0 0 0 0 - 0

rr-DELISTED IUST-aa Y 0.25 0 0 0 - - 0

County
rr-HSOL SANTACLARA-aa Y 0.5 0 0 2 0 - 2

rr-LOP SANTACLARA-aa Y 0.5 1 3 4 16 - 24

rr-UST SANTACLARA-aa Y 0.25 0 0 0 - - 0

rr-CUPA SANTACLARA-aa Y 0.25 0 0 0 - - 0

rr-HAZ SANJOSE-aa Y 0.25 0 0 0 - - 0

rr-CUPA GILROY-aa Y 0.25 0 0 0 - - 0

rr-CUPA SUNNYVALE-aa Y 0.25 0 0 0 - - 0

Additional Environmental Records
Federal
rr-FINDS/FRS-aa Y PO 2 2 - - - 4

rr-TRIS-aa Y PO 0 - - - - 0

rr-PFAS TRI-aa Y 0.5 0 0 0 0 - 0

rr-PFAS NPL-aa Y 0.5 0 0 0 0 - 0

rr-PFAS WATER-aa Y 0.5 0 0 0 0 - 0

rr-PFAS SSEHRI-aa Y 0.5 0 0 0 0 - 0

rr-HMIRS-aa Y 0.125 0 0 - - - 0

rr-NCDL-aa Y 0.125 0 0 - - - 0

rr-TSCA-aa Y 0.125 0 0 - - - 0

rr-HIST TSCA-aa Y 0.125 0 0 - - - 0

rr-FTTS ADMIN-aa Y PO 0 - - - - 0

rr-FTTS INSP-aa Y PO 0 - - - - 0

rr-PRP-aa Y PO 0 - - - - 0

rr-SCRD DRYCLEANER-aa Y 0.5 0 0 0 0 - 0

HLUR
DEED
VCP

CLEANUP SITES

DELISTED COUNTY

INDIAN LUST

INDIAN UST

DELISTED ILST

DELISTED IUST

HSOL SANTACLARA

LOP SANTACLARA

UST SANTACLARA

CUPA SANTACLARA

HAZ SANJOSE

CUPA GILROY

CUPA SUNNYVALE

FINDS/FRS
TRIS

PFAS TRI

PFAS NPL

PFAS WATER

PFAS SSEHRI
HMIRS
NCDL
TSCA

HIST TSCA

FTTS ADMIN

FTTS INSP
PRP

SCRD DRYCLEANER
7 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Database Searched Search
Radius
Project
Property
Within

0.12mi

0.125mi
to 0.25mi

0.25mi to

0.50mi

0.50mi to

1.00mi
Total

rr-ICIS-aa Y PO 0 - - - - 0

rr-FED DRYCLEANERS-aa Y 0.25 0 0 0 - - 0

rr-DELISTED FED DRY-aa Y 0.25 0 0 0 - - 0

rr-FUDS-aa Y 1 0 0 0 0 1 1

rr-FORMER NIKE-aa Y 1 0 0 0 0 0 0

rr-PIPELINE INCIDENT-aa Y PO 0 - - - - 0

rr-MLTS-aa Y PO 0 - - - - 0

rr-HIST MLTS-aa Y PO 0 - - - - 0

rr-MINES-aa Y 0.25 0 0 0 - - 0

rr-SMCRA-aa Y 1 0 0 0 0 0 0

rr-MRDS-aa Y 1 0 0 1 1 0 2

rr-URANIUM-aa Y 1 0 0 0 0 0 0

rr-ALT FUELS-aa Y 0.25 0 0 6 - - 6

rr-SSTS-aa Y 0.25 0 0 0 - - 0

rr-PCB-aa Y 0.5 0 0 0 0 - 0

State
rr-DRYCLEANERS-aa Y 0.25 0 0 0 - - 0

rr-DELISTED DRYCLEANERS-aa Y 0.25 0 0 0 - - 0

rr-DRYC GRANT-aa Y 0.25 0 0 0 - - 0

rr-PFAS-aa Y 0.5 0 0 0 0 - 0

rr-PFAS GW-aa Y 0.5 0 0 0 0 - 0

rr-HWSS CLEANUP-aa Y 0.5 0 0 0 0 - 0

rr-TOXIC PITS-aa Y 1 0 0 0 0 0 0

rr-DTSC HWF-aa Y 0.5 0 0 0 0 - 0

rr-INSP COMP ENF-aa Y 1 0 0 0 0 2 2

rr-SCH-aa Y 1 0 0 0 0 0 0

rr-CHMIRS-aa Y PO 0 - - - - 0

rr-HIST CHMIRS-aa Y PO 0 - - - - 0

rr-HAZNET-aa Y PO 3 7 - - - 10

rr-HIST MANIFEST-aa Y PO 2 1 - - - 3

rr-HW TRANSPORT-aa Y 0.125 0 0 - - - 0

rr-WASTE TIRE-aa Y PO 0 - - - - 0

rr-MEDICAL WASTE-aa Y 0.25 0 0 0 - - 0

rr-HIST CORTESE-aa Y 0.5 0 0 0 0 - 0

rr-CDO/CAO-aa Y 0.5 0 0 0 0 - 0

ICIS

FED DRYCLEANERS

DELISTED FED DRY
FUDS

FORMER NIKE

PIPELINE INCIDENT
MLTS

HIST MLTS
MINES
SMCRA
MRDS

URANIUM

ALT FUELS
SSTS
PCB

DRYCLEANERS

DELISTED DRYCLEANERS

DRYC GRANT
PFAS

PFAS GW

HWSS CLEANUP

TOXIC PITS

DTSC HWF

INSP COMP ENF
SCH
CHMIRS

HIST CHMIRS
HAZNET

HIST MANIFEST

HW TRANSPORT

WASTE TIRE

MEDICAL WASTE

HIST CORTESE

CDO/CAO
8 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Database Searched Search
Radius
Project
Property
Within

0.12mi

0.125mi
to 0.25mi

0.25mi to

0.50mi

0.50mi to

1.00mi
Total

rr-CERS HAZ-aa Y 0.125 0 3 - - - 3

rr-DELISTED HAZ-aa Y 0.5 0 0 0 2 - 2

rr-GEOTRACKER-aa Y 0.125 0 0 - - - 0

rr-MINE-aa Y 1 0 0 0 0 0 0

rr-LIEN-aa Y PO 0 - - - - 0

rr-WASTE DISCHG-aa Y 0.25 0 0 0 - - 0

rr-EMISSIONS-aa Y 0.25 0 0 0 - - 0

rr-CDL-aa Y 0.125 0 0 - - - 0

Tribal No Tribal additional environmental record sources available for this State.

County No County additional environmental databases were selected to be included in the search.

Total: 16 34 56 66 25 197
* PO – Property Only
* 'Property and adjoining properties' database search radii are set at 0.25 miles.

CERS HAZ

DELISTED HAZ

GEOTRACKER
MINE
LIEN

WASTE DISCHG

EMISSIONS
CDL
9 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 h-Executive Summary: Site Report Summary - Project Property Map
Key
DB Company/Site Name Address Direction Distance
(mi/ft)
Elev Diff
(ft)
Page
Number
m
1d
dd-LOP SANTACLARA-820145005-aa
Unocal #0715 2665 The Alameda Santa
Clara
CA
NW 0.00
/ 0.00 -1
p1p-51-820145005-x1x
SCVWD ID | Closure Date: 07S1W02Q02f |
m1d
dd-LUST-820204692-aa
UNOCAL #0715 2665 THE ALAMEDA
SANTA CLARA CA 95050
NW 0.00 / 0.00 -1
p1p-51-820204692-x1x
Global ID | Status | Status Date: T0608501511 | OPEN - REMEDIATION | m1d
dd-HHSS-822922797-aa
UNION OIL SS 0715 2665 THE ALAMEDA
SANTA CLARA CA 95050
NW 0.00 / 0.00 -1
p1p-132-822922797-x1x
m1d
dd-HHSS-822968208-aa
UNION OIL SS 0715 2665 THE ALAMEDA
SANTA CLARA CA 95050
NW 0.00 / 0.00 -1
p1p-132-822968208-x1x
m1d
dd-HHSS-822980109-aa
UNION OIL SS 0715 2665 THE ALAMEDA
SANTA CLARA CA 95050
NW 0.00
/ 0.00 -1
p1p-132-822980109-x1x
m1d
dd-HAZNET-826417249-aa

UNOCAL SERVICE
STATION #0715
2665 ALAMEDA THE

SANTA CLARA CA
950500000
NW 0.00
/ 0.00 -1
p1p-132-826417249-x1x
m1d
dd-HAZNET-826583134-aa
1X UNIVERSITY UNOCAL 2665 THE ALAMEDA

SANTA CLARA CA
950500000
NW 0.00
/ 0.00 -1
p1p-133-826583134-x1x
m1d
dd-HAZNET-827016451-aa
UNIVERSITY UNOCAL 2665 THE ALAMEDA

SANTA CLARA CA
950500000
NW 0.00
/ 0.00 -1
p1p-134-827016451-x1x
m1d
dd-HIST MANIFEST-827451217-aa
2665 ALAMEDA THE

SANTA CLARA CA
950500000
NW 0.00
/ 0.00 -1
p1p-134-827451217-x1x
m1d
dd-HIST MANIFEST-827492671-aa
2665 THE ALAMEDA

SANTA CLARA CA
950500000
NW 0.00
/ 0.00 -1
p1p-135-827492671-x1x
m1d
dd-FINDS/FRS-840024614-aa
UNOCAL #0715 2665 THE ALAMEDA
SANTA CLARA CA 95050
NW 0.00
/ 0.00 -1
p1p-136-840024614-x1x
Registry ID: 110065431161
m1d
dd-FINDS/FRS-840078997-aa
FORMER UNOCAL #715 2665 THE ALAMEDA AT
PARK
SANTA CLARA CA 95050
NW 0.00
/ 0.00 -1
p1p-137-840078997-x1x
Registry ID: 110066635074
m1d
dd-HIST TANK-865039935-aa
UNION OIL SS#0715 2665 THE ALAMEDA

SANTA CLARA CA
NW 0.00 / 0.00 -1
p1p-137-865039935-x1x
51 51
132
132
132
132
133
134
134
135
136
137
137
1 1
1 1
1 1
1 1
1 1
1 1
1 LOP

SANTACLARA
LUST
HHSS
HHSS
HHSS
HAZNET
HAZNET
HAZNET
HIST

MANIFEST
HIST

MANIFEST

FINDS/FRS

FINDS/FRS
HIST
TANK
Executive Summary: Site Report Summary - Project Property 10 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map
Key
DB Company/Site Name Address Direction Distance
(mi/ft)
Elev Diff
(ft)
Page
Number
m
1d
dd-HIST TANK-865060000-aa
UNION OIL SS#0715 2665 THE ALAMEDA

SANTA CLARA CA
NW 0.00 / 0.00 -1
p1p-137-865060000-x1x
m1d
dd-HIST TANK-865092850-aa
UNION OIL SS #0715 2665 THE ALAMEDA

SANTA CLARA CA
NW 0.00 / 0.00 -1
p1p-138-865092850-x1x
m1d
dd-UST SWEEPS-888175929-aa
UNOCAL SS #0715 2665 THE ALAMEDA

SANTA CLARA CA
NW 0.00 / 0.00 -1
p1p-138-888175929-x1x
C C | Status: I43-010-4557 | INACTIVE
Tank ID: 000001, 000004, 000003, 000002
137
138
138
1 1
1 HIST
TANK
HIST
TANK
UST
SWEEPS
11 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 h-Executive Summary: Site Report Summary - Surrounding Properties Map
Key
DB Company/Site Name Address Direction Distance
(mi/ft)
Elev Diff
(ft)
Page
Number
m
2d
dd-HAZNET-826159108-aa
1X MR LAPERA 2935 PARK AVE

SANTA CLARA CA
950500000
SSW 0.01 / 56.53 0
p1p-139-826159108-x1x
m2d
dd-HAZNET-826264645-aa
1X LEPERA, LOUIS 2939 PARK AVE

SANTA CLARA CA
950500000
SSW 0.01 / 56.53 0
p1p-139-826264645-x1x
m2d
dd-HAZNET-826682615-aa
1X MR LAPERA 2937 PARK

SANTA CLARA CA
950500000
SSW 0.01 / 56.53 0
p1p-140-826682615-x1x
m2d
dd-HAZNET-826682616-aa
1X MR LAPERA 2939 PARK

SANTA CLARA CA
950500000
SSW 0.01 / 56.53 0
p1p-140-826682616-x1x
m3d
dd-LOP SANTACLARA-820144180-aa
Zycon Corporation
Property
390 Bellomy St San Jose
CA
WNW 0.02 / 90.48 -1
p1p-141-820144180-x1x
SCVWD ID | Closure Date: 07S1W01M01f | 6/19/1995
m3d
dd-LOP SANTACLARA-820144588-aa
Stuft Pizza 700 Bellomy St Santa Clara
CA
WNW 0.02 / 90.48 -1
p1p-141-820144588-x1x
SCVWD ID | Closure Date: 07S1W02Q03f | 6/26/2002
m3d
dd-LUST-820183706-aa
STUFT PIZZA 700 BELLOMY ST
SANTA CLARA CA 95050
WNW 0.02 / 90.48 -1
p1p-141-820183706-x1x
Global ID | Status | Status Date: T0608501041 | COMPLETED - CASE CLOSED | m3d
dd-LUST-820196575-aa

ZYCON CORPORATION

PROPERTY
390 BELLOMY ST
SAN JOSE CA 95101
WNW 0.02 / 90.48 -1
p1p-149-820196575-x1x
Global ID | Status | Status Date: T0608501617 | COMPLETED - CASE CLOSED | m3d
dd-HAZNET-826602468-aa
1X SOBRATO DEV CO 390 BELLOMY ST
SAN JOSE CA 000000000
WNW 0.02 / 90.48 -1
p1p-152-826602468-x1x
m3d
dd-HAZNET-826745686-aa
1X MARKET

WHOLESALE

GROCERIES
390 BELLOMY STREET

SANTA CLARA CA
950500000
WNW 0.02 / 90.48 -1
p1p-153-826745686-x1x
m3d
dd-HAZNET-826989112-aa
MARK BACH REALTY 700 BELLAMY

SANTA CLARA CA
950500000
WNW 0.02 / 90.48 -1
p1p-153-826989112-x1x
m3d
dd-HIST MANIFEST-827487331-aa
390 BELLOMY STREET

SANTA CLARA CA
950500000
WNW 0.02 / 90.48 -1
p1p-154-827487331-x1x
139
139
140
140
141
141
141
149
152
153
153
154
2 2
2 2
3 3
3 3
3 3
3 3
HAZNET
HAZNET
HAZNET
HAZNET
LOP

SANTACLARA
LOP

SANTACLARA
LUST
LUST
HAZNET
HAZNET
HAZNET
HIST

MANIFEST
Executive Summary: Site Report Summary - Surrounding Properties 12 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map
Key
DB Company/Site Name Address Direction Distance
(mi/ft)
Elev Diff
(ft)
Page
Number
m
3d
dd-FINDS/FRS-840114710-aa
STUFT PIZZA 700 BELLOMY ST
SANTA CLARA CA 95050
WNW 0.02 / 90.48 -1
p1p-155-840114710-x1x
Registry ID: 110066327861
m3d
dd-FINDS/FRS-840166689-aa

ZYCON CORPORATION

PROPERTY
390 BELLOMY ST
SAN JOSE CA 95101
WNW 0.02 / 90.48 -1
p1p-155-840166689-x1x
Registry ID: 110066751367
m3d
dd-CERS HAZ-859578674-aa
Pizza My Heart 700 BELLOMY ST
SANTA CLARA CA 95050
WNW 0.02 / 90.48 -1
p1p-156-859578674-x1x
m3d
dd-HIST TANK-865088648-aa
MARKET DISTRIBUTORS 390 BELLOMY ST.

SANTA CLARA CA
WNW 0.02 / 90.48 -1
p1p-158-865088648-x1x
m4d
dd-RCRA TSD-877583123-aa

SANTA CLARA

UNIVERSITY
750 LOCUST ST.

SANTA CLARA CA 95050
SSW 0.06 /
339.55
2 p1p-158-877583123-x1x
EPA Handler ID: CAC003017725
m4d
dd-RCRA TSD-877588512-aa

SANTA CLARA

UNIVERSITY
750 LOCUST ST.

SANTA CLARA CA 95050
SSW 0.06 /
339.55
2 p1p-159-877588512-x1x
EPA Handler ID: CAC003017715
m4d
dd-RCRA NON GEN-878141911-aa

SANTA CLARA

UNIVERSITY
750 LOCUST ST.

SANTA CLARA CA 95050
SSW 0.06 /
339.55
2 p1p-160-878141911-x1x
EPA Handler ID: CAC003017725
m4d
dd-RCRA NON GEN-878150703-aa

SANTA CLARA

UNIVERSITY
750 LOCUST ST.

SANTA CLARA CA 95050
SSW 0.06 /
339.55
2 p1p-161-878150703-x1x
EPA Handler ID: CAC003017715
m5d
dd-LOP SANTACLARA-820144085-aa
Santa Clara University 2795 The Alameda Santa
Clara
CA
NW 0.07 /
350.74
1 p1p-162-820144085-x1x
SCVWD ID | Closure Date: 07S1W02Q01f | 11/29/1999
m5d
dd-LUST-820208104-aa

SANTA CLARA

UNIVERSITY
2795 THE ALAMEDA
SANTA CLARA CA 95050
NW 0.07 /
350.74
1 p1p-162-820208104-x1x
Global ID | Status | Status Date: T0608501091 | COMPLETED - CASE CLOSED | m5d
dd-HHSS-822930148-aa
TEXACO 2795 THE ALAMEDA
SANTA CLARA CA 95050
NW 0.07 /
350.74
1 p1p-165-822930148-x1x
m5d
dd-HIST TANK-865075866-aa
TEXACO 2795 THE ALAMEDA

SANTA CLARA CA
NW 0.07 /
350.74
1 p1p-165-865075866-x1x
m6d
dd-CERS HAZ-859581448-aa
Safeway 0763 2605 THE ALAMEDA
SANTA CLARA CA 95050
SE 0.07 /
354.91
-1
p1p-166-859581448-x1x
155
155
156
158
158
159
160
161
162
162
165
165
166
3 3
3 3
4 4
4 4
5 5
5 5
6 FINDS/FRS

FINDS/FRS
CERS
HAZ
HIST
TANK
RCRA
TSD
RCRA
TSD
RCRA

NON GEN
RCRA

NON GEN
LOP

SANTACLARA
LUST
HHSS
HIST
TANK
CERS
HAZ
13 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map
Key
DB Company/Site Name Address Direction Distance
(mi/ft)
Elev Diff
(ft)
Page
Number
m
6d
dd-RCRA NON GEN-873923626-aa
SAFEWAY STORE #763 2605 THE ALAMEDA
SANTA CLARA CA 95050-
6003
SE 0.07 /
354.91
-1
p1p-167-873923626-x1x
EPA Handler ID: CAL000353634
m7d
dd-CERS HAZ-859579264-aa
TACO BELL 2555 THE ALAMEDA
SANTA CLARA CA 95050
ESE 0.09 /
492.10
1 p1p-168-859579264-x1x
m8d
dd-RCRA NON GEN-874015127-aa

SANTA CLARA

UNIVERSITY
819 BELLOMY ST.

SANTA CLARA CA 95050
W 0.11 /
575.02
4 p1p-172-874015127-x1x
EPA Handler ID: CAC002974049
m8d
dd-RCRA NON GEN-874022378-aa

SANTA CLARA

UNIVERSITY
819 BELLOMY ST
SANTA CLARA CA 95050
W 0.11 /
575.02
4 p1p-173-874022378-x1x
EPA Handler ID: CAC002972284
m8d
dd-RCRA NON GEN-878166550-aa

SANTA CLARA

UNIVERSITY
819 BELLOMY ST.

SANTA CLARA CA 95050
W 0.11 /
575.02
4 p1p-174-878166550-x1x
EPA Handler ID: CAC003023678
m9d
dd-RCRA NON GEN-873999556-aa

SANTA CLARA

UNIVERSITY
831 BELLOMY ST
SANTA CLARA CA 95050
W 0.12 /
634.70
5 p1p-175-873999556-x1x
EPA Handler ID: CAC002972285
m10d
dd-CERCLIS-805454362-aa

UNIVERSITY OF SANTA
CLARA
820 ALVISO ST
SANTA CLARA CA 95053
SW 0.12 /
637.13
4 p1p-176-805454362-x1x
Site EPA ID: CAD054800214
m10d
dd-CERCLIS NFRAP-805473135-aa

UNIVERSITY OF SANTA
CLARA
820 ALVISO ST
SANTA CLARA CA 95053
SW 0.12 /
637.13
4 p1p-178-805473135-x1x
Site EPA ID: CAD054800214
m10d
dd-SEMS ARCHIVE-828859272-aa

UNIVERSITY OF SANTA
CLARA
820 ALVISO ST
SANTA CLARA CA 95053
SW 0.12 /
637.13
4 p1p-179-828859272-x1x
EPA ID: CAD054800214
m11d
dd-LOP SANTACLARA-820143879-aa
Musso Property 2491 The Alameda Santa
Clara
CA
ESE 0.14 /
764.37
0 p1p-179-820143879-x1x
SCVWD ID | Closure Date: 07S1W11A02f | 4/24/1999
m11d
dd-LUST-820185975-aa
MUSSO PROPERTY 2491 THE ALAMEDA
SANTA CLARA CA 95050
ESE 0.14 /
764.37
0 p1p-180-820185975-x1x
Global ID | Status | Status Date: T0608501326 | COMPLETED - CASE CLOSED | m12d
dd-RCRA NON GEN-885987675-aa
431 LAFAYETTE

APARTMENTS
431 LAFAYETTE WAY,
SANTA CLARA CA 95050
WSW 0.18 /
948.10
6 p1p-186-885987675-x1x
EPA Handler ID: CAC003074864
m13d
dd-LOP SANTACLARA-820143552-aa
Gasco 007 2391 The Alameda Santa
Clara
CA
ESE 0.18 /
960.56
0 p1p-187-820143552-x1x
167
168
172
173
174
175
176
178
179
179
180
186
187
6 7
8 8
8 9
10 10
10 11
11 12
13 RCRA

NON GEN
CERS
HAZ
RCRA

NON GEN
RCRA

NON GEN

CERCLIS

CERCLIS
NFRAP
SEMS

ARCHIVE
LOP

SANTACLARA
LUST
RCRA

NON GEN
LOP

SANTACLARA
14 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map
Key
DB Company/Site Name Address Direction Distance
(mi/ft)
Elev Diff
(ft)
Page
Number
SCVWD ID | Closure Date:
07S1W11A01f | 1/27/1999
m13d
dd-LUST-820174073-aa
GASCO 007 2391 THE ALAMEDA
SANTA CLARA CA 95050
ESE 0.18 /
960.56
0 p1p-187-820174073-x1x
Global ID | Status | Status Date: T0608500669 | COMPLETED - CASE CLOSED | m13d
dd-HHSS-822973140-aa

GASCO SERVICE
STATION 007
2391 THE ALAMEDA
SANTA CLARA CA 95050
ESE 0.18 /
960.56
0 p1p-192-822973140-x1x
m13d
dd-HIST TANK-865065410-aa

GASCO SERVICE
STATION #007
2391 THE ALAMEDA

SANTA CLARA CA
ESE 0.18 /
960.56
0 p1p-192-865065410-x1x
m13d
dd-UST SWEEPS-888188854-aa

GASCO SERVICE
STATION #007
2391 THE ALAMEDA

SANTA CLARA CA
ESE 0.18 /
960.56
0 p1p-192-888188854-x1x
C C | Status: I43-010-9193 | INACTIVE
Tank ID: 000003, 000004, 000002, 000001
m14d
dd-HSOL SANTACLARA-855819805-aa
Summerhill Development 2655 Park Ave
CA
SSE 0.18 /
970.97
3 p1p-193-855819805-x1x
m15d
dd-RCRA NON GEN-881999680-aa
ALBERT RUIZ 600 MISSION ST
SANTA CLARA CA 95050-
6041
SE 0.19 /
991.94
3 p1p-193-881999680-x1x
EPA Handler ID: CAC003043442
m16d
dd-MRDS-888509817-aa

HUBBLE SAND AND
GRAVEL

SANTA CLARA COUNTY
SANTA CLARA CA 95050
SSW 0.20 /
1,071.34
6 p1p-194-888509817-x1x
Dep ID: 10116582
m17d
dd-ALT FUELS-882724704-aa
SANTA CLARA U.

LOYOLA HALL LT1
425 El Camino Real
Santa Clara CA 95050
E 0.21 /
1,109.23
-2
p1p-194-882724704-x1x
ID: 160868
m17d
dd-ALT FUELS-892005135-aa
SANTA CLARA U.

LOYOLA HALL LT3
425 El Camino Real
Santa Clara CA 95050
E 0.21 /
1,109.23
-2
p1p-195-892005135-x1x
ID: 179429
m18d
dd-RCRA NON GEN-873966145-aa

RADOSLAW

WASNIEWSKI
764 COLLEGE AVENUE
SANTA CLARA CA 95051
SSE 0.21 /
1,134.86
4 p1p-196-873966145-x1x
EPA Handler ID: CAC002981704
m19d
dd-LOP SANTACLARA-820143267-aa
Santa Clara University 500 El Camino Real Santa
Clara
CA
WNW 0.23 /
1,189.65
8 p1p-197-820143267-x1x
SCVWD ID | Closure Date: 07S1W02R01f | 6/29/2005
m19d
dd-AST-820210484-aa
Santa Clara University 500 El Camino Real, 604
Santa Clara CA
WNW 0.23 /
1,189.65
8 p1p-197-820210484-x1x
m19d
dd-AST-820211291-aa
Santa Clara University 500 El Camino Real, 304
Santa Clara CA
WNW 0.23 /
1,189.65
8 p1p-197-820211291-x1x
187
192
192
192
193
193
194
194
195
196
197
197
197
13 13
13 13
14 15
16 17
17 18
19 19
19 LUST
HHSS
HIST
TANK
UST
SWEEPS
HSOL

SANTACLARA
RCRA

NON GEN
MRDS
ALT
FUELS
ALT
FUELS
RCRA

NON GEN
LOP

SANTACLARA
AST
AST
15 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map
Key
DB Company/Site Name Address Direction Distance
(mi/ft)
Elev Diff
(ft)
Page
Number
m
19d
dd-AST-820217406-aa
Santa Clara University 500 El Camino Real, 401
Santa Clara CA
WNW 0.23 /
1,189.65
8 p1p-197-820217406-x1x
m19d
dd-HSOL SANTACLARA-855820017-aa
Santa Clara University 500 El Camino Real
CA
WNW 0.23 /
1,189.65
8 p1p-197-855820017-x1x
m19d
dd-DELISTED CTNK-859553660-aa
Building 405: Bannan Hall 500 EL CAMINO REAL BLDG
405
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-197-859553660-x1x
m19d
dd-DELISTED CTNK-859559377-aa
Building 201: Walsh Admin 500 EL CAMINO REAL BLDG
201
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-198-859559377-x1x
m19d
dd-DELISTED CTNK-861338263-aa
Building 106: Varsi Hall 500 EL CAMINO REAL BLDG
106
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-198-861338263-x1x
m19d
dd-DELISTED CTNK-861338473-aa
Building 301: Benson
Center
500 EL CAMINO REAL BLDG
301
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-198-861338473-x1x
m19d
dd-DELISTED CTNK-861338569-aa
Building 505: Campisi
Residence Hall
500 EL CAMINO REAL BLDG
505
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-198-861338569-x1x
m19d
dd-DELISTED CTNK-861338675-aa
Building 204: Kenna Hall 500 EL CAMINO REAL BLDG
204
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-198-861338675-x1x
m19d
dd-DELISTED CTNK-861338837-aa
Building 307: Swig
Residence Hall
500 EL CAMINO REAL BLDG
307
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-198-861338837-x1x
m19d
dd-DELISTED CTNK-861338858-aa
Building 605A: Sobrato
Residence Hall
500 EL CAMINO REAL BLDG
605A
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-199-861338858-x1x
m19d
dd-DELISTED CTNK-861339039-aa
Building 702: Sullivan
Aquatic Center
500 EL CAMINO REAL BLDG
702
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-199-861339039-x1x
m19d
dd-DELISTED CTNK-861339145-aa
Building 706: Buck Shaw
Stadium
500 EL CAMINO REAL BLDG
706
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-199-861339145-x1x
197
197
197
198
198
198
198
198
198
199
199
199
19 19
19 19
19 19
19 19
19 19
19 19
AST
HSOL

SANTACLARA

DELISTED
CTNK

DELISTED
CTNK
16 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map
Key
DB Company/Site Name Address Direction Distance
(mi/ft)
Elev Diff
(ft)
Page
Number
m
19d
dd-DELISTED CTNK-861339193-aa
Building 403: Bannan
Engineering Labs
500 EL CAMINO REAL BLDG
403
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-199-861339193-x1x
m19d
dd-DELISTED CTNK-861339256-aa
Building 109: Nobili Hall 500 EL CAMINO REAL BLDG
109
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-199-861339256-x1x
m19d
dd-DELISTED CTNK-861339431-aa
Building 303: Bookstore 500 EL CAMINO REAL BLDG
303
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-199-861339431-x1x
m19d
dd-DELISTED CTNK-861339620-aa
Building 102: St. Joseph
Hall
500 EL CAMINO REAL
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-200-861339620-x1x
m19d
dd-DELISTED CTNK-861339709-aa
Building 443: Schott
Stadium
500 EL CAMINO REAL BLDG
443
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-200-861339709-x1x
m19d
dd-DELISTED CTNK-861339801-aa
Building 602: Casa Italiana
Residence Hall
500 EL CAMINO REAL BLDG
602
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-200-861339801-x1x
m19d
dd-DELISTED CTNK-861339854-aa
Building 605B: Sobrato
Residence Hall
500 EL CAMINO REAL BLDG
605B
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-200-861339854-x1x
m19d
dd-DELISTED CTNK-861339905-aa
Building 210: Daly Science
100 Chemistry Building
500 EL CAMINO REAL BLDG
210
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-200-861339905-x1x
m19d
dd-DELISTED CTNK-861340015-aa
Building 202: Heafey Law
Library
500 EL CAMINO REAL BLDG
202
SANTA CLARA CA 95050
WNW 0.23 /
1,189.65
8 p1p-201-861340015-x1x
m19d
dd-DELISTED CTNK-861340159-aa
Building 404: Bannan
Engineering
500 EL CAMINO REAL BLDG
404
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-201-861340159-x1x
m19d
dd-DELISTED CTNK-861340455-aa
Building 506: Sanfilippo
Residence Hall
500 EL CAMINO REAL BLDG
506
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-201-861340455-x1x
m19d
dd-DELISTED CTNK-861340682-aa
Building 715: Pat Malley
Fitness Center
500 EL CAMINO REAL BLDG
715
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-201-861340682-x1x
m19d
dd-DELISTED CTNK-861340713-aa
Building 208: Alumni
Science
500 EL CAMINO REAL BLDG
208
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-201-861340713-x1x
199
199
199
200
200
200
200
200
201
201
201
201
201
19 19
19 19
19 19
19 19
19 19
19 19
19 DELISTED
CTNK

DELISTED
CTNK

DELISTED
CTNK
17 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map
Key
DB Company/Site Name Address Direction Distance
(mi/ft)
Elev Diff
(ft)
Page
Number
m
19d
dd-DELISTED CTNK-861340716-aa
Building 211: Daly Science
200
500 EL CAMINO REAL BLDG
211
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-201-861340716-x1x
m19d
dd-DELISTED CTNK-861340717-aa
Building 710: Locatelli
Student Activity Center
500 EL CAMINO REAL BLDG
710
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-202-861340717-x1x
m19d
dd-DELISTED CTNK-861340733-aa
Building 402: Mechanical
Engineering
500 EL CAMINO REAL BLDG
402
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-202-861340733-x1x
m19d
dd-DELISTED CTNK-861340742-aa
Building 802: Lucas Hall 500 EL CAMINO REAL BLDG
802
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-202-861340742-x1x
m19d
dd-DELISTED CTNK-861340743-aa
Building 714: Parking
Structure
500 EL CAMINO REAL BLDG
714
SANTA CLARA CA 95053
WNW 0.23 /
1,189.65
8 p1p-202-861340743-x1x
m19d
dd-ALT FUELS-895111823-aa
SANTA CLARA U.

CAMPISI GW OLD
500 El Camino Real Cowell
Service Road
Santa Clara CA 95053
WNW 0.23 /
1,189.65
8 p1p-202-895111823-x1x
ID: 196194
m19d
dd-ALT FUELS-895112084-aa
SANTA CLARA U.

CAMPISI GW 2
500 El Camino Real Cowell
Service Road
Santa Clara CA 95053
WNW 0.23 /
1,189.65
8 p1p-203-895112084-x1x
ID: 196199
m20d
dd-ALT FUELS-895110872-aa
SANTA CLARA U. VARSI
LOT #2
601-699 Lafayette St
Santa Clara CA 95050
WNW 0.23 /
1,230.08
8 p1p-203-895110872-x1x
ID: 196200
m20d
dd-ALT FUELS-895112822-aa
SANTA CLARA U. VARSI
LOT #1
601-699 Lafayette St
Santa Clara CA 95050
WNW 0.23 /
1,230.08
8 p1p-204-895112822-x1x
ID: 196204
m21d
dd-RCRA NON GEN-873954444-aa
MARK & TIFFANY HAIGH 763 CAMINO DRIVE
SANTA CLARA CA 95050
SSE 0.24 /
1,280.06
4 p1p-204-873954444-x1x
EPA Handler ID: CAC002965490
m22d
dd-LOP SANTACLARA-820143639-aa
Highway 82 Segment 5 2245 The Alameda Santa
Clara
CA
ESE 0.24 /
1,292.78
-2
p1p-206-820143639-x1x
SCVWD ID | Closure Date: 07S1W11A03f | 9/30/2008
m22d
dd-LUST-820202819-aa
HIGHWAY 82 SEGMENT
5 2245 THE ALAMEDA
SANTA CLARA CA 95050
ESE 0.24 /
1,292.78
-2
p1p-206-820202819-x1x
Global ID | Status | Status Date: T0608502090 | COMPLETED - CASE CLOSED | 201
202
202
202
202
202
203
203
204
204
206
206
19 19
19 19
19 19
19 20
20 21
22 22

DELISTED
CTNK

DELISTED
CTNK
ALT
FUELS
ALT
FUELS
ALT
FUELS
ALT
FUELS
RCRA

NON GEN
LOP

SANTACLARA
LUST
18 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map
Key
DB Company/Site Name Address Direction Distance
(mi/ft)
Elev Diff
(ft)
Page
Number
m
23d
dd-RCRA NON GEN-873998263-aa

SANTA CLARA

USD/BUCHSER MIDDLE
SCHOOL
1111 BELLOMY ST
SANTA CLARA CA 95050-
0000
WSW 0.25 /
1,294.00
8 p1p-213-873998263-x1x
EPA Handler ID: CAL000015847
m24d
dd-RCRA NON GEN-894814032-aa
DANIELLE KALITERNA 848 COLLEGE AVENUE
SANTA CLARA CA 95060
SSW 0.25 /
1,297.08
5 p1p-214-894814032-x1x
EPA Handler ID: CAC003130748
m25d
dd-RCRA TSD-877588559-aa
ANTONIO BUNTING 529 CHAPMAN CT
SANTA CLARA CA 95050
ESE 0.27 /
1,415.77
-2
p1p-215-877588559-x1x
EPA Handler ID: CAC003015579
m26d
dd-RCRA TSD-877577272-aa

SANTA CLARA

UNIVERSITY
680 WASHINGTON ST #3
SANTA CLARA CA 95050
W 0.28 /
1,466.71
11 p1p-216-877577272-x1x
EPA Handler ID: CAC003018746
m27d
dd-LUST-820173218-aa

SANTA CLARA

UNIVERSITY
500 EL CAMINO REAL
SANTA CLARA CA 95053
NW 0.28 /
1,489.70
4 p1p-217-820173218-x1x
Global ID | Status | Status Date: T0608561207 | COMPLETED - CASE CLOSED | m27d
dd-CLEANUP SITES-848690967-aa

SANTA CLARA

UNIVERSITY NEW LAW

BUILDING
500 EL CAMINO REAL
SANTA CLARA CA 95050
NW 0.28 /
1,489.70
4 p1p-221-848690967-x1x
Status | Site Facility Type: COMPLETED - CASE CLOSED | CLEANUP PROGRAM SITE m28d
dd-ENVIROSTOR-820299538-aa

HADCO SANTA CLARA,
INC.
445 EL CAMINO REAL
SANTA CLARA CA 95050
ENE 0.31 /
1,623.61
-7
p1p-225-820299538-x1x
Estor/EPA ID | Cleanup Status: 71003722 | INACTIVE - NEEDS EVALUATION AS OF m29d
dd-RCRA TSD-810463671-aa

SANMINA-SCI SANTA
CLARA
445 EL CAMINO REAL
SANTA CLARA CA 95050
ENE 0.32 /
1,678.46
-7
p1p-226-810463671-x1x
EPA Handler ID: CAD982520421
m30d
dd-LOP SANTACLARA-820144787-aa
Mayfair Packing Plant #4 475 El Camino Real Ave Santa
Clara
CA
NNE 0.34 /
1,770.23
-8
p1p-232-820144787-x1x
SCVWD ID | Closure Date: 07S1W02J03f | 6/10/2004
m30d
dd-LUST-820170106-aa

MAYFAIR PACKING
PLANT #4
475 EL CAMINO REAL AVE
SANTA CLARA CA 95050
NNE 0.34 /
1,770.23
-8
p1p-232-820170106-x1x
Global ID | Status | Status Date: T0608500879 | COMPLETED - CASE CLOSED | m31d
dd-ENVIROSTOR-820360317-aa

SANTA CLARA

UNIVERSITY PHYSICAL

PLANT FY
751 CAMPBELL AVENUE
SANTA CLARA CA 95050
NE 0.35 /
1,856.16
-9
p1p-243-820360317-x1x
Estor/EPA ID | Cleanup Status: 43820002 | REFER: OTHER AGENCY AS OF 3/18/1993 m32d
dd-LOP SANTACLARA-820144084-aa
Santa Clara University 455 El Camino Real Santa
Clara
CA
NE 0.35 /
1,864.19
-8
p1p-244-820144084-x1x
SCVWD ID | Closure Date: 07S1W02J01f | 10/16/1996
m32d
dd-LOP SANTACLARA-820144154-aa
Santa Clara University 455 El Camino Real Santa
Clara
NE 0.35 /
1,864.19
-8
p1p-244-820144154-x1x
213
214
215
216
217
221
225
226
232
232
243
244
244
23 24
25 26
27 27
28 29
30 30
31 32
32 RCRA

NON GEN
RCRA

NON GEN
RCRA
TSD
RCRA
TSD
LUST

CLEANUP
SITES

ENVIROSTOR
RCRA
TSD
LOP

SANTACLARA
LUST

ENVIROSTOR
LOP

SANTACLARA
LOP

SANTACLARA
19 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map
Key
DB Company/Site Name Address Direction Distance
(mi/ft)
Elev Diff
(ft)
Page
Number
CA
SCVWD ID | Closure Date:
07S1W02J04f | 4/3/2003
m32d
dd-LUST-820174631-aa

SANTA CLARA

UNIVERSITY
455 EL CAMINO REAL
SANTA CLARA CA 95050
NE 0.35 /
1,864.19
-8
p1p-244-820174631-x1x
Global ID | Status | Status Date: T0608516069 | COMPLETED - CASE CLOSED | m32d
dd-LUST-820190318-aa

SANTA CLARA

UNIVERSITY
455 EL CAMINO REAL
SANTA CLARA CA 95053
NE 0.35 /
1,864.19
-8
p1p-249-820190318-x1x
Global ID | Status | Status Date: T0608501809 | COMPLETED - CASE CLOSED | m33d
dd-CALSITES-891193569-aa

SANTA CLARA POLICE

STATION
501 EL CAMINO REAL
SANTA CLARA CA 95050
N 0.38 /
1,989.18
-5
p1p-253-891193569-x1x
m34d
dd-LOP SANTACLARA-820143657-aa
Santa Clara University
Parking Garage
3205 The Alameda Santa
Clara
CA
NNW 0.38 /
1,990.25
-2
p1p-254-820143657-x1x
SCVWD ID | Closure Date: 07S1W02K03f | 05/20/2014
m35d
dd-LUST-820206886-aa
SANTA CLARA UN.

PARKING GARAGE
3205 THE ALAMEDA
SANTA CLARA CA 95050
NNW 0.38 /
1,997.34
-1
p1p-254-820206886-x1x
Global ID | Status | Status Date: T10000004298 | COMPLETED - CASE CLOSED | m36d
dd-ENVIROSTOR-820360443-aa

OWENS ILLINOIS GLASS
CO.
1185 CAMPBELL AVENUE
SANTA CLARA CA 95050
E 0.39 /
2,083.08
-8
p1p-263-820360443-x1x
Estor/EPA ID | Cleanup Status: 43320024 | REFER: RWQCB AS OF 6/8/1994 m37d
dd-CALSITES-891194055-aa

OWENS ILLINOIS GLASS
CO.
1185 CAMPBELL AVENUE
SANTA CLARA CA 95050
E 0.39 /
2,085.10
-8
p1p-264-891194055-x1x
m38d
dd-LOP SANTACLARA-820144032-aa
Old Simas Service Station 3290 The Alameda Santa
Clara
CA
NNW 0.41 /
2,171.34
-2
p1p-264-820144032-x1x
SCVWD ID | Closure Date: 07S1W02K01f | 10/23/2000
m38d
dd-LOP SANTACLARA-820144563-aa
Santa Clara Un Property 3290 The Alameda Santa
Clara
CA
NNW 0.41 /
2,171.34
-2
p1p-265-820144563-x1x
SCVWD ID | Closure Date: 07S1W02K02f | 04/29/2010
m38d
dd-LUST-820182931-aa

OLD SIMAS SERVICE

STATION
3290 THE ALAMEDA
SANTA CLARA CA 95050
NNW 0.41 /
2,171.34
-2
p1p-265-820182931-x1x
Global ID | Status | Status Date: T0608500247 | COMPLETED - CASE CLOSED | m38d
dd-LUST-820201638-aa

SANTA CLARA UN

PROPERTY
3290 THE ALAMEDA
SANTA CLARA CA 95050
NNW 0.41 /
2,171.34
-2
p1p-268-820201638-x1x
Global ID | Status | Status Date: T0608510936 | COMPLETED - CASE CLOSED | m39d
dd-LOP SANTACLARA-820143532-aa
Mayfair Packing-Site #2 475 El Camino Real Santa
Clara
CA
NNE 0.41 /
2,182.63
-7
p1p-284-820143532-x1x
244
249
253
254
254
263
264
264
265
265
268
284
32 32
33 34
35 36
37 38
38 38
38 39
LUST
LUST

CALSITES
LOP

SANTACLARA
LUST

ENVIROSTOR

CALSITES
LOP

SANTACLARA
LOP

SANTACLARA
LUST
LUST
LOP

SANTACLARA
20 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map
Key
DB Company/Site Name Address Direction Distance
(mi/ft)
Elev Diff
(ft)
Page
Number
SCVWD ID | Closure Date:
07S1W02J02f | 9/12/1991
m39d
dd-LUST-820177019-aa

MAYFAIR PACKING-SITE
#2
475 EL CAMINO REAL
SANTA CLARA CA 95050
NNE 0.41 /
2,182.63
-7
p1p-284-820177019-x1x
Global ID | Status | Status Date: T0608502098 | COMPLETED - CASE CLOSED | m40d
dd-LOP SANTACLARA-820143281-aa
T.W. Smith 1200 Campbell Ave San Jose
CA
ENE 0.42 /
2,195.83
-9
p1p-287-820143281-x1x
SCVWD ID | Closure Date: 07S1W01N01f | 12/29/1995
m40d
dd-LOP SANTACLARA-820143357-aa
T.W. Smith 1200 Campbell Ave San Jose
CA
ENE 0.42 /
2,195.83
-9
p1p-287-820143357-x1x
SCVWD ID | Closure Date: 07S1W01M02f | 4/16/2001
m40d
dd-LUST-820180745-aa
T.W. SMITH 1200 CAMPBELL AVE
SAN JOSE CA 95126
ENE 0.42 /
2,195.83
-9
p1p-287-820180745-x1x
Global ID | Status | Status Date: T0608501403 | COMPLETED - CASE CLOSED | m40d
dd-LUST-820207204-aa
T.W. SMITH 1200 CAMPBELL AVE
SAN JOSE CA 95126
ENE 0.42 /
2,195.83
-9
p1p-289-820207204-x1x
Global ID | Status | Status Date: T0608502441 | COMPLETED - CASE CLOSED | m41d
dd-VCP-820287342-aa

CUSTOM FOOD

MACHINERY
1180 - 1184 CAMPBELL
AVENUE
SAN JOSE CA 95126
ENE 0.43 /
2,276.24
-9
p1p-295-820287342-x1x
Estor/EPA ID | Cleanup Status: 43200021 | CERTIFIED / OPERATION & MAINTENANCE AS OF 3/26/2009
m41d
dd-LUR-820321865-aa

CUSTOM FOOD

MACHINERY
1180 - 1184 CAMPBELL
AVENUE
SAN JOSE CA 95126
ENE 0.43 /
2,276.24
-9
p1p-305-820321865-x1x
Estor/EPA ID | Cleanup Status: 43200021 | CERTIFIED / OPERATION & MAINTENANCE AS OF 3/26/2009
m41d
dd-ENVIROSTOR-866000626-aa

CUSTOM FOOD

MACHINERY
1180 - 1184 CAMPBELL
AVENUE
SAN JOSE CA 95126
ENE 0.43 /
2,276.24
-9
p1p-315-866000626-x1x
Estor/EPA ID | Cleanup Status: 43200021 | CERTIFIED / OPERATION & MAINTENANCE AS OF 3/26/2009
m42d
dd-ENVIROSTOR-820294690-aa

TW SMITH PLUMBING
SUPPLY
1200 CAMPBELL AVENUE
SAN JOSE CA 95126
ENE 0.44 /
2,327.92
-8
p1p-324-820294690-x1x
Estor/EPA ID | Cleanup Status: 70000010 | REFER: OTHER AGENCY AS OF 10/21/2005 m43d
dd-LOP SANTACLARA-820143894-aa
Guerrera's Automotive 3305 The Alameda Santa
Clara
CA
NW 0.44 /
2,342.17
-2
p1p-325-820143894-x1x
SCVWD ID | Closure Date: 07S1W02L01f | 3/2/2000
m43d
dd-LUST-820197997-aa

GUERRERA'S

AUTOMOTIVE
3305 THE ALAMEDA
SANTA CLARA CA 95050
NW 0.44 /
2,342.17
-2
p1p-325-820197997-x1x
Global ID | Status | Status Date: T0608500701 | COMPLETED - CASE CLOSED | m44d
dd-RCRA TSD-877601176-aa
FAGUNDES, FATIMA 1246 SANTA CLARA STREET
SANTA CLARA CA 95050
W 0.45 /
2,356.52
11 p1p-329-877601176-x1x
EPA Handler ID: CAC003019390
m45d
dd-RCRA TSD-877598188-aa

SANTA CLARA

UNIVERSITY
870 BENTON ST.

SANTA CLARA CA 95050
NW 0.45 /
2,374.75
0 p1p-330-877598188-x1x
284
287
287
287
289
295
305
315
324
325
325
329
330
39 40
40 40
40 41
41 41
42 43
43 44
45 LUST
LOP

SANTACLARA
LOP

SANTACLARA
LUST
LUST
VCP
LUR

ENVIROSTOR

ENVIROSTOR
LOP

SANTACLARA
LUST
RCRA
TSD
RCRA
TSD
21 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map
Key
DB Company/Site Name Address Direction Distance
(mi/ft)
Elev Diff
(ft)
Page
Number
EPA Handler ID:

CAC003006852
m46d
dd-VCP-820287725-aa

BLUE'S ROOFING

COMPANY
1181 CAMPBELL AVENUE
SAN JOSE CA 95126
E 0.45 /
2,390.68
-8
p1p-331-820287725-x1x
Estor/EPA ID | Cleanup Status: 70000013 | NO FURTHER ACTION AS OF 10/19/2007 m46d
dd-ENVIROSTOR-820296745-aa
KILMAN SALES 1179 CAMPBELL AVENUE
SAN JOSE CA 95126
E 0.45 /
2,390.68
-8
p1p-332-820296745-x1x
Estor/EPA ID | Cleanup Status: 70000011 | NO ACTION REQUIRED AS OF 10/21/2005 m46d
dd-ENVIROSTOR-866001562-aa

BLUE'S ROOFING

COMPANY
1181 CAMPBELL AVENUE
SAN JOSE CA 95126
E 0.45 /
2,390.68
-8
p1p-333-866001562-x1x
Estor/EPA ID | Cleanup Status: 70000013 | NO FURTHER ACTION AS OF 10/19/2007 m47d
dd-DELISTED HAZ-859594796-aa

REILING AUTOMOTIVE

SERVICE
3340 THE ALAMEDA
SANTA CLARA CA 95050
NNW 0.46 /
2,412.25
-4
p1p-334-859594796-x1x
m48d
dd-CLEANUP SITES-833897735-aa
MISSION TOWN CENTER 575 - 675 BENTON STREET
SANTA CLARA CA 95050
NNW 0.46 /
2,435.94
-4
p1p-334-833897735-x1x
Status | Site Facility Type: OPEN - REMEDIATION | CLEANUP PROGRAM SITE m49d
dd-DELISTED HAZ-859592679-aa
ZAZZLE.COM INC 1185 CAMPBELL AV
SAN JOSE CA 95126
E 0.47 /
2,490.31
-10
p1p-355-859592679-x1x
m50d
dd-RESPONSE-820091363-aa

AJ COMMERCIAL

LAUNDRY/ALL CHEM
SUPPLY
1173-1175 CAMPBELL
AVENUE
SAN JOSE CA 95126
E 0.47 /
2,504.19
-8
p1p-355-820091363-x1x
Estor/EPA ID | Cleanup Status: 60000133 | ACTIVE AS OF 4/19/2005 m50d
dd-ENVIROSTOR-866001301-aa

AJ COMMERCIAL

LAUNDRY/ALL CHEM
SUPPLY
1173-1175 CAMPBELL
AVENUE
SAN JOSE CA 95126
E 0.47 /
2,504.19
-8
p1p-365-866001301-x1x
Estor/EPA ID | Cleanup Status: 60000133 | ACTIVE AS OF 4/19/2005 m51d
dd-CLEANUP SITES-824938244-aa

FORMER NELSON

CLEANERS
53 WASHINGTON STREET
SANTA CLARA CA 95050
S 0.48 /
2,522.52
13 p1p-375-824938244-x1x
Status | Site Facility Type: OPEN - SITE ASSESSMENT | CLEANUP PROGRAM SITE m52d
dd-LOP SANTACLARA-820143096-aa
Kumar Property 2106 The Alameda San Jose
CA
ESE 0.48 /
2,522.84
-3
p1p-388-820143096-x1x
SCVWD ID | Closure Date: 07S1W12D01f | 12/3/2004
m52d
dd-LUST-820205595-aa
KUMAR PROPERTY 2106 THE ALAMEDA
SAN JOSE CA 95126
ESE 0.48 /
2,522.84
-3
p1p-388-820205595-x1x
Global ID | Status | Status Date: T0608501565 | COMPLETED - CASE CLOSED | m53d
dd-CLEANUP SITES-820155759-aa

BART SYSTEM SILICON

VALLEY BERRYESSA

EXTENSION PROJECT

VARIOUS LOCATIONS
ALONG A 16.3 MILE LINE,

BETWEEN MILPITAS AND

SANTA CLARA

VARIOUS CA
ENE 0.48 /
2,528.68
-10
p1p-396-820155759-x1x
Status | Site Facility Type: OPEN - REMEDIATION | CLEANUP PROGRAM SITE 331
332
333
334
334
355
355
365
375
388
388
396
46 46
46 47
48 49
50 50
51 52
52 53
VCP

ENVIROSTOR

DELISTED
HAZ

CLEANUP
SITES

DELISTED
HAZ

RESPONSE

ENVIROSTOR

CLEANUP
SITES
LOP

SANTACLARA
LUST

CLEANUP
SITES
22 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map
Key
DB Company/Site Name Address Direction Distance
(mi/ft)
Elev Diff
(ft)
Page
Number
m
53d
dd-DEED-882017527-aa
BART System Silicon
Valley Berryessa
Extension Project

VARIOUS LOCATIONS
ALONG A 16.3 MILE LINE,

BETWEEN MILPITAS AND

SANTA CLARA

VARIOUS CA
ENE 0.48 /
2,528.68
-10
p1p-427-882017527-x1x
m54d
dd-CERCLIS-805430352-aa

PG&E GAS PLANT

SANTA CLARA

COR BENTON & RAILROAD
AVE
SANTA CLARA CA 95050
N 0.48 /
2,550.88
-9
p1p-428-805430352-x1x
Site EPA ID: CAD981416027
m54d
dd-CERCLIS NFRAP-805477535-aa

PG&E GAS PLANT

SANTA CLARA

COR BENTON & RAILROAD
AVE
SANTA CLARA CA 95050
N 0.48 /
2,550.88
-9
p1p-429-805477535-x1x
Site EPA ID: CAD981416027
m54d
dd-SEMS ARCHIVE-828873674-aa

PG&E GAS PLANT

SANTA CLARA

COR BENTON & RAILROAD
AVE
SANTA CLARA CA 95050
N 0.48 /
2,550.88
-9
p1p-430-828873674-x1x
EPA ID: CAD981416027
m55d
dd-LOP SANTACLARA-820144362-aa
Joe Amaral Mechanical 3390 The Alameda Santa
Clara
CA
NNW 0.48 /
2,554.32
-6
p1p-431-820144362-x1x
SCVWD ID | Closure Date: 07S1W02G01f | 10/31/1995
m55d
dd-LOP SANTACLARA-820144477-aa
Paragon Mechanical Inc. 3390 The Alameda Santa
Clara
CA
NNW 0.48 /
2,554.32
-6
p1p-431-820144477-x1x
SCVWD ID | Closure Date: 07S1W02G02f | 8/4/2000
m55d
dd-LUST-820180684-aa

PARAGON MECHANICAL
INC.
3390 THE ALAMEDA
SANTA CLARA CA 95050
NNW 0.48 /
2,554.32
-6
p1p-431-820180684-x1x
Global ID | Status | Status Date: T0608500533 | COMPLETED - CASE CLOSED | m55d
dd-LUST-820187785-aa

JOE AMARAL

MECHANICAL
3390 THE ALAMEDA
SANTA CLARA CA 95050
NNW 0.48 /
2,554.32
-6
p1p-434-820187785-x1x
Global ID | Status | Status Date: T0608502285 | COMPLETED - CASE CLOSED | m56d
dd-LOP SANTACLARA-820144599-aa
Custom Food Machinery 1180 Campbell Ave San Jose
CA
E 0.49 /
2,563.82
-10
p1p-437-820144599-x1x
SCVWD ID | Closure Date: 07S1W01P06f | 8/13/1992
m56d
dd-LUST-820209233-aa

CUSTOM FOOD

MACHINERY
1180 CAMPBELL AVE
SAN JOSE CA 95126
E 0.49 /
2,563.82
-10
p1p-437-820209233-x1x
Global ID | Status | Status Date: T0608500482 | COMPLETED - CASE CLOSED | m57d
dd-LOP SANTACLARA-820142671-aa
Blue's Roofing 1181 Campbell Ave San Jose
CA
E 0.49 /
2,586.66
-9
p1p-441-820142671-x1x
SCVWD ID | Closure Date: 07S1W01N02f | 5/14/2004
m57d
dd-LUST-820205394-aa
BLUE'S ROOFING 1181 CAMPBELL AVE
SAN JOSE CA 95126
E 0.49 /
2,586.66
-9
p1p-441-820205394-x1x
Global ID | Status | Status Date: T0608502018 | COMPLETED - CASE CLOSED | m58d
dd-ENVIROSTOR-820296238-aa
SAFWAY 1177 CAMPBELL AVENUE
SAN JOSE CA 95126
E 0.49 /
2,607.09
-9
p1p-448-820296238-x1x
427
428
429
430
431
431
431
434
437
437
441
441
448
53 54
54 54
55 55
55 55
56 56
57 57
58 DEED

CERCLIS

CERCLIS
NFRAP
SEMS

ARCHIVE
LOP

SANTACLARA
LOP

SANTACLARA
LUST
LUST
LOP

SANTACLARA
LUST
LOP

SANTACLARA
LUST

ENVIROSTOR
23 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map
Key
DB Company/Site Name Address Direction Distance
(mi/ft)
Elev Diff
(ft)
Page
Number
Estor/EPA ID | Cleanup Status:
70000012 | NO ACTION REQUIRED AS OF 10/21/2005
m59d
dd-LOP SANTACLARA-820145087-aa
Exxon #7-0960 36 Washington St Santa Clara
CA
S 0.50 /
2,621.40
14 p1p-449-820145087-x1x
SCVWD ID | Closure Date: 07S1W11G02f | 5/17/2000
m59d
dd-LUST-820201762-aa
EXXON #7-0960 36 WASHINGTON ST
SANTA CLARA CA 95050
S 0.50 /
2,621.40
14 p1p-449-820201762-x1x
Global ID | Status | Status Date: T0608500570 | COMPLETED - CASE CLOSED | m60d
dd-CLEANUP SITES-848691052-aa

CAMPBELL AVE

ASSOCIATES
1166 CAMPBELL AVE
SAN JOSE CA 95126
E 0.50 /
2,621.74
-9
p1p-454-848691052-x1x
Status | Site Facility Type: COMPLETED - CASE CLOSED | CLEANUP PROGRAM SITE m61d
dd-MRDS-888430932-aa

HUBBLE QUARRY AND
MILL

SANTA CLARA COUNTY
SANTA CLARA CA 95050
W 0.50 /
2,624.40
11 p1p-460-888430932-x1x
Dep ID: 10189377
m62d
dd-ENVIROSTOR-878648888-aa

VARIETY METAL
FINISHING, INC.
1166 CAMBELL AVENUE
SAN JOSE CA 95126
E 0.50 /
2,628.28
-9
p1p-460-878648888-x1x
Estor/EPA ID | Cleanup Status: 71002872 | INACTIVE - NEEDS EVALUATION AS OF m63d
dd-ENVIROSTOR-866001786-aa

SANTA CLARA POLICE

STATION
501 EL CAMINO REAL
SANTA CLARA CA 95050
NNW 0.52 /
2,755.61
-10
p1p-461-866001786-x1x
Estor/EPA ID | Cleanup Status: 43360129 | CERTIFIED / OPERATION & MAINTENANCE AS OF 12/8/2000
m64d
dd-ENVIROSTOR-820293553-aa

PRECISION

SPECIALTIES
1158 CAMPBELL AVENUE
SAN JOSE CA 95126
E 0.54 /
2,825.93
-8
p1p-469-820293553-x1x
Estor/EPA ID | Cleanup Status: 70000009 | REFER: LOCAL AGENCY AS OF 4/25/2007 m64d
dd-ENVIROSTOR-820298121-aa

SILICON VALLEY

MICROELECTRONICS
1150 CAMPBELL AVENUE
SAN JOSE CA 95126
E 0.54 /
2,825.93
-8
p1p-470-820298121-x1x
Estor/EPA ID | Cleanup Status: 70000008 | NO ACTION REQUIRED AS OF 10/18/2005 m64d
dd-ENVIROSTOR-878648182-aa

VARIETY METAL

FINISHING
1166 CAMPBELL DRIVE
SAN JOSE CA 95126
E 0.54 /
2,825.93
-8
p1p-470-878648182-x1x
Estor/EPA ID | Cleanup Status: 70000007 | INACTIVE - NEEDS EVALUATION AS OF 12/17/2008 m65d
dd-ENVIROSTOR-820300720-aa

FMC CORP ORDANCE
PLANT
1125 COLEMAN AVE
SAN JOSE CA 95110
NE 0.66 /
3,472.07
-12
p1p-471-820300720-x1x
Estor/EPA ID | Cleanup Status: 43330027 | REFER: RCRA AS OF 1/2/2000 m66d
dd-FUDS-882126804-aa
FMC Corporation

SAN JOSE CA
ENE 0.70 /
3,710.64
-16
p1p-472-882126804-x1x
FUDS Property No: J09CA1123
m67d
dd-ENVIROSTOR-820295478-aa
FMC CORPORATION 1125 COLEMAN AVENUE
SAN JOSE CA 951030000
NE 0.72 /
3,795.50
-18
p1p-473-820295478-x1x
Estor/EPA ID | Cleanup Status: CAD077184745 |
m67d
dd-ENVIROSTOR-820295707-aa
FMC 1125 COLEMAN AVENUE
SAN JOSE CA 951030000
NE 0.72 /
3,795.50
-18
p1p-474-820295707-x1x
449
449
454
460
460
461
469
470
470
471
472
473
474
59 59
60 61
62 63
64 64
64 65
66 67
67 LOP

SANTACLARA
LUST

CLEANUP
SITES
MRDS

ENVIROSTOR

ENVIROSTOR
FUDS

ENVIROSTOR

ENVIROSTOR
24 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map
Key
DB Company/Site Name Address Direction Distance
(mi/ft)
Elev Diff
(ft)
Page
Number
Estor/EPA ID | Cleanup Status:
80001683 | ACTIVE AS OF 11/8/2006
m67d
dd-HWP-820356792-aa
FMC CORPORATION 1125 COLEMAN AVENUE
SAN JOSE CA 951030000
NE 0.72 /
3,795.50
-18
p1p-498-820356792-x1x
Estor/EPA ID: CAD077184745
m67d
dd-INSP COMP ENF-824938650-aa
FMC CORPORATION 1125 COLEMAN AVENUE
SAN JOSE CA 95103
NE 0.72 /
3,795.50
-18
p1p-499-824938650-x1x
m68d
dd-RCRA CORRACTS-810472780-aa
FMC CORPORATION 1125 COLEMAN AVE
SAN JOSE CA 95110
NE 0.73 /
3,846.38
-19
p1p-500-810472780-x1x
EPA Handler ID: CAD077184745
m69d
dd-ENVIROSTOR-878648610-aa

UNITED DEFENSE LP,
GROUND SYSTEMS DIV.
1125 COLEMAN AVENUE
SAN JOSE CA 95103
NE 0.73 /
3,879.07
-19
p1p-519-878648610-x1x
Estor/EPA ID | Cleanup Status: 71002587 | INACTIVE - NEEDS EVALUATION AS OF m70d
dd-ENVIROSTOR-820296711-aa

DEVCO METAL
FINISHING, INC.
1745 GRANT STREET #3
SANTA CLARA CA 95050
NNW 0.84 /
4,428.90
-16
p1p-520-820296711-x1x
Estor/EPA ID | Cleanup Status: 71002359 | INACTIVE - NEEDS EVALUATION AS OF m71d
dd-ENVIROSTOR-820297340-aa

SANTA CLARA PLATING
CO., INC.
1773 GRANT STREET
SANTA CLARA CA 95050
NNW 0.86 /
4,542.28
-16
p1p-520-820297340-x1x
Estor/EPA ID | Cleanup Status: 71002588 | INACTIVE - NEEDS EVALUATION AS OF m72d
dd-ENVIROSTOR-820301071-aa

DIAGNOSTIC X RAY

IMAGING INC
636 NEWHALL ST
SAN JOSE CA 951100000
E 0.91 /
4,778.83
-10
p1p-521-820301071-x1x
Estor/EPA ID | Cleanup Status: CAD983656604 |
m72d
dd-HWP-820356759-aa

DIAGNOSTIC X RAY

IMAGING INC
636 NEWHALL ST
SAN JOSE CA 951100000
E 0.91 /
4,778.83
-10
p1p-521-820356759-x1x
Estor/EPA ID: CAD983656604
m73d
dd-ENVIROSTOR-866002646-aa

BRADFORD

MANUFACTURING-REED

AND GRANT STREETS

PROPERTY

SOUTHWEST CORNER OF

REED AND GRANT STREETS
SANTA CLARA CA 95050
NNW 0.93 /
4,893.98
-18
p1p-522-866002646-x1x
Estor/EPA ID | Cleanup Status: 60001129 | CERTIFIED O&M - LAND USE RESTRICTIONS ONLY AS OF 4/22/2013
m74d
dd-HWP-820356769-aa

IONIZATION RESEARCH
CO
2007 W HEDDING STREET
SAN JOSE CA 951280000
S 0.97 /
5,128.26
35 p1p-528-820356769-x1x
Estor/EPA ID: CAD983652330
m74d
dd-ENVIROSTOR-846768935-aa

IONIZATION RESEARCH
CO
2007 W HEDDING STREET
SAN JOSE CA 951280000
S 0.97 /
5,128.26
35 p1p-529-846768935-x1x
Estor/EPA ID | Cleanup Status: CAD983652330 |
m75d
dd-RCRA CORRACTS-810471892-aa
FORMER ECS 705 REED
ST
705 REED STREET
SANTA CLARA CA 95050-
0000
NNW 0.97 /
5,135.44
-20
p1p-529-810471892-x1x
EPA Handler ID: CAD003963592
498
499
500
519
520
520
521
521
522
528
529
529
67 67
68 69
70 71
72 72
73 74
74 75
HWP
INSP

COMP ENF
RCRA

CORRACTS

ENVIROSTOR

ENVIROSTOR
HWP

ENVIROSTOR
RCRA

CORRACTS
25 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map
Key
DB Company/Site Name Address Direction Distance
(mi/ft)
Elev Diff
(ft)
Page
Number
m
75d
dd-INSP COMP ENF-820209873-aa
FORMER ECS 705 REED
ST
705 REED ST
SANTA CLARA CA 95050
NNW 0.97 /
5,135.44
-20
p1p-580-820209873-x1x
m75d
dd-ENVIROSTOR-820296286-aa
ECS REFINING (DBA) 705 REED ST

SANTA CLARA CA
950500000
NNW 0.97 /
5,135.44
-20
p1p-585-820296286-x1x
Estor/EPA ID | Cleanup Status: 80001527 | INACTIVE - NEEDS EVALUATION AS OF 1/1/2008 m75d
dd-ENVIROSTOR-820300891-aa
FORMER ECS 705 REED
ST
705 REED ST
SANTA CLARA CA 95050
NNW 0.97 /
5,135.44
-20
p1p-586-820300891-x1x
Estor/EPA ID | Cleanup Status: 3000014 |
m75d
dd-HWP-820356870-aa
FORMER ECS 705 REED
ST
705 REED ST
SANTA CLARA CA 95050
NNW 0.97 /
5,135.44
-20
p1p-586-820356870-x1x
Estor/EPA ID: 3000014
m76d
dd-ENVIROSTOR-820294078-aa

SPENCE ELECTRO
PLATING CO.
1001 CHESTNUT STREET
BURBANK CA 91506
E 0.99 /
5,248.48
-7
p1p-592-820294078-x1x
Estor/EPA ID | Cleanup Status: 71002184 | REFER: OTHER AGENCY AS OF 580
585
586
586
592
75 75
75 75
76 INSP

COMP ENF

ENVIROSTOR

ENVIROSTOR
HWP

ENVIROSTOR
26 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 h-Executive Summary: Summary by Data Source
Standard
Federal
SEMS ARCHIVE - SEMS List 8R Archive Sites

A search of the SEMS ARCHIVE database, dated Dec 30, 2021 has found that there are 2 SEMS ARCHIVE site(s) within approximately 0.50 miles of the project property.

Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key

UNIVERSITY OF SANTA CLARA 820 ALVISO ST
SANTA CLARA CA 95053
SW 0.12 / 637.13 m-10-828859272-a
EPA ID: CAD054800214

Lower Elevation Address Direction Distance (mi/ft) Map Key

PG&E GAS PLANT SANTA
CLARA

COR BENTON & RAILROAD AVE
SANTA CLARA CA 95050
N 0.48 / 2,550.88 m-54-828873674-a
EPA ID: CAD981416027

CERCLIS - Comprehensive Environmental Response, Compensation and Liability Information System - CERCLIS

A search of the CERCLIS database, dated Oct 25, 2013 has found that there are 2 CERCLIS site(s) within approximately 0.50 miles of the project property.

Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key

UNIVERSITY OF SANTA CLARA 820 ALVISO ST
SANTA CLARA CA 95053
SW 0.12 / 637.13 m-10-805454362-a
Site EPA ID: CAD054800214

Lower Elevation Address Direction Distance (mi/ft) Map Key

PG&E GAS PLANT SANTA
CLARA

COR BENTON & RAILROAD AVE
SANTA CLARA CA 95050
N 0.48 / 2,550.88 m-54-805430352-a
Site EPA ID: CAD981416027

CERCLIS NFRAP - CERCLIS - No Further Remedial Action Planned

A search of the CERCLIS NFRAP database, dated Oct 25, 2013 has found that there are 2 CERCLIS NFRAP site(s) within approximately 0.50 miles of the project property.

Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key

UNIVERSITY OF SANTA CLARA 820 ALVISO ST
SANTA CLARA CA 95053
SW 0.12 / 637.13 m-10-805473135-a
Site EPA ID: CAD054800214

10 54
10 54
10 Executive Summary: Summary by Data Source
27 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Lower Elevation Address Direction Distance (mi/ft) Map Key

PG&E GAS PLANT SANTA
CLARA

COR BENTON & RAILROAD AVE
SANTA CLARA CA 95050
N 0.48 / 2,550.88 m-54-805477535-a
Site EPA ID: CAD981416027

RCRA CORRACTS - RCRA CORRACTS-Corrective Action

A search of the RCRA CORRACTS database, dated Nov 17, 2021 has found that there are 2 RCRA CORRACTS site(s) within approximately 1.00 miles of the project property.

Lower Elevation Address Direction Distance (mi/ft) Map Key

FMC CORPORATION 1125 COLEMAN AVE
SAN JOSE CA 95110
NE 0.73 / 3,846.38 m-68-810472780-a
EPA Handler ID: CAD077184745

FORMER ECS 705 REED ST 705 REED STREET
SANTA CLARA CA 95050-0000
NNW 0.97 / 5,135.44 m-75-810471892-a
EPA Handler ID: CAD003963592

RCRA TSD - RCRA non-CORRACTS TSD Facilities

A search of the RCRA TSD database, dated Nov 17, 2021 has found that there are 7 RCRA TSD site(s) within approximately 0.50 miles of the project property.

Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key

SANTA CLARA UNIVERSITY 750 LOCUST ST.

SANTA CLARA CA 95050
SSW 0.06 / 339.55 m-4-877588512-a
EPA Handler ID: CAC003017715

SANTA CLARA UNIVERSITY 750 LOCUST ST.

SANTA CLARA CA 95050
SSW 0.06 / 339.55 m-4-877583123-a
EPA Handler ID
: CAC003017725

SANTA CLARA UNIVERSITY 680 WASHINGTON ST #3
SANTA CLARA CA 95050
W 0.28 / 1,466.71 m-26-877577272-a
EPA Handler ID: CAC003018746

FAGUNDES, FATIMA 1246 SANTA CLARA STREET
SANTA CLARA CA 95050
W 0.45 / 2,356.52 m-44-877601176-a
EPA Handler ID: CAC003019390

Lower Elevation Address Direction Distance (mi/ft) Map Key

ANTONIO BUNTING 529 CHAPMAN CT
SANTA CLARA CA 95050
ESE 0.27 / 1,415.77 m-25-877588559-a
EPA Handler ID: CAC003015579

SANMINA-SCI SANTA CLARA 445 EL CAMINO REAL
SANTA CLARA CA 95050
ENE 0.32 / 1,678.46 m-29-810463671-a
EPA Handler ID: CAD982520421

SANTA CLARA UNIVERSITY 870 BENTON ST.

SANTA CLARA CA 95050
NW 0.45 / 2,374.75 m-45-877598188-a
54 68
75 4
4 26
44 25
29 45
28 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Lower Elevation Address Direction Distance (mi/ft) Map Key EPA Handler ID: CAC003006852

RCRA NON GEN - RCRA Non-Generators

A search of the RCRA NON GEN database, dated Nov 17, 2021 has found that there are 13 RCRA NON GEN site(s) within approximately 0.25 miles of the project property.

Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key

SANTA CLARA UNIVERSITY 750 LOCUST ST.

SANTA CLARA CA 95050
SSW 0.06 / 339.55 m-4-878150703-a
EPA Handler ID: CAC003017715

SANTA CLARA UNIVERSITY 750 LOCUST ST.

SANTA CLARA CA 95050
SSW 0.06 / 339.55 m-4-878141911-a
EPA Handler ID: CAC003017725

SANTA CLARA UNIVERSITY 819 BELLOMY ST.

SANTA CLARA CA 95050
W 0.11 / 575.02 m-8-874015127-a
EPA Handler ID: CAC002974049

SANTA CLARA UNIVERSITY 819 BELLOMY ST.

SANTA CLARA CA 95050
W 0.11 / 575.02 m-8-878166550-a
EPA Handler ID
: CAC003023678

SANTA CLARA UNIVERSITY 819 BELLOMY ST
SANTA CLARA CA 95050
W 0.11 / 575.02 m-8-874022378-a
EPA Handler ID: CAC002972284

SANTA CLARA UNIVERSITY 831 BELLOMY ST
SANTA CLARA CA 95050
W 0.12 / 634.70 m-9-873999556-a
EPA Handler ID
: CAC002972285

431 LAFAYETTE APARTMENTS 431 LAFAYETTE WAY,
SANTA CLARA CA 95050
WSW 0.18 / 948.10 m-12-885987675-a
EPA Handler ID
: CAC003074864

ALBERT RUIZ 600 MISSION ST
SANTA CLARA CA 95050-6041
SE 0.19 / 991.94 m-15-881999680-a
EPA Handler ID: CAC003043442

RADOSLAW WASNIEWSKI 764 COLLEGE AVENUE
SANTA CLARA CA 95051
SSE 0.21 / 1,134.86 m-18-873966145-a
EPA Handler ID: CAC002981704

MARK & TIFFANY HAIGH 763 CAMINO DRIVE
SANTA CLARA CA 95050
SSE 0.24 / 1,280.06 m-21-873954444-a
EPA Handler ID
: CAC002965490

SANTA CLARA USD/BUCHSER

MIDDLE SCHOOL
1111 BELLOMY ST
SANTA CLARA CA 95050-0000
WSW 0.25 / 1,294.00 m-23-873998263-a
EPA Handler ID: CAL000015847

4 4
8 8
8 9
12 15
18 21
23 29 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key

DANIELLE KALITERNA 848 COLLEGE AVENUE
SANTA CLARA CA 95060
SSW 0.25 / 1,297.08 m-24-894814032-a
EPA Handler ID: CAC003130748

Lower Elevation Address Direction Distance (mi/ft) Map Key

SAFEWAY STORE #763 2605 THE ALAMEDA
SANTA CLARA CA 95050-6003
SE 0.07 / 354.91 m-6-873923626-a
EPA Handler ID: CAL000353634

State
RESPONSE - State Response Sites

A search of the RESPONSE database, dated Jan 6, 2022 has found that there are 1 RESPONSE site(s) within approximately 1.00 miles of the project property.

Lower Elevation Address Direction Distance (mi/ft) Map Key

AJ COMMERCIAL LAUNDRY/ALL

CHEM SUPPLY
1173-1175 CAMPBELL AVENUE
SAN JOSE CA 95126
E 0.47 / 2,504.19 m-50-820091363-a
Estor/EPA ID | Cleanup Status: 60000133 | ACTIVE AS OF 4/19/2005

ENVIROSTOR - EnviroStor Database

A search of the ENVIROSTOR database, dated Jan 6, 2022 has found that there are 26 ENVIROSTOR site(s) within approximately

1.00 miles of the project property.

Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key

IONIZATION RESEARCH CO 2007 W HEDDING STREET
SAN JOSE CA 951280000
S 0.97 / 5,128.26 m-74-846768935-a
Estor/EPA ID | Cleanup Status: CAD983652330 |

Lower Elevation Address Direction Distance (mi/ft) Map Key

HADCO SANTA CLARA, INC. 445 EL CAMINO REAL
SANTA CLARA CA 95050
ENE 0.31 / 1,623.61 m-28-820299538-a
Estor/EPA ID | Cleanup Status: 71003722 | INACTIVE - NEEDS EVALUATION AS OF

SANTA CLARA UNIVERSITY

PHYSICAL PLANT FY
751 CAMPBELL AVENUE
SANTA CLARA CA 95050
NE 0.35 / 1,856.16 m-31-820360317-a
Estor/EPA ID | Cleanup Status: 43820002 | REFER: OTHER AGENCY AS OF 3/18/1993

OWENS ILLINOIS GLASS CO. 1185 CAMPBELL AVENUE
SANTA CLARA CA 95050
E 0.39 / 2,083.08 m-36-820360443-a
Estor/EPA ID | Cleanup Status: 43320024 | REFER: RWQCB AS OF 6/8/1994

CUSTOM FOOD MACHINERY 1180 - 1184 CAMPBELL AVENUE
SAN JOSE CA 95126
ENE 0.43 / 2,276.24 m-41-866000626-a
Estor/EPA ID | Cleanup Status: 43200021 | CERTIFIED / OPERATION & MAINTENANCE AS OF 3/26/2009

24 6
50 74
28 31
36 41
30 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Lower Elevation Address Direction Distance (mi/ft) Map Key

TW SMITH PLUMBING SUPPLY 1200 CAMPBELL AVENUE
SAN JOSE CA 95126
ENE 0.44 / 2,327.92 m-42-820294690-a
Estor/EPA ID | Cleanup Status: 70000010 | REFER: OTHER AGENCY AS OF 10/21/2005

KILMAN SALES 1179 CAMPBELL AVENUE
SAN JOSE CA 95126
E 0.45 / 2,390.68 m-46-820296745-a
Estor/EPA ID | Cleanup Status: 70000011 | NO ACTION REQUIRED AS OF 10/21/2005

BLUE'S ROOFING COMPANY 1181 CAMPBELL AVENUE
SAN JOSE CA 95126
E 0.45 / 2,390.68 m-46-866001562-a
Estor/EPA ID | Cleanup Status: 70000013 | NO FURTHER ACTION AS OF 10/19/2007

AJ COMMERCIAL LAUNDRY/ALL

CHEM SUPPLY
1173-1175 CAMPBELL AVENUE
SAN JOSE CA 95126
E 0.47 / 2,504.19 m-50-866001301-a
Estor/EPA ID | Cleanup Status: 60000133 | ACTIVE AS OF 4/19/2005

SAFWAY 1177 CAMPBELL AVENUE
SAN JOSE CA 95126
E 0.49 / 2,607.09 m-58-820296238-a
Estor/EPA ID | Cleanup Status: 70000012 | NO ACTION REQUIRED AS OF 10/21/2005

VARIETY METAL FINISHING,
INC.
1166 CAMBELL AVENUE
SAN JOSE CA 95126
E 0.50 / 2,628.28 m-62-878648888-a
Estor/EPA ID | Cleanup Status: 71002872 | INACTIVE - NEEDS EVALUATION AS OF

SANTA CLARA POLICE STATION 501 EL CAMINO REAL
SANTA CLARA CA 95050
NNW 0.52 / 2,755.61 m-63-866001786-a
Estor/EPA ID | Cleanup Status: 43360129 | CERTIFIED / OPERATION & MAINTENANCE AS OF 12/8/2000

PRECISION SPECIALTIES 1158 CAMPBELL AVENUE
SAN JOSE CA 95126
E 0.54 / 2,825.93 m-64-820293553-a
Estor/EPA ID | Cleanup Status: 70000009 | REFER: LOCAL AGENCY AS OF 4/25/2007

SILICON VALLEY

MICROELECTRONICS
1150 CAMPBELL AVENUE
SAN JOSE CA 95126
E 0.54 / 2,825.93 m-64-820298121-a
Estor/EPA ID | Cleanup Status: 70000008 | NO ACTION REQUIRED AS OF 10/18/2005

VARIETY METAL FINISHING 1166 CAMPBELL DRIVE
SAN JOSE CA 95126
E 0.54 / 2,825.93 m-64-878648182-a
Estor/EPA ID | Cleanup Status: 70000007 | INACTIVE - NEEDS EVALUATION AS OF 12/17/2008

FMC CORP ORDANCE PLANT 1125 COLEMAN AVE
SAN JOSE CA 95110
NE 0.66 / 3,472.07 m-65-820300720-a
Estor/EPA ID | Cleanup Status: 43330027 | REFER: RCRA AS OF 1/2/2000

FMC CORPORATION 1125 COLEMAN AVENUE
SAN JOSE CA 951030000
NE 0.72 / 3,795.50 m-67-820295478-a
Estor/EPA ID | Cleanup Status: CAD077184745 |

FMC 1125 COLEMAN AVENUE
SAN JOSE CA 951030000
NE 0.72 / 3,795.50 m-67-820295707-a
Estor/EPA ID | Cleanup Status: 80001683 | ACTIVE AS OF 11/8/2006

42 46
46 50
58 62
63 64
64 64
65 67
67 31 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Lower Elevation Address Direction Distance (mi/ft) Map Key

UNITED DEFENSE LP, GROUND
SYSTEMS DIV.
1125 COLEMAN AVENUE
SAN JOSE CA 95103
NE 0.73 / 3,879.07 m-69-878648610-a
Estor/EPA ID | Cleanup Status: 71002587 | INACTIVE - NEEDS EVALUATION AS OF

DEVCO METAL FINISHING, INC. 1745 GRANT STREET #3
SANTA CLARA CA 95050
NNW 0.84 / 4,428.90 m-70-820296711-a
Estor/EPA ID | Cleanup Status: 71002359 | INACTIVE - NEEDS EVALUATION AS OF

SANTA CLARA PLATING CO.,
INC.
1773 GRANT STREET
SANTA CLARA CA 95050
NNW 0.86 / 4,542.28 m-71-820297340-a
Estor/EPA ID | Cleanup Status: 71002588 | INACTIVE - NEEDS EVALUATION AS OF

DIAGNOSTIC X RAY IMAGING
INC
636 NEWHALL ST
SAN JOSE CA 951100000
E 0.91 / 4,778.83 m-72-820301071-a
Estor/EPA ID | Cleanup Status: CAD983656604 |

BRADFORD MANUFACTURING-

REED AND GRANT STREETS

PROPERTY

SOUTHWEST CORNER OF REED

AND GRANT STREETS
SANTA CLARA CA 95050
NNW 0.93 / 4,893.98 m-73-866002646-a
Estor/EPA ID | Cleanup Status
: 60001129 | CERTIFIED O&M - LAND USE RESTRICTIONS ONLY AS OF 4/22/2013

ECS REFINING (DBA) 705 REED ST
SANTA CLARA CA 950500000
NNW 0.97 / 5,135.44 m-75-820296286-a
Estor/EPA ID | Cleanup Status: 80001527 | INACTIVE - NEEDS EVALUATION AS OF 1/1/2008

FORMER ECS 705 REED ST 705 REED ST
SANTA CLARA CA 95050
NNW 0.97 / 5,135.44 m-75-820300891-a
Estor/EPA ID | Cleanup Status: 3000014 |

SPENCE ELECTRO PLATING
CO.
1001 CHESTNUT STREET
BURBANK CA 91506
E 0.99 / 5,248.48 m-76-820294078-a
Estor/EPA ID | Cleanup Status: 71002184 | REFER: OTHER AGENCY AS OF

HWP - EnviroStor Hazardous Waste Facilities

A search of the HWP database, dated Jan 6, 2022 has found that there are 4 HWP site(s) within approximately 1.00 miles of the project property.

Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key

IONIZATION RESEARCH CO 2007 W HEDDING STREET
SAN JOSE CA 951280000
S 0.97 / 5,128.26 m-74-820356769-a
Estor/EPA ID: CAD983652330

Lower Elevation Address Direction Distance (mi/ft) Map Key

FMC CORPORATION 1125 COLEMAN AVENUE
SAN JOSE CA 951030000
NE 0.72 / 3,795.50 m-67-820356792-a
Estor/EPA ID: CAD077184745

DIAGNOSTIC X RAY IMAGING
INC
636 NEWHALL ST
SAN JOSE CA 951100000
E 0.91 / 4,778.83 m-72-820356759-a
69 70
71 72
73 75
75 76
74 67
72 32 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Lower Elevation Address Direction Distance (mi/ft) Map Key Estor/EPA ID: CAD983656604

FORMER ECS 705 REED ST 705 REED ST
SANTA CLARA CA 95050
NNW 0.97 / 5,135.44 m-75-820356870-a
Estor/EPA ID: 3000014

LUST - Leaking Underground Fuel Tank Reports

A search of the LUST database, dated Oct 20, 2021 has found that there are 24 LUST site(s) within approximately 0.50 miles of the project property.

Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key

SANTA CLARA UNIVERSITY 2795 THE ALAMEDA
SANTA CLARA CA 95050
NW 0.07 / 350.74 m-5-820208104-a
Global ID | Status | Status Date: T0608501091 | COMPLETED - CASE CLOSED |

MUSSO PROPERTY 2491 THE ALAMEDA
SANTA CLARA CA 95050
ESE 0.14 / 764.37 m-11-820185975-a
Global ID | Status | Status Date: T0608501326 | COMPLETED - CASE CLOSED |

SANTA CLARA UNIVERSITY 500 EL CAMINO REAL
SANTA CLARA CA 95053
NW 0.28 / 1,489.70 m-27-820173218-a
Global ID | Status | Status Date: T0608561207 | COMPLETED - CASE CLOSED |

EXXON #7-0960 36 WASHINGTON ST
SANTA CLARA CA 95050
S 0.50 / 2,621.40 m-59-820201762-a
Global ID | Status | Status Date: T0608500570 | COMPLETED - CASE CLOSED |

Lower Elevation Address Direction Distance (mi/ft) Map Key

UNOCAL #0715 2665 THE ALAMEDA
SANTA CLARA CA 95050
NW 0.00 / 0.00 m-1-820204692-a
Global ID | Status | Status Date: T0608501511 | OPEN - REMEDIATION |

STUFT PIZZA 700 BELLOMY ST
SANTA CLARA CA 95050
WNW 0.02 / 90.48 m-3-820183706-a
Global ID | Status | Status Date: T0608501041 | COMPLETED - CASE CLOSED |

ZYCON CORPORATION

PROPERTY
390 BELLOMY ST
SAN JOSE CA 95101
WNW 0.02 / 90.48 m-3-820196575-a
Global ID | Status | Status Date: T0608501617 | COMPLETED - CASE CLOSED |

GASCO 007 2391 THE ALAMEDA
SANTA CLARA CA 95050
ESE 0.18 / 960.56 m-13-820174073-a
Global ID | Status | Status Date: T0608500669 | COMPLETED - CASE CLOSED |

HIGHWAY 82 SEGMENT 5 2245 THE ALAMEDA
SANTA CLARA CA 95050
ESE 0.24 / 1,292.78 m-22-820202819-a
Global ID | Status | Status Date: T0608502090 | COMPLETED - CASE CLOSED |

MAYFAIR PACKING PLANT #4 475 EL CAMINO REAL AVE
SANTA CLARA CA 95050
NNE 0.34 / 1,770.23 m-30-820170106-a
75 5
11 27
59 1
3 3
13 22
30 33 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Lower Elevation Address Direction Distance (mi/ft) Map Key Global ID | Status | Status Date: T0608500879 | COMPLETED - CASE CLOSED |

SANTA CLARA UNIVERSITY 455 EL CAMINO REAL
SANTA CLARA CA 95050
NE 0.35 / 1,864.19 m-32-820174631-a
Global ID | Status | Status Date: T0608516069 | COMPLETED - CASE CLOSED |

SANTA CLARA UNIVERSITY 455 EL CAMINO REAL
SANTA CLARA CA 95053
NE 0.35 / 1,864.19 m-32-820190318-a
Global ID | Status | Status Date: T0608501809 | COMPLETED - CASE CLOSED |

SANTA CLARA UN. PARKING
GARAGE
3205 THE ALAMEDA
SANTA CLARA CA 95050
NNW 0.38 / 1,997.34 m-35-820206886-a
Global ID | Status | Status Date: T10000004298 | COMPLETED - CASE CLOSED |

SANTA CLARA UN PROPERTY 3290 THE ALAMEDA
SANTA CLARA CA 95050
NNW 0.41 / 2,171.34 m-38-820201638-a
Global ID | Status | Status Date: T0608510936 | COMPLETED - CASE CLOSED |

OLD SIMAS SERVICE STATION 3290 THE ALAMEDA
SANTA CLARA CA 95050
NNW 0.41 / 2,171.34 m-38-820182931-a
Global ID | Status | Status Date: T0608500247 | COMPLETED - CASE CLOSED |

MAYFAIR PACKING-SITE #2 475 EL CAMINO REAL
SANTA CLARA CA 95050
NNE 0.41 / 2,182.63 m-39-820177019-a
Global ID | Status | Status Date: T0608502098 | COMPLETED - CASE CLOSED |

T.W. SMITH 1200 CAMPBELL AVE
SAN JOSE CA 95126
ENE 0.42 / 2,195.83 m-40-820180745-a
Global ID | Status | Status Date: T0608501403 | COMPLETED - CASE CLOSED |

T.W. SMITH 1200 CAMPBELL AVE
SAN JOSE CA 95126
ENE 0.42 / 2,195.83 m-40-820207204-a
Global ID | Status | Status Date: T0608502441 | COMPLETED - CASE CLOSED |

GUERRERA'S AUTOMOTIVE 3305 THE ALAMEDA
SANTA CLARA CA 95050
NW 0.44 / 2,342.17 m-43-820197997-a
Global ID | Status | Status Date: T0608500701 | COMPLETED - CASE CLOSED |

KUMAR PROPERTY 2106 THE ALAMEDA
SAN JOSE CA 95126
ESE 0.48 / 2,522.84 m-52-820205595-a
Global ID | Status | Status Date: T0608501565 | COMPLETED - CASE CLOSED |

PARAGON MECHANICAL INC. 3390 THE ALAMEDA
SANTA CLARA CA 95050
NNW 0.48 / 2,554.32 m-55-820180684-a
Global ID | Status | Status Date: T0608500533 | COMPLETED - CASE CLOSED |

JOE AMARAL MECHANICAL 3390 THE ALAMEDA
SANTA CLARA CA 95050
NNW 0.48 / 2,554.32 m-55-820187785-a
Global ID | Status | Status Date: T0608502285 | COMPLETED - CASE CLOSED |

CUSTOM FOOD MACHINERY 1180 CAMPBELL AVE
SAN JOSE CA 95126
E 0.49 / 2,563.82 m-56-820209233-a
32 32
35 38
38 39
40 40
43 52
55 55
56 34 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Lower Elevation Address Direction Distance (mi/ft) Map Key Global ID | Status | Status Date: T0608500482 | COMPLETED - CASE CLOSED |

BLUE'S ROOFING 1181 CAMPBELL AVE
SAN JOSE CA 95126
E 0.49 / 2,586.66 m-57-820205394-a
Global ID | Status | Status Date: T0608502018 | COMPLETED - CASE CLOSED |

HHSS - Historical Hazardous Substance Storage Information Database

A search of the HHSS database, dated Aug 27, 2015 has found that there are 5 HHSS site(s) within approximately 0.25 miles of the project property.

Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key

TEXACO 2795 THE ALAMEDA
SANTA CLARA CA 95050
NW 0.07 / 350.74 m-5-822930148-a

Lower Elevation Address Direction Distance (mi/ft) Map Key

UNION OIL SS 0715 2665 THE ALAMEDA
SANTA CLARA CA 95050
NW 0.00 / 0.00 m-1-822922797-a

UNION OIL SS 0715 2665 THE ALAMEDA
SANTA CLARA CA 95050
NW 0.00 / 0.00 m-1-822968208-a

UNION OIL SS 0715 2665 THE ALAMEDA
SANTA CLARA CA 95050
NW 0.00 / 0.00 m-1-822980109-a

GASCO SERVICE STATION 007 2391 THE ALAMEDA
SANTA CLARA CA 95050
ESE 0.18 / 960.56 m-13-822973140-a

UST SWEEPS - Statewide Environmental Evaluation and Planning System

A search of the UST SWEEPS database, dated Oct 1, 1994 has found that there are 2 UST SWEEPS site(s) within approximately 0.25 miles of the project property.

Lower Elevation Address Direction Distance (mi/ft) Map Key

UNOCAL SS #0715 2665 THE ALAMEDA

SANTA CLARA CA
NW 0.00 / 0.00 m-1-888175929-a
C C | Status: I43-010-4557 | INACTIVE
Tank ID: 000001, 000004, 000003, 000002

GASCO SERVICE STATION #007 2391 THE ALAMEDA

SANTA CLARA CA
ESE 0.18 / 960.56 m-13-888188854-a
C C | Status: I43-010-9193 | INACTIVE
Tank ID: 000003, 000004, 000002, 000001

AST - Aboveground Storage Tanks

A search of the AST database, dated Aug 31, 2009 has found that there are 3 AST site(s) within approximately 0.25 miles of the project 57 5
1 1
1 13
1 13
35 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 property.

Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key

Santa Clara University 500 El Camino Real, 304
Santa Clara CA
WNW 0.23 / 1,189.65 m-19-820211291-a

Santa Clara University 500 El Camino Real, 604
Santa Clara CA
WNW 0.23 / 1,189.65 m-19-820210484-a

Santa Clara University 500 El Camino Real, 401
Santa Clara CA
WNW 0.23 / 1,189.65 m-19-820217406-a

DELISTED CTNK
- Delisted California Environmental Reporting System (CERS) Tanks

A search of the DELISTED CTNK database, dated Dec 8, 2021 has found that there are 28 DELISTED CTNK site(s) within approximately 0.25 miles of the project property.

Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key

Building 405: Bannan Hall 500 EL CAMINO REAL BLDG 405
SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-859553660-a

Building 201: Walsh Admin 500 EL CAMINO REAL BLDG 201
SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-859559377-a

Building 106: Varsi Hall 500 EL CAMINO REAL BLDG 106
SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-861338263-a

Building 301: Benson Center 500 EL CAMINO REAL BLDG 301 SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-861338473-a

Building 505: Campisi Residence
Hall
500 EL CAMINO REAL BLDG 505
SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-861338569-a

Building 204: Kenna Hall 500 EL CAMINO REAL BLDG 204
SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-861338675-a

Building 307: Swig Residence Hall 500 EL CAMINO REAL BLDG 307 SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-861338837-a

Building 605A: Sobrato Residence
Hall
500 EL CAMINO REAL BLDG 605A
SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-861338858-a

19 19
19 19
19 19
19 19
19 19
19 36 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key

Building 702: Sullivan Aquatic
Center
500 EL CAMINO REAL BLDG 702
SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-861339039-a

Building 706: Buck Shaw Stadium 500 EL CAMINO REAL BLDG 706 SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-861339145-a

Building 403: Bannan Engineering
Labs
500 EL CAMINO REAL BLDG 403
SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-861339193-a

Building 109: Nobili Hall 500 EL CAMINO REAL BLDG 109
SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-861339256-a

Building 303: Bookstore 500 EL CAMINO REAL BLDG 303
SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-861339431-a

Building 102: St. Joseph Hall 500 EL CAMINO REAL
SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-861339620-a

Building 443: Schott Stadium 500 EL CAMINO REAL BLDG 443 SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-861339709-a

Building 602: Casa Italiana
Residence Hall
500 EL CAMINO REAL BLDG 602
SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-861339801-a

Building 605B: Sobrato Residence
Hall
500 EL CAMINO REAL BLDG 605B
SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-861339854-a

Building 210: Daly Science 100
Chemistry Building
500 EL CAMINO REAL BLDG 210
SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-861339905-a

Building 202: Heafey Law Library 500 EL CAMINO REAL BLDG 202 SANTA CLARA CA 95050
WNW 0.23 / 1,189.65 m-19-861340015-a

Building 404: Bannan Engineering 500 EL CAMINO REAL BLDG 404 SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-861340159-a

Building 506: Sanfilippo Residence
Hall
500 EL CAMINO REAL BLDG 506
SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-861340455-a

19 19
19 19
19 19
19 19
19 19
19 19
19 37 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key

Building 715: Pat Malley Fitness
Center
500 EL CAMINO REAL BLDG 715
SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-861340682-a

Building 208: Alumni Science 500 EL CAMINO REAL BLDG 208 SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-861340713-a

Building 211: Daly Science 200 500 EL CAMINO REAL BLDG 211 SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-861340716-a

Building 710: Locatelli Student
Activity Center
500 EL CAMINO REAL BLDG 710
SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-861340717-a

Building 402: Mechanical
Engineering
500 EL CAMINO REAL BLDG 402
SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-861340733-a

Building 802: Lucas Hall 500 EL CAMINO REAL BLDG 802
SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-861340742-a

Building 714: Parking Structure 500 EL CAMINO REAL BLDG 714 SANTA CLARA CA 95053
WNW 0.23 / 1,189.65 m-19-861340743-a

HIST TANK
- Historical Hazardous Substance Storage Container Information - Facility Summary

A search of the HIST TANK database, dated May 27, 1988 has found that there are 6 HIST TANK site(s) within approximately 0.25 miles of the project property.

Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key

TEXACO 2795 THE ALAMEDA

SANTA CLARA CA
NW 0.07 / 350.74 m-5-865075866-a

Lower Elevation Address Direction Distance (mi/ft) Map Key

UNION OIL SS #0715 2665 THE ALAMEDA

SANTA CLARA CA
NW 0.00 / 0.00 m-1-865092850-a

UNION OIL SS#0715 2665 THE ALAMEDA

SANTA CLARA CA
NW 0.00 / 0.00 m-1-865060000-a

UNION OIL SS#0715 2665 THE ALAMEDA

SANTA CLARA CA
NW 0.00 / 0.00 m-1-865039935-a

19 19
19 19
19 19
19 5
1 1
1 38 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Lower Elevation Address Direction Distance (mi/ft) Map Key

MARKET DISTRIBUTORS 390 BELLOMY ST.

SANTA CLARA CA
WNW 0.02 / 90.48 m-3-865088648-a

GASCO SERVICE STATION #007 2391 THE ALAMEDA

SANTA CLARA CA
ESE 0.18 / 960.56 m-13-865065410-a

LUR - Site Mitigation and Brownfields Reuse Program Facility Sites with Land Use Restrictions

A search of the LUR database, dated Jan 6, 2022 has found that there are 1 LUR site(s) within approximately 0.50 miles of the project property.

Lower Elevation Address Direction Distance (mi/ft) Map Key

CUSTOM FOOD MACHINERY 1180 - 1184 CAMPBELL AVENUE
SAN JOSE CA 95126
ENE 0.43 / 2,276.24 m-41-820321865-a
Estor/EPA ID | Cleanup Status: 43200021 | CERTIFIED / OPERATION & MAINTENANCE AS OF 3/26/2009

CALSITES - CALSITES Database

A search of the CALSITES database, dated May 1, 2004 has found that there are 2 CALSITES site(s) within approximately 0.50 miles of the project property.

Lower Elevation Address Direction Distance (mi/ft) Map Key

SANTA CLARA POLICE STATION 501 EL CAMINO REAL
SANTA CLARA CA 95050
N 0.38 / 1,989.18 m-33-891193569-a

OWENS ILLINOIS GLASS CO. 1185 CAMPBELL AVENUE
SANTA CLARA CA 95050
E 0.39 / 2,085.10 m-37-891194055-a

DEED - Deed Restrictions and Land Use Restrictions

A search of the DEED database, dated Oct 20, 2021 has found that there are 1 DEED site(s) within approximately 0.50 miles of the project property.

Lower Elevation Address Direction Distance (mi/ft) Map Key

BART System Silicon Valley
Berryessa Extension Project
VARIOUS LOCATIONS ALONG A 16.3

MILE LINE, BETWEEN MILPITAS AND

SANTA CLARA

VARIOUS CA
ENE 0.48 / 2,528.68 m-53-882017527-a

VCP
- Voluntary Cleanup Program

A search of the VCP database, dated Jan 6, 2022 has found that there are 2 VCP site(s) within approximately 0.50 miles of the project property.

Lower Elevation Address Direction Distance (mi/ft) Map Key

CUSTOM FOOD MACHINERY 1180 - 1184 CAMPBELL AVENUE
SAN JOSE CA 95126
ENE 0.43 / 2,276.24 m-41-820287342-a
3 13
41 33
37 53
41 39 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Lower Elevation Address Direction Distance (mi/ft) Map Key Estor/EPA ID | Cleanup Status: 43200021 | CERTIFIED / OPERATION & MAINTENANCE AS OF 3/26/2009

BLUE'S ROOFING COMPANY 1181 CAMPBELL AVENUE
SAN JOSE CA 95126
E 0.45 / 2,390.68 m-46-820287725-a
Estor/EPA ID | Cleanup Status: 70000013 | NO FURTHER ACTION AS OF 10/19/2007

CLEANUP SITES - GeoTracker Cleanup Program Sites

A search of the CLEANUP SITES database, dated Oct 20, 2021 has found that there are 5 CLEANUP SITES site(s) within approximately 0.50 miles of the project property.

Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key

SANTA CLARA UNIVERSITY

NEW LAW BUILDING
500 EL CAMINO REAL
SANTA CLARA CA 95050
NW 0.28 / 1,489.70 m-27-848690967-a
Status | Site Facility Type: COMPLETED - CASE CLOSED | CLEANUP PROGRAM SITE

FORMER NELSON CLEANERS 53 WASHINGTON STREET
SANTA CLARA CA 95050
S 0.48 / 2,522.52 m-51-824938244-a
Status | Site Facility Type: OPEN - SITE ASSESSMENT | CLEANUP PROGRAM SITE

Lower Elevation Address Direction Distance (mi/ft) Map Key

MISSION TOWN CENTER 575 - 675 BENTON STREET
SANTA CLARA CA 95050
NNW 0.46 / 2,435.94 m-48-833897735-a
Status | Site Facility Type: OPEN - REMEDIATION | CLEANUP PROGRAM SITE

BART SYSTEM SILICON VALLEY

BERRYESSA EXTENSION

PROJECT
VARIOUS LOCATIONS ALONG A 16.3

MILE LINE, BETWEEN MILPITAS AND

SANTA CLARA

VARIOUS CA
ENE 0.48 / 2,528.68 m-53-820155759-a
Status | Site Facility Type
: OPEN - REMEDIATION | CLEANUP PROGRAM SITE

CAMPBELL AVE ASSOCIATES 1166 CAMPBELL AVE
SAN JOSE CA 95126
E 0.50 / 2,621.74 m-60-848691052-a
Status | Site Facility Type: COMPLETED - CASE CLOSED | CLEANUP PROGRAM SITE

County
HSOL SANTACLARA - Santa Clara County - Historic Solvent Case Listing

A search of the HSOL SANTACLARA database, dated Aug 22, 2016 has found that there are 2 HSOL SANTACLARA site(s) within approximately 0.50 miles of the project property.

Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key

Summerhill Development 2655 Park Ave
CA
SSE 0.18 / 970.97 m-14-855819805-a

Santa Clara University 500 El Camino Real
CA
WNW 0.23 / 1,189.65 m-19-855820017-a

LOP SANTACLARA
- Santa Clara County - Local Oversight Program Listing
46 27
51 48
53 60
14 19
40 erisinfo.com | Environmental Risk Information Services Order No: 22022400175

A search of the LOP SANTACLARA database, dated Jun 14, 2017 has found that there are 24 LOP SANTACLARA site(s) within approximately 0.50 miles of the project property.

Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key

Santa Clara University 2795 The Alameda Santa Clara
CA
NW 0.07 / 350.74 m-5-820144085-a
SCVWD ID | Closure Date: 07S1W02Q01f | 11/29/1999

Musso Property 2491 The Alameda Santa Clara
CA
ESE 0.14 / 764.37 m-11-820143879-a
SCVWD ID | Closure Date
: 07S1W11A02f | 4/24/1999

Santa Clara University 500 El Camino Real Santa Clara
CA
WNW 0.23 / 1,189.65 m-19-820143267-a
SCVWD ID | Closure Date
: 07S1W02R01f | 6/29/2005

Exxon #7-0960 36 Washington St Santa Clara
CA
S 0.50 / 2,621.40 m-59-820145087-a
SCVWD ID | Closure Date
: 07S1W11G02f | 5/17/2000

Lower Elevation Address Direction Distance (mi/ft) Map Key

Unocal #0715 2665 The Alameda Santa Clara
CA
NW 0.00 / 0.00 m-1-820145005-a
SCVWD ID | Closure Date: 07S1W02Q02f |

Stuft Pizza 700 Bellomy St Santa Clara
CA
WNW 0.02 / 90.48 m-3-820144588-a
SCVWD ID | Closure Date: 07S1W02Q03f | 6/26/2002

Zycon Corporation Property 390 Bellomy St San Jose
CA
WNW 0.02 / 90.48 m-3-820144180-a
SCVWD ID | Closure Date: 07S1W01M01f | 6/19/1995

Gasco 007 2391 The Alameda Santa Clara
CA
ESE 0.18 / 960.56 m-13-820143552-a
SCVWD ID | Closure Date: 07S1W11A01f | 1/27/1999

Highway 82 Segment 5 2245 The Alameda Santa Clara
CA
ESE 0.24 / 1,292.78 m-22-820143639-a
SCVWD ID | Closure Date: 07S1W11A03f | 9/30/2008

Mayfair Packing Plant #4 475 El Camino Real Ave Santa Clara CA
NNE 0.34 / 1,770.23 m-30-820144787-a
SCVWD ID | Closure Date: 07S1W02J03f | 6/10/2004

Santa Clara University 455 El Camino Real Santa Clara CA
NE 0.35 / 1,864.19 m-32-820144154-a
SCVWD ID | Closure Date: 07S1W02J04f | 4/3/2003

Santa Clara University 455 El Camino Real Santa Clara CA
NE 0.35 / 1,864.19 m-32-820144084-a
5 11
19 59
1 3
3 13
22 30
32 32
41 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Lower Elevation Address Direction Distance (mi/ft) Map Key SCVWD ID | Closure Date: 07S1W02J01f | 10/16/1996

Santa Clara University Parking
Garage
3205 The Alameda Santa Clara
CA
NNW 0.38 / 1,990.25 m-34-820143657-a
SCVWD ID | Closure Date: 07S1W02K03f | 05/20/2014

Old Simas Service Station 3290 The Alameda Santa Clara CA
NNW 0.41 / 2,171.34 m-38-820144032-a
SCVWD ID | Closure Date: 07S1W02K01f | 10/23/2000

Santa Clara Un Property 3290 The Alameda Santa Clara
CA
NNW 0.41 / 2,171.34 m-38-820144563-a
SCVWD ID | Closure Date: 07S1W02K02f | 04/29/2010

Mayfair Packing-Site #2 475 El Camino Real Santa Clara CA
NNE 0.41 / 2,182.63 m-39-820143532-a
SCVWD ID | Closure Date: 07S1W02J02f | 9/12/1991

T.W. Smith 1200 Campbell Ave San Jose
CA
ENE 0.42 / 2,195.83 m-40-820143281-a
SCVWD ID | Closure Date: 07S1W01N01f | 12/29/1995

T.W. Smith 1200 Campbell Ave San Jose
CA
ENE 0.42 / 2,195.83 m-40-820143357-a
SCVWD ID | Closure Date: 07S1W01M02f | 4/16/2001

Guerrera's Automotive 3305 The Alameda Santa Clara
CA
NW 0.44 / 2,342.17 m-43-820143894-a
SCVWD ID | Closure Date: 07S1W02L01f | 3/2/2000

Kumar Property 2106 The Alameda San Jose
CA
ESE 0.48 / 2,522.84 m-52-820143096-a
SCVWD ID | Closure Date: 07S1W12D01f | 12/3/2004

Paragon Mechanical Inc. 3390 The Alameda Santa Clara
CA
NNW 0.48 / 2,554.32 m-55-820144477-a
SCVWD ID | Closure Date: 07S1W02G02f | 8/4/2000

Joe Amaral Mechanical 3390 The Alameda Santa Clara
CA
NNW 0.48 / 2,554.32 m-55-820144362-a
SCVWD ID | Closure Date: 07S1W02G01f | 10/31/1995

Custom Food Machinery 1180 Campbell Ave San Jose
CA
E 0.49 / 2,563.82 m-56-820144599-a
SCVWD ID | Closure Date: 07S1W01P06f | 8/13/1992

Blue's Roofing 1181 Campbell Ave San Jose
CA
E 0.49 / 2,586.66 m-57-820142671-a
SCVWD ID | Closure Date: 07S1W01N02f | 5/14/2004

Non Standard
34 38
38 39
40 40
43 52
55 55
56 57
42 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Federal
FINDS/FRS - Facility Registry Service/Facility Index

A search of the FINDS/FRS database, dated Nov 2, 2020 has found that there are 4 FINDS/FRS site(s) within approximately 0.02 miles of the project property.

Lower Elevation Address Direction Distance (mi/ft) Map Key

FORMER UNOCAL #715 2665 THE ALAMEDA AT PARK
SANTA CLARA CA 95050
NW 0.00 / 0.00 m-1-840078997-a
Registry ID: 110066635074

UNOCAL #0715 2665 THE ALAMEDA
SANTA CLARA CA 95050
NW 0.00 / 0.00 m-1-840024614-a
Registry ID: 110065431161

STUFT PIZZA 700 BELLOMY ST
SANTA CLARA CA 95050
WNW 0.02 / 90.48 m-3-840114710-a
Registry ID: 110066327861

ZYCON CORPORATION

PROPERTY
390 BELLOMY ST
SAN JOSE CA 95101
WNW 0.02 / 90.48 m-3-840166689-a
Registry ID: 110066751367

FUDS - Formerly Used Defense Sites

A search of the FUDS database, dated May 26, 2021 has found that there are 1 FUDS site(s) within approximately 1.00 miles of the project property.

Lower Elevation Address Direction Distance (mi/ft) Map Key

FMC Corporation

SAN JOSE CA
ENE 0.70 / 3,710.64 m-66-882126804-a
FUDS Property No: J09CA1123

MRDS - Mineral Resource Data System

A search of the MRDS database, dated Mar 15, 2006 has found that there are 2 MRDS site(s) within approximately 1.00 miles of the project property.

Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key

HUBBLE SAND AND GRAVEL SANTA CLARA COUNTY
SANTA CLARA CA 95050
SSW 0.20 / 1,071.34 m-16-888509817-a
Dep ID: 10116582

HUBBLE QUARRY AND MILL SANTA CLARA COUNTY
SANTA CLARA CA 95050
W 0.50 / 2,624.40 m-61-888430932-a
Dep ID
: 10189377

ALT FUELS - Alternative Fueling Stations

A search of the ALT FUELS database, dated Dec 21, 2021 has found that there are 6 ALT FUELS site(s) within approximately 0.25 miles of the project property.
1 1
3 3
66 16
61 43 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key

SANTA CLARA U. CAMPISI GW
OLD
500 El Camino Real Cowell Service
Road
Santa Clara CA 95053
WNW 0.23 / 1,189.65 m-19-895111823-a
ID
: 196194

SANTA CLARA U. CAMPISI GW 2 500 El Camino Real Cowell Service Road
Santa Clara CA 95053
WNW 0.23 / 1,189.65 m-19-895112084-a
ID
: 196199

SANTA CLARA U. VARSI LOT #1 601-699 Lafayette St
Santa Clara CA 95050
WNW 0.23 / 1,230.08 m-20-895112822-a
ID
: 196204

SANTA CLARA U. VARSI LOT #2 601-699 Lafayette St
Santa Clara CA 95050
WNW 0.23 / 1,230.08 m-20-895110872-a
ID
: 196200

Lower Elevation Address Direction Distance (mi/ft) Map Key

SANTA CLARA U. LOYOLA HALL
LT3
425 El Camino Real
Santa Clara CA 95050
E 0.21 / 1,109.23 m-17-892005135-a
ID: 179429

SANTA CLARA U. LOYOLA HALL
LT1
425 El Camino Real
Santa Clara CA 95050
E 0.21 / 1,109.23 m-17-882724704-a
ID: 160868

State
INSP COMP ENF - EnviroStor Inspection, Compliance, and Enforcement

A search of the INSP COMP ENF database, dated Apr 29, 2021 has found that there are 2 INSP COMP ENF site(s) within approximately 1.00 miles of the project property.

Lower Elevation Address Direction Distance (mi/ft) Map Key

FMC CORPORATION 1125 COLEMAN AVENUE
SAN JOSE CA 95103
NE 0.72 / 3,795.50 m-67-824938650-a

FORMER ECS 705 REED ST 705 REED ST
SANTA CLARA CA 95050
NNW 0.97 / 5,135.44 m-75-820209873-a

HAZNET - Hazardous Waste Manifest Data

A search of the HAZNET database, dated Oct 24, 2016 has found that there are 10 HAZNET site(s) within approximately 0.02 miles of the project property.

Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key

1X LEPERA, LOUIS 2939 PARK AVE
SANTA CLARA CA 950500000
SSW 0.01 / 56.53 m-2-826264645-a

19 19
20 20
17 17
67 75
2 44 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key

1X MR LAPERA 2939 PARK
SANTA CLARA CA 950500000
SSW 0.01 / 56.53 m-2-826682616-a

1X MR LAPERA 2935 PARK AVE
SANTA CLARA CA 950500000
SSW 0.01 / 56.53 m-2-826159108-a

1X MR LAPERA 2937 PARK
SANTA CLARA CA 950500000
SSW 0.01 / 56.53 m-2-826682615-a

Lower Elevation
Address Direction Distance (mi/ft) Map Key

UNOCAL SERVICE STATION
#0715
2665 ALAMEDA THE
SANTA CLARA CA 950500000
NW 0.00 / 0.00 m-1-826417249-a

1X UNIVERSITY UNOCAL 2665 THE ALAMEDA
SANTA CLARA CA 950500000
NW 0.00 / 0.00 m-1-826583134-a

UNIVERSITY UNOCAL 2665 THE ALAMEDA
SANTA CLARA CA 950500000
NW 0.00 / 0.00 m-1-827016451-a

MARK BACH REALTY 700 BELLAMY
SANTA CLARA CA 950500000
WNW 0.02 / 90.48 m-3-826989112-a

1X MARKET WHOLESALE

GROCERIES
390 BELLOMY STREET
SANTA CLARA CA 950500000
WNW 0.02 / 90.48 m-3-826745686-a

1X SOBRATO DEV CO 390 BELLOMY ST
SAN JOSE CA 000000000
WNW 0.02 / 90.48 m-3-826602468-a

HIST MANIFEST - Historical Hazardous Waste Manifest Data

A search of the HIST MANIFEST database, dated Dec 31, 1992 has found that there are 3 HIST MANIFEST site(s) within approximately 0.02 miles of the project property.

Lower Elevation Address Direction Distance (mi/ft) Map Key

2665 THE ALAMEDA
SANTA CLARA CA 950500000
NW 0.00 / 0.00 m-1-827492671-a

2665 ALAMEDA THE
SANTA CLARA CA 950500000
NW 0.00 / 0.00 m-1-827451217-a

2 2
2 1
1 1
3 3
3 1
1 45 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Lower Elevation Address Direction Distance (mi/ft) Map Key

390 BELLOMY STREET
SANTA CLARA CA 950500000
WNW 0.02 / 90.48 m-3-827487331-a

CERS HAZ - California Environmental Reporting System (CERS) Hazardous Waste Sites

A search of the CERS HAZ database, dated Dec 8, 2021 has found that there are 3 CERS HAZ site(s) within approximately 0.12 miles of the project property.

Equal/Higher Elevation Address Direction Distance (mi/ft) Map Key

TACO BELL 2555 THE ALAMEDA
SANTA CLARA CA 95050
ESE 0.09 / 492.10 m-7-859579264-a

Lower Elevation Address Direction Distance (mi/ft) Map Key

Pizza My Heart 700 BELLOMY ST
SANTA CLARA CA 95050
WNW 0.02 / 90.48 m-3-859578674-a

Safeway 0763 2605 THE ALAMEDA
SANTA CLARA CA 95050
SE 0.07 / 354.91 m-6-859581448-a

DELISTED HAZ - Delisted Environmental Reporting System (CERS) Hazardous Waste Sites

A search of the DELISTED HAZ database, dated Nov 29, 2018 has found that there are 2 DELISTED HAZ site(s) within approximately

0.50 miles of the project property.

Lower Elevation Address Direction Distance (mi/ft) Map Key

REILING AUTOMOTIVE

SERVICE
3340 THE ALAMEDA
SANTA CLARA CA 95050
NNW 0.46 / 2,412.25 m-47-859594796-a

ZAZZLE.COM INC 1185 CAMPBELL AV
SAN JOSE CA 95126
E 0.47 / 2,490.31 m-49-859592679-a

3 7
3 6
47 49
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m9c
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m36c
m63c
m16c
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m69c
m61c
m49c
m33c
m66c
m12c
m73c
m24c
m25c
m42c
m68c
m29c
m70c
m37c
m18c
m76c
m26c
m23c
m65cm48c
m34c m35c
m14c
m51c
m44c
m58c
m28c
m21c
m47c
m15c
m5c(4)
m4c(4)
m8c(3)
m6c(2)
m2c(4)
m52c(2)
m30c(2)
m53c(2)
m41c(3)
m1c(16)
m55c(4)
m50c(2)
m17c(2)
m57c(2)
m20c(2)
m32c(4)
m13c(5)
m59c(2)
m67c(4)
m3c(12)
m75c(5)
m40c(4)
m54c(3)
m39c(2)
m64c(3)
m72c(2)
m27c(2)
m74c(2)
m38c(4)
m10c(3)
m22c(2)
m43c(2)
m11c(2)
m19c(35)
San JoseSan Jose
Santa ClaraSanta Clara
Santa ClaraSanta Clara
CoryCory
Rose GardenRose Garden
College ParkCollege Park
Chapman MorseChapman Morse
Newhall-SherwoodNewhall-Sherwood
Vermont-McKendrieVermont-McKendrie
Shasta/Hanchett-ParkShasta/Hanchett-Park
¨§¦880
¨§¦880
¨§¦880
¨§¦880
¨§¦880
¨§¦880
I-880 S
I-880
N
I-880N
Airport Blvd
Park Ave
W Hedding St
Monroe St
Park Ave
Market St
El Camino Real
Naglee Ave
Bellomy St
Newhall St
Saratoga Ave
Washington St
N
Bascom
Ave
Coleman Ave
The Alameda
Homestead Rd
Lafayette St
Lewis St
Pruneridge Ave
Airpo rt Blvd
Airport Blvd
Homestead Rd
El Camino Real
Coleman Ave
Coleman Ave
Newhall St
Newhall St
Park Ave
UV82
UV87
UV82
UV82
Main St
Benton St
Emory St
Harrison St
Dana Ave
Jefferson St
Monroe St
Tulip Rd
Lincoln St
Myrtle St
McKendrie St
Alviso St
Chapman St
Lewis St
Santa Clara St
Peachtree Ln
N Monroe St
Reeve St
Civic Center Dr
Bel Air Ave
UniversityAveSunny Vista Dr
Pierce St
Boxwood Dr
Walnut Grove Ave
Bohannon
Dr
Martin Ave
Kenwood Ave
Talia
A
ve
Cherrystone Dr
Reed St
Brokaw Rd
Cory Ave
Fremont St
Randol Ave
M
aria
St
Clay St
RositaAve
Mathew
St
UniversityWay
BroadleafLn
Dolores Ave
Memorex Dr
D
on Ave
Stockton Ave
Singletary Ave
Stanley Ave
ViaderCt
C
atala
Ct
Cabrill o Ave
Ma
gnolia Ave
Chapel Dr
Jackson St
El Dorado Ave
Roxbury St
Newhall Dr
Di Giuli o Ave
Carmel Way Palm Dr
Accolti Way
Woodland Ave
Redbu sh Ter
Madison St
Pratt Pl
Stardu stCt
Lyn wood Ter
Maple Ave
Par k Ct
Paula Ct
Idaho St
Triton Ct
Morse St
Washington
St
Fremont St
Woodland Ave
Dana Ave
University Ave
Palm
Dr
Newhall Dr
Reed St
Main St
Morse St
Caltrain
Union Pacific
Caltrain
Caltrain
Caltrain
Caltrain
Norman Y Mineta San Jose Int'l Arpt
Santa Clara University
121°55'W121°55'30"W121°56'W121°56'30"W121°57'W
37°21'30"N
37°21'30"N
37°21'N
37°21'N
37°20'30"N
37°20'30"N
37°20'N
37°20'N

0.3 0 0.30.15
Miles
Order Number: 22022400175
Map: 1.0 Mile Radius
1:18900
Address: Kapital Partners, LLC - 2655 The Alameda, Santa Clara, CA, Santa Clara, CA Source: © 2021 ESRI StreetMap Premium © ERIS Information Inc.

Project Property Buffer Outline
#* Eris Sites with Higher Elevation
") Eris Sites with Same Elevation
#*
Eris Sites with Lower Elevation
( Eris Sites with Unknown Elevation
Eris Areas with Higher Elevation
Eris Areas with Same Elevation
Eris Areas with Lower Elevation
Eris Areas with Unknown Elevation
National Priority List Sites
National Wetland
Indian Reserve Land
100 Year Flood Zone
500 Year Flood Zone
FWS Special Designation Areas
Historic Fill
Freeways; Highways
Traffic Circle; Ramp
Major & Minor Arterial
Traffic Circle; Ramp
Local Road
Rail
Country
State
Plume
9 7
31 71
36 63
16 45
69 61
49 33
66 12
73 24
25 42
68 29
70 37
18 76
26 23
6548
34 35
14 51
44 58
28 21
47 15
5 (4)
4 (4)
8 (3)
6 (2)
2 (4)
52 (2)
30 (2)
53 (2)
41 (3)
1 (16)
55 (4)
50 (2)
17 (2)
57 (2)
20 (2)
32 (4)
13 (5)
59 (2)
67 (4)
3 (12)
75 (5)
40 (4)
54 (3)
39 (2)
64 (3)
72 (2)
27 (2)
74 (2)
38 (4)
10 (3)
22 (2)
43 (2)
11 (2)
19 (35)
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")
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m9c
m7c
m31c
m36c
m63c
m16c
m45c
m69c
m61c
m49c
m33c
m12c
m62c
m24c
m25c
m42c
m29c
m37c
m18c
m26c
m23c
m65cm48c
m34c
m35c
m14c
m51c
m44c
m58c
m28c
m21c
m47c
m15c
m5c(4)
m4c(4)
m8c(3)
m6c(2)
m2c(4)
m52c(2)
m30c(2)
m53c(2)
m41c(3)
m1c(16)
m55c(4)
m50c(2)
m17c(2)
m57c(2)
m20c(2)
m56c(2)
m32c(4)
m13c(5)
m59c(2)
m67c(4)
m3c(12)
m40c(4)
m54c(3)
m39c(2)
m64c(3)
m27c(2)
m38c(4)
m10c(3)
m22c(2)
m43c(2)
m46c(3)
m11c(2)
m19c(35)
San JoseSan Jose
Santa ClaraSanta Clara
Chapman MorseChapman Morse
Newhall-SherwoodNewhall-Sherwood
¨§¦880
¨§¦880
I-880 S
I-880 N
Market St
El Camino Real
Washington St
Homestead Rd
Newhall St
Bellomy St
Park Ave
Lafayette
St
Lewis St
Jackson St
The Alameda
Park Ave
El Camino Real
Park Ave
Newhall St
Newhall St
Newhall St
Lafayette St
Stevens Stadium
Stephen Schott Stadium
Benson Center
Safeway
Santa Clara University
Magellan
Loyola Hall
Daly Science Center
Nobili Hall
Sobrato Hall
Mayer Theatre
Malley Fitness & Recreation
Heafey Law Library
Kenna Hall
Casa Italiana Residence Hall
St Clare Hall
Mission Church
Jesuit Community Residence
Benton Hall
Adobe Lodge
Varsi Hall
Sterling Inn
Swig Residence Hall
San Filippo Residence Hall
O'Conner Hall
Dunne Residence Hall
Campisi Residence Hall
Cowell Health Center
Merry Mart
Washington Open Elementary School
De Saisset Museum
Valley in San Jose
St Francis Motel
Starbucks
Walsh Administration Building
Mand Liquors
Best Donuts

BURGER KING
Deedee's
Bay Lighting Supply
Cramer's Bagels
UV82
UV82
Caltrain
Caltrain
Caltrain
Caltrain
Monroe St
Benton St
Alviso St
Hilmar St
Davis St
Camino Dr
Jackson St
Harrison St
Fremont St
Santa Clara St
Madison St
Franklin St
Main St
Poplar St
Morse St
Circle Dr
McKendrie St
Lewis St
Campbell Av
e
Jefferson St
Manchester Dr
Roxbury St
Newhall St
Cypress Aly
Palm
D
r
Highland Ave
Jonathan St
W
istaria
W
ay
Park Ct
The Alameda
Normandy Way
Park Ave
Idaho St
OBrien
Ct
Heatherdale
Ave
Washington St
Linden
Dr
Park C t
Washington St
Main St
Morse St
Alviso St
Park Ct
Main St
CA-82 S
CA-82
N
CA-82
Leavey Center
121°56'W121°56'30"W
37°21'N
37°21'N
37°20'30"N
37°20'30"N

0.15 0 0.150.075
Miles
Order Number: 22022400175
Map: 0.5 Mile Radius
1:9700
Address: Kapital Partners, LLC - 2655 The Alameda, Santa Clara, CA, Santa Clara, CA Source: © 2021 ESRI StreetMap Premium © ERIS Information Inc.

Project Property Buffer Outline
#* Eris Sites with Higher Elevation
") Eris Sites with Same Elevation
#*
Eris Sites with Lower Elevation
( Eris Sites with Unknown Elevation
Eris Areas with Higher Elevation
Eris Areas with Same Elevation
Eris Areas with Lower Elevation
Eris Areas with Unknown Elevation
National Priority List Sites
National Wetland
Indian Reserve Land
100 Year Flood Zone
500 Year Flood Zone
FWS Special Designation Areas
Historic Fill
Freeways; Highways
Traffic Circle; Ramp
Major & Minor Arterial
Traffic Circle; Ramp
Local Road
Rail
Country
State
Plume
9 7
31 36
63 16
45 69
61 49
33 12
24 25
42 29
37 18
26 23
6548
34 35
14 51
44 58
28 21
47 15
5 (4)
4 (4)
8 (3)
6 (2)
2 (4)
52 (2)
30 (2)
53 (2)
41 (3)
1 (16)
55 (4)
50 (2)
17 (2)
57 (2)
20 (2)
32 (4)
13 (5)
59 (2)
67 (4)
3 (12)
40 (4)
54 (3)
39 (2)
64 (3)
27 (2)
38 (4)
10 (3)
22 (2)
43 (2)
11 (2)
19 (35)
62 56 (2)
46 (3)
#*
#*
")
")
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m9c
m7c
m31c
m16c
m12c
m24c
m25c
m29c
m18c
m26c
m23c
m14c
m28c
m21c
m15c
m5c(4)
m4c(4)
m8c(3)
m6c(2)
m2c(4)
m1c(16)
m17c(2)
m20c(2)
m32c(4)
m13c(5)
m3c(12)
m27c(2)
m10c(3)
m22c(2)
m11c(2)
m19c(35)
San JoseSan JoseSanta ClaraSanta Clara
Park Ave
Market St
El Camino Real
Lafayette
St
Washington St
The Alameda
Lafayette St
Park Ave
El Camino Real
The Alameda
The Alameda
Washington ParkWashington Park
Stevens Stadium
Benson Center
Safeway
Santa Clara University
Loyola Hall
Daly Science Center
Nobili Hall
Stephen Schott Stadium
Sobrato Hall
Mayer Theatre
Malley Fitness & Recreation
Heafey Law Library
Kenna Hall
Casa Italiana Residence Hall
Mission Church
Alumni Science Hall
Adobe Lodge
Varsi Hall
Sterling Inn
Swig Residence Hall
San Filippo Residence Hall
O'Conner Hall
Dunne Residence Hall
Campisi Residence Hall
Bellarmine Hall
Bergin Hall
St Joseph's Hall
Cowell Health Center
Washington Open Elementary School
De Saisset Museum
McLaughlin Residence Hall
Walsh Residence Hall
Graham Residence Hall
Round Table Pizza St Francis Motel
Walsh Administration Building
Multicultural Center
Donohoe Alumni House
Cesar Chavez Commons
Deedee's
Copy-Craft
UV82
UV82
UV82
Alviso St
Camino Dr
Hilmar StPoplar St
Bellomy St
Circle Dr
College Ave
Palm Dr
Accolti Way
Mission St
Chapman Ct
Lafayette Way
Park Ave
Campbell Ave
V arsi Pl
McKillop Ct
Rip Miller Way
Washington St
Morse St
Park Ave
Alviso St
Alviso St
Palm
Dr
CA-82 S
CA-82 N
Leavey Center
Stevens Stadium
Santa Clara University
121°56'W121°56'30"W
37°21'N
37°21'N37°20'30"N

0.08 0 0.080.04
Miles
Order Number: 22022400175
Map: 0.25 Mile Radius
1:5100
Address: Kapital Partners, LLC - 2655 The Alameda, Santa Clara, CA, Santa Clara, CA Source: © 2021 ESRI StreetMap Premium © ERIS Information Inc.

0.1 0 0.10.05
Miles
Order Number: 22022400175
Aerial
1:10000
Address: Kapital Partners, LLC - 2655 The Alameda, Santa Clara, CA, Santa Clara, CA © ERIS Information Inc.

Source: ESRI World Imagery
Year: 2019
121°55'W121°55'30"W121°56'W121°56'30"W121°57'W121°57'30"W 37°22'N
37°22'N
37°21'30"N
37°21'30"N
37°21'N
37°21'N
37°20'30"N
37°20'30"N
37°20'N
37°20'N
37°19'30"N
37°19'30"N

0.35 0 0.350.175
Miles
Order Number: 22022400175Topographic Map
1:24000
Address: Kapital Partners, LLC - 2655 The Alameda, Santa Clara, CA, CA © ERIS Information Inc.

Source: USGS Topographic Map
Quadrangle(s): San Jose West, CA; Milpitas, CA
Year: 2015
51 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 h-Detail Report
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m-1-820145005-b
1 of 16 NW 0.00 /

0.00 74.42 /
-1
Unocal #0715
2665 The Alameda Santa Clara
CA
dd-LOP SANTACLARA-820145005-bb
p1p-820145005-y1y
SCVWD ID: 07S1W02Q02f
Closure Date:

Link: http://lustop.sccgov.org/files/07S1W02Q02f/

m-1-820204692-b
2 of 16 NW 0.00 /

0.00 74.42 /
-1
UNOCAL #0715
2665 THE ALAMEDA
SANTA CLARA CA 95050
dd-LUST-820204692-bb
p1p-820204692-y1y
Global ID:

T0608501511 County: SANTA CLARA
Status: OPEN - REMEDIATION Latitude:

Status Date: Longitude:

Case Type: LUST CLEANUP SITE
Date Source: LUST Cleanup Sites & Military UST Site from GeoTracker Project Search Results Export; LUST Cleanup Sites & Military UST Site from GeoTracker Cleanup Sites Data Download

LUST Cleanup Sites from GeoTracker Cleanup Sites Data Download - Facilities Detail

RB Case No: 21-036 Potential COC: Gasoline
Local Case No: 07S1W02Q02f How Discovered: UST System Modification Begin Date: 6/10/1988 Stop Method: Repair Product Piping Lead Agency: SANTA CLARA COUNTY LOP Stop Description:

Local Agency: SANTA CLARA COUNTY LOP Case Worker: GOR
CUF Case: YES File Location: All Files are on GeoTracker or in the Local Agency Database
Potential Media of Concern: Other Groundwater (uses other than drinking water) How Discovered Description:

Calwater Watershed Name: Santa Clara - Palo Alto (205.50) DWR GW Subbasin Name: Santa Clara Valley - Santa Clara (2-009.02) Disadvantaged Community:

Calenviroscreen Score: 56-60%
Site History:
1988 – In May, a leak was found during piping modification work. It is stated that the leak appeared to be old. A soil sample was collected and reported to contain 48 parts per million (ppm) Total Petroleum Hydrocarbons as Gasoline (TPHg), 1,400 ppm TPH as Diesel (TPHd), and 0.3 ppm Toluene. A report of this sampling was not found in the file. 1991 – In June, 4 groundwater monitoring wells (U1 through U4) were installed to depths of 60-65 feet below the ground surface (ft bgs). 17 soil samples were collected and reported to contain maximum concentrations of 4,400 ppm TPHg, 4.1 ppm TPHd, 21 ppm Benzene, 95 ppm Toluene, 40 ppm Ethylbenzene, and 160 ppm Xylenes. Periodic sampling of the monitoring wells began at this time. At this time, the report stated that this gas station has been in operation for approximately 45 years. 1992 – In February, 5 monitoring wells (U5 through U9) were installed to 40 ft bgs on and offsite. 17 soil samples were collected and reported to have low to non-detectable concentrations of the Constituents of Concern (COCs). The new wells were incorporated into the monitoring program. In February, well U1 was reported to have measurable Free Product (FP) on the groundwater. In August, 19 groundwater wells (U10 through U18) and 1 soil vapor extraction well (UV1) were installed to maximum depths of 40 ft bgs. The soil vapor well was completed to 30 ft bgs. 48 soil samples were collected and reported to contain maximum concentrations of 5,400 ppm TPHg, 71 ppm Benzene, 280 ppm Toluene, 77 ppm Ethylbenzene, and 400 ppm Xylenes for samples collected from well U13 located near the USTs and along the piping. In October, a soil vapor extraction (SVE) test was conducted onsite. Additionally, an air sparge test was also conducted at this time. 1993 – In May, 4 underground storage tanks (USTs) and associated piping and dispensers were removed from the site. The service station was demolished following UST removal. During station demolition, another unknown 100-gallon UST was found near the station building and removed.

Also removed was a concrete oil/water separator. 6 soil samples were collected from the fuel UST excavation from depths of 14-14.5 ft bgs. These samples were reported to have maximum concentrations of 1,800 ppm TPHg, 5.9 ppm Benzene, 2.1 ppm Toluene, 3.3 ppm Ethylbenzene, 2.5 ppm Xylenes and 95 ppm TPH as Oil (TPHo). 10 soil samples were collected along the piping from 3-6.5 ft bgs. And were reported to contain maximum concentrations of 5,300 ppm TPHG, 0.27 ppm Benzene, 39 ppm Toluene, 78 ppm Ethylbenzene, 710 ppm Xylenes and 57 ppm TPHo. 1 soil sample was collected from 8.5 ft bgs beneath the waste oil UST and reported to contain 15 ppm TPHg,19, ppm Toluene, 0.08 ppm Xylenes, 5 ppm TPHo, 120 ppm Total Oil and Grease (TOG), 59 ppm Acetone, and 6 ppm Tetrachloroethene (PCE). 1 soil sample was collected from 6 ft bgs beneath the oil/water 1 1
LOP

SANTACLARA
LUST
Detail Report
52 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map Key Number of
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separator and was not reported to have concentrations of the COCs present above the laboratory reporting limits. 1 soil sample was collected from 5 ft bgs beneath the unknown UST and reported to contain 260 ppm TPHg, 0.35 ppm Toluene, 1.8 ppm Ethylbenzene, 480 ppm Xylenes, 7,200 ppm TPHo, 15,000 TOG, 380 ppm Acetone, and 520 ppm Naphthalene. Soil was excavated and 2 additional samples were collected from 10.5 ft bgs. These deeper samples were reported to have maximum concentrations of 46 ppm TPHg, 0.43 ppm Benzene, 0.42 ppm Toluene, 0.27 ppm Ethylbenzene, 1.5 ppm Xylenes, 1,100 ppm TPHo, and 1,000 ppm TOG. The analysis of the deeper samples did not include Volatile Organic Compounds (VOCs).

Approximately 532 cubic yards of soil were removed from the site in association with the UST removals. Prior to backfilling the fuel UST excavation, perforated horizontal PVC piping was placed within the excavation with vertical risers exposed at the ground surface. In December, wells U12, U13, U14 and U18 were reported tohave FP present on the groundwater. 1995 – In June, groundwater extraction operations began at the site and continued through December 1997. It is estimated that 924,481 gallons of groundwater were treated and 227 pounds of TPH and 46 pounds of Benzene were removed. In October, a SVE system began operations at the site and continued through March 1998. It is estimated that the SVE removed 762 pounds of TPH and 6.1 pounds of Benzene. 1996 – It is noted during the June groundwater sampling event that ORC socks were in wells U8, U9 and U17. The socks were mentioned in the groundwater monitoring reports until the December 1997 sampling event where there was no mention of socks. In November, 5 shallow soil vapor extraction wells (UV2 through UV6) were installed due to rising groundwater across the site. 15 soil samples were collected and reported to have maximum concentrations of 860 ppm TPHg, 4.8 ppm Benzene, 2.1 ppm Toluene, 2 ppm Ethylbenzene, 8.1 ppm Xylenes, and 150 ppm TPH as Diesel (TPHd). 1998 – In September, air sparging was started onsite through August 2001. 2001 – A Corrective Action Plan (CAP) was prepared. In the CAP it is stated that groundwater across the site has risen approximately 13 feet over the last 7 years. It also states that there is a groundwater ridge running east-west across the site. The CAP recommended the use of air sparge with SVE to remediate the site. A subsequent review of the CAP by another consultant recommended ozone sparge to remediate the site. 2002 – In November, 4 ozone sparge wells (SP1 through SP4) were installed to depths of 42-62 ft bgs. Well U19 was installed near well U1 and screened from 57-62 ft bgs. This well was installed to assess whether well U1 was acting as a conduit for FP movement up the soil column. Soils encountered in U19 were a continuous sequence of clays, which was not consistent with the interbedded soils encountered in previous investigations. The lack of FP and similar dissolved hydrocarbon concentrations in well U19 suggests that the accumulation of FP in well U1 is not due to high dissolved hydrocarbon concentrations in the lower plume. 6 soil samples were collected from U19 and the reporting limit for most sample was raised significantly. The maximum detections reported were 850,000 ppm TPHg, 20,000 ppm Ethylbenzene, 53,000 ppm Xylenes, and 0.054 ppm Methyl tert-Butyl Ether (MtBE). 2003 – In February, an ozone injection system was started onsite and operated through October 2006. 2004 – In May, a resistivity and induced polarization survey was completed at the site. The survey was conducted to see if this method could identify areas of contamination. 2008 – In October, wells U2 and U5 were destroyed due to a long history of low or non-detectable concentrations of COCs. Well UV4 was destroyed due to an obstruction. And wells U6, U9 and U16 were destroyed due to their location in the public right-of-way.

LUST Cleanup Sites from GeoTracker Cleanup Sites Data Download - Regulatory Activity

Action Type: RESPONSE
Date : 4/30/2022
Action: Monitoring Report - Semi-Annually

Action Type: RESPONSE
Date : 10/30/2021
Action: Monitoring Report - Semi-Annually

Action Type: ENFORCEMENT
Date : 6/16/2021
Action: Staff Letter

Action Type: ENFORCEMENT
Date : 6/15/2021
Action: Staff Letter

Action Type: RESPONSE
Date : 5/30/2021
Action: Monitoring Report - Semi-Annually

Action Type: RESPONSE
Date : 10/30/2020
Action: Monitoring Report - Semi-Annually

Action Type: ENFORCEMENT
Date : 6/2/2020
Action: Clean Up Fund - Case Closure Review Summary Report (RSR)

Action Type: ENFORCEMENT
Date : 5/29/2020
Action: Staff Letter

Action Type: RESPONSE
Date : 5/6/2020
Action: Request for Closure - Regulator Responded

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Action Type: ENFORCEMENT
Date : 1/6/2020
Action: Clean Up Fund - Case Closure Review Summary Report (RSR)

Action Type: RESPONSE
Date : 10/30/2019
Action: Monitoring Report - Semi-Annually

Action Type: RESPONSE
Date : 4/30/2019
Action: Monitoring Report - Semi-Annually

Action Type: ENFORCEMENT
Date : 1/4/2019
Action: Staff Letter

Action Type: RESPONSE
Date : 11/30/2017
Action: Monitoring Report - Semi-Annually

Action Type: RESPONSE
Date : 10/30/2017
Action: Monitoring Report - Semi-Annually

Action Type: ENFORCEMENT
Date : 10/3/2017
Action: Staff Letter

Action Type: ENFORCEMENT
Date : 6/16/2017
Action: Staff Letter

Action Type: RESPONSE
Date : 11/30/2016
Action: Monitoring Report - Semi-Annually

Action Type: ENFORCEMENT
Date : 11/22/2016
Action: Staff Letter

Action Type: ENFORCEMENT
Date : 10/25/2016
Action: Staff Letter

Action Type: RESPONSE
Date : 9/30/2016
Action: Remedial Progress Report

Action Type: ENFORCEMENT
Date : 6/6/2016
Action: Staff Letter

Action Type: RESPONSE
Date : 4/30/2016
Action: Monitoring Report - Semi-Annually

Action Type: RESPONSE
Date : 12/30/2015
Action: Soil Vapor Intrusion Investigation Report

Action Type: RESPONSE
Date : 11/25/2015
Action: Correspondence

Action Type: RESPONSE
Date : 11/13/2015
Action: Remedial Progress Report

Action Type: RESPONSE
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Date : 10/30/2015
Action: Monitoring Report - Semi-Annually

Action Type: ENFORCEMENT
Date : 9/4/2015
Action: Meeting

Action Type: ENFORCEMENT
Date : 8/27/2015
Action: Staff Letter

Action Type: ENFORCEMENT
Date : 5/15/2015
Action: Staff Letter

Action Type: RESPONSE
Date : 5/11/2015
Action: Pilot Study / Treatability Workplan - Regulator Responded

Action Type: RESPONSE
Date : 4/30/2015
Action: Monitoring Report - Semi-Annually

Action Type: ENFORCEMENT
Date : 4/29/2015
Action: Staff Letter

Action Type: RESPONSE
Date : 4/21/2015
Action: Correspondence

Action Type: ENFORCEMENT
Date : 3/16/2015
Action: Staff Letter

Action Type: ENFORCEMENT
Date : 2/23/2015
Action: Staff Letter

Action Type: RESPONSE
Date : 1/30/2015
Action: CAP/RAP - Other Report

Action Type: ENFORCEMENT
Date : 12/29/2014
Action: Staff Letter

Action Type: RESPONSE
Date : 12/12/2014
Action: CAP/RAP - Other Report - Regulator Responded

Action Type: ENFORCEMENT
Date : 12/11/2014
Action: Verbal Communication

Action Type: RESPONSE
Date : 10/30/2014
Action: Monitoring Report - Semi-Annually

Action Type: ENFORCEMENT
Date : 9/11/2014
Action: Staff Letter

Action Type: ENFORCEMENT
Date : 9/4/2014
Action: Staff Letter

Action Type: RESPONSE
Date : 8/15/2014
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Action: Soil and Water Investigation Report

Action Type: RESPONSE
Date : 5/19/2014
Action: Correspondence - Regulator Responded

Action Type: RESPONSE
Date : 4/30/2014
Action: Monitoring Report - Semi-Annually

Action Type: ENFORCEMENT
Date : 4/15/2014
Action: Staff Letter

Action Type: RESPONSE
Date : 10/30/2013
Action: Monitoring Report - Semi-Annually

Action Type: ENFORCEMENT
Date : 9/20/2013
Action: Staff Letter

Action Type: ENFORCEMENT
Date : 6/4/2013
Action: Staff Letter

Action Type: RESPONSE
Date : 4/30/2013
Action: Monitoring Report - Semi-Annually

Action Type: ENFORCEMENT
Date : 4/9/2013
Action: Staff Letter

Action Type: RESPONSE
Date : 3/29/2013
Action: Other Report / Document - Regulator Responded

Action Type: ENFORCEMENT
Date : 2/20/2013
Action: Staff Letter

Action Type: RESPONSE
Date : 10/30/2012
Action: Monitoring Report - Semi-Annually

Action Type: ENFORCEMENT
Date : 9/14/2012
Action: Staff Letter

Action Type: RESPONSE
Date : 8/31/2012
Action: Well Installation Workplan - Regulator Responded

Action Type: ENFORCEMENT
Date : 7/26/2012
Action: Staff Letter

Action Type: ENFORCEMENT
Date : 6/6/2012
Action: Staff Letter

Action Type: RESPONSE
Date : 5/31/2012
Action: Soil and Water Investigation Report

Action Type: ENFORCEMENT
Date : 5/11/2012
Action: Staff Letter
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Action Type: RESPONSE
Date : 4/30/2012
Action: Monitoring Report - Semi-Annually

Action Type: RESPONSE
Date : 4/30/2012
Action: Monitoring Report - Quarterly

Action Type: RESPONSE
Date : 4/3/2012
Action: Other Report / Document

Action Type: ENFORCEMENT
Date : 3/14/2012
Action: Staff Letter

Action Type: ENFORCEMENT
Date : 10/31/2011
Action: Staff Letter

Action Type: RESPONSE
Date : 10/30/2011
Action: Monitoring Report - Semi-Annually

Action Type: RESPONSE
Date : 10/30/2011
Action: Soil and Water Investigation Workplan - Regulator Responded

Action Type: ENFORCEMENT
Date : 8/3/2011
Action: Staff Letter

Action Type: RESPONSE
Date : 7/29/2011
Action: Well Installation Report

Action Type: RESPONSE
Date : 4/30/2011
Action: Monitoring Report - Semi-Annually

Action Type: ENFORCEMENT
Date : 4/4/2011
Action: Staff Letter

Action Type: ENFORCEMENT
Date : 1/3/2011
Action: Staff Letter

Action Type: RESPONSE
Date : 12/30/2010
Action: Soil and Water Investigation Workplan - Regulator Responded

Action Type: ENFORCEMENT
Date : 11/8/2010
Action: Staff Letter

Action Type: RESPONSE
Date : 10/30/2010
Action: Monitoring Report - Semi-Annually

Action Type: ENFORCEMENT
Date : 9/8/2010
Action: Staff Letter

Action Type: RESPONSE
Date : 9/3/2010
Action: Soil and Water Investigation Report

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Action Type: ENFORCEMENT
Date : 6/9/2010
Action: Staff Letter

Action Type: RESPONSE
Date : 6/4/2010
Action: Other Report / Document

Action Type: RESPONSE
Date : 4/30/2010
Action: Monitoring Report - Quarterly

Action Type: RESPONSE
Date : 4/30/2010
Action: Monitoring Report - Semi-Annually

Action Type: ENFORCEMENT
Date : 3/23/2010
Action: Staff Letter

Action Type: RESPONSE
Date : 10/31/2009
Action: Monitoring Report - Semi-Annually

Action Type: ENFORCEMENT
Date : 8/11/2009
Action: Staff Letter

Action Type: ENFORCEMENT
Date : 9/2/2008
Action: Staff Letter

Action Type: RESPONSE
Date : 10/11/2007
Action: Well Destruction Report

Action Type: RESPONSE
Date : 10/25/2006
Action: Monitoring Report - Quarterly

Action Type: RESPONSE
Date : 6/3/2005
Action: Other Report / Document

Action Type: ENFORCEMENT
Date : 6/3/2005
Action: Other Report

Action Type: RESPONSE
Date : 4/4/2005
Action: Monitoring Report - Quarterly

Action Type: RESPONSE
Date : 11/9/2004
Action: Remedial Progress Report

Action Type: RESPONSE
Date : 9/22/2004
Action: Other Report / Document

Action Type: RESPONSE
Date : 6/25/2004
Action: Other Report / Document

Action Type: ENFORCEMENT
Date : 4/29/2004
Action: Staff Letter - #43750

Action Type: REMEDIATION
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Date : 2/1/2003
Action: In Situ Physical/Chemical Treatment (other than SVE)

Action Type: RESPONSE
Date : 12/6/2001
Action: CAP/RAP - Other Report

Action Type: REMEDIATION
Date : 9/1/2000
Action: In Situ Physical/Chemical Treatment (other than SVE)

Action Type: REMEDIATION
Date : 9/4/1998
Action: In Situ Physical/Chemical Treatment (other than SVE)

Action Type: RESPONSE
Date : 1/15/1998
Action: Monitoring Report - Quarterly

Action Type: ENFORCEMENT
Date : 12/1/1997
Action: Staff Letter - #23382

Action Type: RESPONSE
Date : 7/15/1997
Action: Monitoring Report - Quarterly

Action Type: RESPONSE
Date : 4/15/1997
Action: Monitoring Report - Quarterly

Action Type: RESPONSE
Date : 1/20/1997
Action: Well Installation Report

Action Type: RESPONSE
Date : 1/15/1997
Action: Monitoring Report - Quarterly

Action Type: RESPONSE
Date : 10/15/1996
Action: Monitoring Report - Quarterly

Action Type: RESPONSE
Date : 7/15/1996
Action: Monitoring Report - Quarterly

Action Type: RESPONSE
Date : 4/15/1996
Action: Monitoring Report - Quarterly

Action Type: RESPONSE
Date : 1/15/1996
Action: Monitoring Report - Quarterly

Action Type: RESPONSE
Date : 11/28/1995
Action: Other Report / Document

Action Type: REMEDIATION
Date : 10/24/1995
Action: Soil Vapor Extraction (SVE)

Action Type: RESPONSE
Date : 7/15/1995
Action: Monitoring Report - Quarterly

Action Type: RESPONSE
Date : 6/27/1995
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Action: NPDES / WDR Reports

Action Type: REMEDIATION
Date : 6/27/1995
Action: Pump & Treat (P&T) Groundwater

Action Type: ENFORCEMENT
Date : 5/31/1995
Action: Staff Letter - #23360

Action Type: RESPONSE
Date : 1/25/1994
Action: Tank Removal Report / UST Sampling Report

Action Type: RESPONSE
Date : 11/18/1993
Action: Preliminary Site Assessment Report

Action Type: RESPONSE
Date : 10/13/1993
Action: Other Report / Document

Action Type: REMEDIATION
Date : 5/26/1993
Action: Excavation

Action Type: RESPONSE
Date : 4/28/1993
Action: CAP/RAP - Feasibility Study Report

Action Type: ENFORCEMENT
Date : 5/29/1992
Action: Notice of Violation - #39707

Action Type: RESPONSE
Date : 12/27/1991
Action: Monitoring Report - Quarterly

Action Type: RESPONSE
Date : 9/5/1991
Action: Soil and Water Investigation Report

Action Type: RESPONSE
Date : 4/5/1991
Action: Other Workplan

Action Type: RESPONSE
Date : 1/1/1991
Action: Correspondence

Action Type: RESPONSE
Date : 6/10/1988
Action: Unauthorized Release Form

Action Type: Other
Date : 6/10/1988
Action: Leak Reported

Action Type: Other
Date : 5/16/1988
Action: Leak Discovery

Action Type: Other
Date : 5/16/1988
Action: Leak Stopped

Action Type: RESPONSE
Date : 5/12/1988
Action: Other Report / Document
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LUST Cleanup Sites from GeoTracker Cleanup Sites Data Download - Regulatory Contacts

Contact Type: Local Agency Caseworker Address: 1555 BERGER DRIVE STE 300 Contact Name: Gerald O'Regan Email: gerald.o'[email protected] City: SAN JOSE Phone No:

Organization Name: SANTA CLARA COUNTY LOP

LUST Cleanup Sites from GeoTracker Cleanup Sites Data Download - Status History

Status: Open - Remediation
Status Date: 9/28/2016

Status: Open - Site Assessment
Status Date: 6/9/2010

Status: Open - Verification Monitoring
Status Date: 6/30/2009

Status: Open - Remediation
Status Date: 4/24/2002

Status: Open - Site Assessment
Status Date: 10/30/1991

Status: Open - Site Assessment
Status Date: 4/15/1991

Status: Open - Case Begin Date
Status Date: 6/10/1988

LUST Sites from GeoTracker Search - Regulatory Profile

Site Facility Name: UNOCAL #0715 Potential COC: GASOLINE Site Facility Type: LUST CLEANUP SITE Facility Type:

Cleanup Status: OPEN - REMEDIATION Composting Method:

Project Status: Address: 2665 THE ALAMEDA
WDR Place Type: City: SANTA CLARA
WDR File: Zip: 95050
WDR Order: County: SANTA CLARA
CUF Priority Assig: D CUF Claim: 8087
CUF Amount Paid: $984,199
File Location: ALL FILES ARE ON GEOTRACKER OR IN THE LOCAL AGENCY DATABASE Designated Beneficial Use: MUN, AGR, IND, PROC
Project Oversight Agencies:

Report Link: https://geotracker.waterboards.ca.gov/profile_report?global_id=T0608501511 Cleanup Status Detail: OPEN - REMEDIATION AS OF 9/28/2016 Cleanup History Link: https://geotracker.waterboards.ca.gov/profile_report_include?global_id=T0608501511&tabname=regulatoryhistory Potential Media of Concern: OTHER GROUNDWATER (USES OTHER THAN DRINKING WATER) User Defined Beneficial Use:

DWR GW Sub Basin: Santa Clara Valley - Santa Clara (2-009.02) Calwater Watershed Name: Santa Clara - Palo Alto (205.50) Post Closure Site Management:

Future Land Use:

Cleanup Oversight Agencies: SANTA CLARA COUNTY LOP (LEAD) - CASE #: 07S1W02Q02f CASEWORKER: Gerald O'Regan
SAN FRANCISCO BAY RWQCB (REGION 2) - CASE #: 21-036
CASEWORKER: Regional Water Board
Gndwater Monitoring Freque: # OF WELLS MONITORED - SEMI-ANNUALLY : 13 Designated Beneficial Use
Desc:

Municipal and Domestic Supply, Agricultural Supply, Industrial Service Supply, Industrial Process Supply Site History:
1988 – In May, a leak was found during piping modification work. It is stated that the leak appeared to be old. A soil sample was collected and reported to contain 48 parts per million (ppm) Total Petroleum Hydrocarbons as Gasoline (TPHg), 1,400 ppm TPH as Diesel (TPHd), and 0.3 ppm Toluene. A report of this sampling was not found in the file.
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1991 – In June, 4 groundwater monitoring wells (U1 through U4) were installed to depths of 60-65 feet below the ground surface (ft bgs). 17 soil samples were collected and reported to contain maximum concentrations of 4,400 ppm TPHg, 4.1 ppm TPHd, 21 ppm Benzene, 95 ppm Toluene, 40 ppm Ethylbenzene, and 160 ppm Xylenes. Periodic sampling of the monitoring wells began at this time.

At this time, the report stated that this gas station has been in operation for approximately 45 years. 1992 – In February, 5 monitoring wells (U5 through U9) were installed to 40 ft bgs on and offsite. 17 soil samples were collected and reported to have low to non-detectable concentrations of the Constituents of Concern (COCs). The new wells were incorporated into the monitoring program.

In February, well U1 was reported to have measurable Free Product (FP) on the groundwater.

In August, 19 groundwater wells (U10 through U18) and 1 soil vapor extraction well (UV1) were installed to maximum depths of 40 ft bgs. The soil vapor well was completed to 30 ft bgs. 48 soil samples were collected and reported to contain maximum concentrations of 5,400 ppm TPHg, 71 ppm Benzene, 280 ppm Toluene, 77 ppm Ethylbenzene, and 400 ppm Xylenes for samples collected from well U13 located near the USTs and along the piping.

In October, a soil vapor extraction (SVE) test was conducted onsite. Additionally, an air sparge test was also conducted at this time. 1993 – In May, 4 underground storage tanks (USTs) and associated piping and dispensers were removed from the site. The service station was demolished following UST removal. During station demolition, another unknown 100-gallon UST was found near the station building and removed. Also removed was a concrete oil/water separator.
6 soil samples were collected from the fuel UST excavation from depths of 14-14.5 ft bgs. These samples were reported to have maximum concentrations of 1,800 ppm TPHg, 5.9 ppm Benzene, 2.1 ppm Toluene, 3.3 ppm Ethylbenzene, 2.5 ppm Xylenes and 95 ppm TPH as Oil (TPHo). 10 soil samples were collected along the piping from 3-6.5 ft bgs. And were reported to contain maximum concentrations of 5,300 ppm TPHG, 0.27 ppm Benzene, 39 ppm Toluene, 78 ppm Ethylbenzene, 710 ppm Xylenes and 57 ppm TPHo. 1 soil sample was collected from 8.5 ft bgs beneath the waste oil UST and reported to contain 15 ppm TPHg,19, ppm Toluene, 0.08 ppm Xylenes, 5 ppm TPHo, 120 ppm Total Oil and Grease (TOG), 59 ppm Acetone, and 6 ppm Tetrachloroethene (PCE). 1 soil sample was collected from 6 ft bgs beneath the oil/water separator and was not reported to have concentrations of the COCs present above the laboratory reporting limits.
1 soil sample was collected from 5 ft bgs beneath the unknown UST and reported to contain 260 ppm TPHg, 0.35 ppm Toluene, 1.8 ppm Ethylbenzene, 480 ppm Xylenes, 7,200 ppm TPHo, 15,000 TOG, 380 ppm Acetone, and 520 ppm Naphthalene. Soil was excavated and 2 additional samples were collected from 10.5 ft bgs. These deeper samples were reported to have maximum concentrations of 46 ppm TPHg, 0.43 ppm Benzene, 0.42 ppm Toluene, 0.27 ppm Ethylbenzene, 1.5 ppm Xylenes, 1,100 ppm TPHo, and 1,000 ppm TOG. The analysis of the deeper samples did not include Volatile Organic Compounds (VOCs).

In December, wells U12, U13, U14 and U18 were reported to have FP present on the groundwater. 1995 – In June, groundwater extraction operations began at the site and continued through December 1997. It is estimated that 924,481 gallons of groundwater were treated and 227 pounds of TPH and 46 pounds of Benzene were removed.

In October, a SVE system began operations at the site and continued through March 1998. It is estimated that the SVE removed 762 pounds of TPH and 6.1 pounds of Benzene.
1996 – It is noted during the June groundwater sampling event that ORC socks were in wells U8, U9 and U17. The socks were mentioned in the groundwater monitoring reports until the December 1997 sampling event where there was no mention of socks.

In November, 5 shallow soil vapor extraction wells (UV2 through UV6) were installed due to rising groundwater across the site. 15 soil samples were collected and reported to have maximum concentrations of 860 ppm TPHg, 4.8 ppm Benzene, 2.1 ppm Toluene, 2 ppm Ethylbenzene, 8.1 ppm Xylenes, and 150 ppm TPH as Diesel (TPHd).
1998 – In September, air sparging was started onsite through August 2001. 2001 – A Corrective Action Plan (CAP) was prepared. In the CAP it is stated that groundwater across the site has risen approximately 13 feet over the last 7 years. It also states that there is a groundwater ridge running east-west across the site. The CAP recommended the use of air sparge with SVE to remediate the site. A subsequent review of the CAP by another consultant recommended ozone sparge to remediate the site. 2002 – In November, 4 ozone sparge wells (SP1 through SP4) were installed to depths of 42-62 ft bgs. Well U19 was installed near well U1 and screened from 57-62 ft bgs. This well was installed to assess whether well U1 was acting as a conduit for FP movement up the soil column. Soils encountered in U19 were a continuous sequence of clays, which was not consistent with the interbedded soils encountered in previous investigations.

The lack of FP and similar dissolved hydrocarbon concentrations in well U19 suggests that the accumulation of FP in well U1 is not due to high dissolved hydrocarbon concentrations in the lower plume. 6 soil samples were collected from U19 and the reporting limit for most sample was raised significantly. The maximum detections reported were 850,000 ppm TPHg, 20,000 ppm Ethylbenzene, 53,000 ppm Xylenes, and 0.054 ppm Methyl tert- Butyl Ether (MtBE).
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2003 – In February, an ozone injection system was started onsite and operated through October 2006. 2004 – In May, a resistivity and induced polarization survey was completed at the site. The survey was conducted to see if this method could identify areas of contamination.
2008 – In October, wells U2 and U5 were destroyed due to a long history of low or non-detectable concentrations of COCs. Well UV4 was destroyed due to an obstruction. And wells U6, U9 and U16 were destroyed due to their location in the public right-of-way.

LUST Sites from GeoTracker Search - Cleanup Status History

Status: Open - Remediation
Date : 9/28/2016

Status: Open - Site Assessment
Date : 6/9/2010

Status: Open - Verification Monitoring
Date : 6/30/2009

Status: Open - Remediation
Date : 4/24/2002

Status: Open - Site Assessment
Date : 10/30/1991

Status: Open - Site Assessment
Date : 4/15/1991

Status: Open - Case Begin Date
Date : 6/10/1988

LUST Sites from GeoTracker Search - Cleanup Action Report (as of Sep 15, 2021)

Action Type: IN SITU PHYSICAL/CHEMICAL TREATMENT
(OTHER THAN SVE)
Begin Date: 2/1/2003
Phase: Water End Date: 10/1/2006
Contaminant Mass Removed:

Description: ozone sparge

Action Type:

IN SITU PHYSICAL/CHEMICAL TREATMENT
(OTHER THAN SVE)
Begin Date: 9/1/2000
Phase: Water End Date: 8/1/2001
Contaminant Mass Removed:

Description: Biosparge

Action Type: IN SITU PHYSICAL/CHEMICAL TREATMENT
(OTHER THAN SVE)
Begin Date: 9/4/1998
Phase: Water End Date: 8/1/2001
Contaminant Mass Removed:

Description: end date is approximate

Action Type: SOIL VAPOR EXTRACTION (SVE) Begin Date: 10/24/1995 Phase: Soil End Date: 3/1/1998
Contaminant Mass Removed: 762 Pounds
Description:

Action Type: PUMP & TREAT (P&T) GROUNDWATER Begin Date: 6/27/1995 Phase: Water End Date: 12/1/1997
Contaminant Mass Removed: 227 Pounds
Description:

Action Type:

EXCAVATION Begin Date: 5/26/1993
Phase: Soil End Date: 1/17/1994
Contaminant Mass Removed:

Description: Redwood Landfill

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Action Type: EXCAVATION Begin Date: 5/26/1993
Phase: Soil End Date: 8/9/1993
Contaminant Mass Removed:

Description: Forward Landfill

LUST Sites from GeoTracker Search - Regulatory Activities (as of Sep 15)

Action Type: Other Regulatory Actions
Action Date: 6/16/2021
Received Issue Date: 6/16/2021
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6469018&temptable=ENFORCEMENT Title Description Comments:

Semi-Annual GWM Reports

Action Type: Other Regulatory Actions
Action Date: 6/15/2021
Received Issue Date: 6/15/2021
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6468925&temptable=ENFORCEMENT Title Description Comments:

Late Report

Action Type: Response Requested - Reports
Action Date: 10/30/2020
Received Issue Date: 10/22/2020
Action: Monitoring Report - Semi-Annually
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=6024082 Title Description Comments:

Semi-Annual Groundwater Monitoring Reports, Third Quarter 2020 - October 30, 2020

Action Type: Other Regulatory Actions
Action Date: 6/2/2020
Received Issue Date: 6/2/2020
Action: Clean Up Fund - Case Closure Review Summary Report (RSR) Doc Link:

Title Description Comments:
2nd RSR - Concur with closure denial, see directive 5/2020

Action Type: Other Regulatory Actions
Action Date: 5/29/2020
Received Issue Date: 5/29/2020
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6436906&temptable=ENFORCEMENT Title Description Comments:

Semi-Annual GWM

Action Type: Response Requested - Other
Action Date: 5/6/2020
Received Issue Date: 5/6/2020
Action: Request for Closure - Regulator Responded
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=6024081 Title Description Comments:

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Action Type: Other Regulatory Actions
Action Date: 1/6/2020
Received Issue Date: 1/6/2020
Action: Clean Up Fund - Case Closure Review Summary Report (RSR) Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6427773&temptable=ENFORCEMENT Title Description Comments:
8087 1st RSR Rationale Additional Work January 2020

Action Type: Response Requested - Reports
Action Date: 10/30/2019
Received Issue Date: 11/12/2019
Action: Monitoring Report - Semi-Annually
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5981865 Title Description Comments:

To include quarterly GWM data from second and third quarters 2019.

Action Type: Response Requested - Reports
Action Date: 4/30/2019
Received Issue Date: 4/30/2015
Action: Monitoring Report - Semi-Annually
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5981864 Title Description Comments:

To include quarterly GWM data from Fourth Quarter 2018 and First Quarter 2019

Action Type: Other Regulatory Actions
Action Date: 1/4/2019
Received Issue Date: 1/4/2019
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6380690&temptable=ENFORCEMENT Title Description Comments:

Remedial Progress and GWM Reports

Action Type: Response Requested - Reports
Action Date: *11/30/2017
Received Issue Date: 11/30/2017
Action: Monitoring Report - Semi-Annually
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5981506 Title Description Comments:

Action Type: Other Regulatory Actions
Action Date: 10/3/2017
Received Issue Date: 10/3/2017
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6337968&temptable=ENFORCEMENT Title Description Comments:

Extension Granted - Semi-Annual GW Monitoring Report Revised due date for 3rd Quarter Semi-Annual GW Monitoring Report is November 30, 2017

Action Type: Other Regulatory Actions
Action Date: 6/16/2017
Received Issue Date: 6/16/2017
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6323355&temptable=ENFORCEMENT Title Description Comments:

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Action Type: Other Regulatory Actions
Action Date: 11/22/2016
Received Issue Date: 11/22/2016
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6304206&temptable=ENFORCEMENT Title Description Comments:

Extension Request Denial

Action Type: Other Regulatory Actions
Action Date: 10/25/2016
Received Issue Date: 10/25/2016
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6301808&temptable=ENFORCEMENT Title Description Comments:

Extension for Semi-Annual Groundwater and Post-Remediation Monitoring Report

Action Type: Other Regulatory Actions
Action Date: 6/6/2016
Received Issue Date: 6/6/2016
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6286826&temptable=ENFORCEMENT Title Description Comments:

Semi-Annual Groundwater Monitoring and Post-Remediation Monitoring Reports

Action Type: Response Requested - Other
Action Date: 11/25/2015
Received Issue Date: 11/25/2015
Action: Correspondence
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5872011 Title Description Comments:

CORRESPONDENCE

Action Type: Response Requested - Reports
Action Date: *11/13/2015
Received Issue Date: 11/13/2015
Action: Remedial Progress Report
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5840986 Title Description Comments:
report of sulfate application - See Directive Letter dated 8/27/2015 granting extension to 11/13/2015.

Action Type: Response Requested - Reports
Action Date: 10/30/2015
Received Issue Date: 10/29/2015
Action: Monitoring Report - Semi-Annually
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=6094695 Title Description Comments:

Action Type: Other Regulatory Actions
Action Date: 9/4/2015
Received Issue Date: 9/4/2015
Action: Meeting
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6259580&temptable=ENFORCEMENT Title Description Comments:
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Action Type: Other Regulatory Actions
Action Date: 8/27/2015
Received Issue Date: 8/27/2015
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6258453&temptable=ENFORCEMENT Title Description Comments:

Extension - Sulfate Application Report

Action Type: Other Regulatory Actions
Action Date: 5/15/2015
Received Issue Date: 5/15/2015
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6244863&temptable=ENFORCEMENT Title Description Comments:
concur with remedial work plan for sulfate application

Action Type: Response Requested - Workplans
Action Date: *5/11/2015
Received Issue Date: 5/11/2015
Action: Pilot Study / Treatability Workplan - Regulator Responded Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5834060 Title Description Comments:
- See 5/15/15 staff letter

Action Type: Response Requested - Reports
Action Date: 4/30/2015
Received Issue Date: 4/30/2015
Action: Monitoring Report - Semi-Annually
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=6094694 Title Description Comments:

Action Type: Other Regulatory Actions
Action Date: 4/29/2015
Received Issue Date: 4/29/2015
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6242912&temptable=ENFORCEMENT Title Description Comments:
grant request for extension for submittal of remediation work plan; inform that additional extensions for submittal of work plan and implementation of remediation will not be granted.

Action Type: Response Requested - Other
Action Date: 4/21/2015
Received Issue Date: 4/21/2015
Action: Correspondence
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5839165 Title Description Comments:

Q215 Request for Extension 4/21/2015

Action Type: Other Regulatory Actions
Action Date: 3/16/2015
Received Issue Date: 3/16/2015
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6238922&temptable=ENFORCEMENT Title Description Comments:
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meeting recap - SVE/AS on hold; request work plan to accelerate sulfate reduction

Action Type: Other Regulatory Actions
Action Date: 2/23/2015
Received Issue Date: 2/23/2015
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6236477&temptable=ENFORCEMENT Title Description Comments:
response to revised CAP; concur with AS/SVE and require submittal of start up report by 9/30/15

Action Type: Response Requested - Reports
Action Date: 1/30/2015
Received Issue Date: 1/30/2015
Action: CAP/RAP - Other Report
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5824858 Title Description Comments:
no extensions will be submitted for this previously requested report that was submitted 12/12/14 and deemed insufficient. - See 2/23/2015 staff letter

Action Type: Other Regulatory Actions
Action Date: 12/29/2014
Received Issue Date: 12/29/2014
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6231784&temptable=ENFORCEMENT Title Description Comments:
response to CAP, which was insufficient because it recommended natural attenuation following 8 years of natural attenuation and flat concentration trend lines. Requested revised CAP be submitted that will actually reduce groundwater concentrations to meet the criteria of the LTCP.

Action Type: Response Requested - Reports
Action Date: 12/12/2014
Received Issue Date: 12/11/2014
Action: CAP/RAP - Other Report - Regulator Responded
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5816162 Title Description Comments:
- See 12/29/2014 directive letter. CAP recommends natural attenuation.

Action Type: Other Regulatory Actions
Action Date: 12/11/2014
Received Issue Date: 12/11/2014
Action: Verbal Communication
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6230399&temptable=ENFORCEMENT Title Description Comments:

Phone log of conversation with Jon Wactor, counsel for Santa Clara University, offsite access negotiations

Action Type: Response Requested - Reports
Action Date: 10/30/2014
Received Issue Date: 10/30/2014
Action: Monitoring Report - Semi-Annually
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5804222 Title Description Comments:

Action Type: Other Regulatory Actions
Action Date: 9/11/2014
Received Issue Date: 9/11/2014
Action: Staff Letter
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Title Description Comments:

In response to offsite investigation report, request CAP to lower concentrations in groundwater to meet LTCP

Action Type: Other Regulatory Actions
Action Date: 9/4/2014
Received Issue Date: 9/4/2014
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6219623&temptable=ENFORCEMENT Title Description Comments:
letter to attorney for adjacent property owner requesting negotiation of an access agreement.

Action Type: Response Requested - Reports
Action Date: *8/15/2014
Received Issue Date: 8/15/2014
Action: Soil and Water Investigation Report
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5752224 Title Description Comments:

Action Type: Response Requested - Other
Action Date: 5/19/2014
Received Issue Date: 5/19/2014
Action: Correspondence - Regulator Responded
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5806109 Title Description Comments:

Q214 Proposed Change to Scope of Work 5/19/2014

Action Type: Response Requested - Reports
Action Date: 4/30/2014
Received Issue Date: 4/30/2014
Action: Monitoring Report - Semi-Annually
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5798225 Title Description Comments:

Action Type: Other Regulatory Actions
Action Date: 4/15/2014
Received Issue Date: 4/15/2014
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6199608&temptable=ENFORCEMENT Title Description Comments:
response to request for extension. reminder of request to submit chronology of attempts to negotiate access with Santa Clara University

Action Type: Response Requested - Reports
Action Date: 10/30/2013
Received Issue Date: 10/30/2013
Action: Monitoring Report - Semi-Annually
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5789102 Title Description Comments:

Action Type: Other Regulatory Actions
Action Date: 9/20/2013
Received Issue Date: 9/20/2013
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6175963&temptable=ENFORCEMENT Title Description Comments:
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Action Type: Other Regulatory Actions
Action Date: 6/4/2013
Received Issue Date: 6/4/2013
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6161131&temptable=ENFORCEMENT Title Description Comments:
grant request for extension for submittal of additional investigation and soil vapor survey

Action Type: Response Requested - Reports
Action Date: 4/30/2013
Received Issue Date: 4/29/2013
Action: Monitoring Report - Semi-Annually
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5789101 Title Description Comments:

Action Type: Other Regulatory Actions
Action Date: 4/9/2013
Received Issue Date: 4/9/2013
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6154461&temptable=ENFORCEMENT Title Description Comments:
concur with proposed changes to additional investigation work plan previously approved.

Action Type: Response Requested - Other
Action Date: 3/29/2013
Received Issue Date: 3/28/2013
Action: Other Report / Document - Regulator Responded
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5763045 Title Description Comments:
chronology of access negotiations

Action Type: Other Regulatory Actions
Action Date: 2/20/2013
Received Issue Date: 2/20/2013
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6149539&temptable=ENFORCEMENT Title Description Comments:
response to request for extension; request chronology of access negotiations

Action Type: Response Requested - Reports
Action Date: 10/30/2012
Received Issue Date: 10/29/2012
Action: Monitoring Report - Semi-Annually
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5789100 Title Description Comments:

Action Type: Other Regulatory Actions
Action Date: 9/14/2012
Received Issue Date: 9/14/2012
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6137734&temptable=ENFORCEMENT Title Description Comments:
concurrence with 2 submitted work plans

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Action Type: Response Requested - Workplans
Action Date: *8/31/2012
Received Issue Date: 8/31/2012
Action: Well Installation Workplan - Regulator Responded Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5738161 Title Description Comments:
- submitted sensitive receptor and identified potential sensitive receptor and recommended expanding scope of work requested and requested an extension for submittal of work plan, see 9/14/2012 staff letter

Action Type: Other Regulatory Actions
Action Date: 7/26/2012
Received Issue Date: 7/26/2012
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6131347&temptable=ENFORCEMENT Title Description Comments:
response to sensitive receptor survey and request for extension for work plan

Action Type: Other Regulatory Actions
Action Date: 6/6/2012
Received Issue Date: 6/6/2012
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6123787&temptable=ENFORCEMENT Title Description Comments:
recommend additional wells instead of reconstructing well offsite (see letter)

Action Type: Response Requested - Reports
Action Date: *5/31/2012
Received Issue Date: 5/31/2012
Action: Soil and Water Investigation Report
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5724308 Title Description Comments:

Action Type: Other Regulatory Actions
Action Date: 5/11/2012
Received Issue Date: 5/11/2012
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6121556&temptable=ENFORCEMENT Title Description Comments:
response to request for extension

Action Type: Response Requested - Reports
Action Date: 4/30/2012
Received Issue Date: 4/30/2012
Action: Monitoring Report - Quarterly
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5923701 Title Description Comments:

GW Monitoring Report 04/30/2012 - 10/30/2013

Action Type: Response Requested - Reports
Action Date: 4/30/2012
Received Issue Date: 4/30/2012
Action: Monitoring Report - Semi-Annually
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5718773 Title Description Comments:

Action Type: Response Requested - Other
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Action Date: 4/3/2012
Received Issue Date: 4/3/2012
Action: Other Report / Document
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5923732 Title Description Comments:

State Information 04/03/2012

Action Type: Other Regulatory Actions
Action Date: 3/14/2012
Received Issue Date: 3/14/2012
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6115526&temptable=ENFORCEMENT Title Description Comments:
grant extension for additional investigation report

Action Type: Other Regulatory Actions
Action Date: 10/31/2011
Received Issue Date: 10/31/2011
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6102192&temptable=ENFORCEMENT Title Description Comments:
concur with work plan

Action Type: Response Requested - Reports
Action Date: 10/30/2011
Received Issue Date: 10/28/2011
Action: Monitoring Report - Semi-Annually
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5694714 Title Description Comments:

Action Type: Response Requested - Workplans
Action Date: 10/30/2011
Received Issue Date: 10/27/2011
Action: Soil and Water Investigation Workplan - Regulator Responded Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5718774 Title Description Comments:

Action Type: Other Regulatory Actions
Action Date: 8/3/2011
Received Issue Date: 8/3/2011
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6094215&temptable=ENFORCEMENT Title Description Comments:
concur with changes to groundwater monitoring program; request vertical investigation in area of former USTs

Action Type: Response Requested - Reports
Action Date: *7/29/2011
Received Issue Date: 7/29/2011
Action: Well Installation Report
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5702402 Title Description Comments:

Action Type: Response Requested - Reports
Action Date: 4/30/2011
Received Issue Date: 5/4/2011
Action: Monitoring Report - Semi-Annually
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Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5694713 Title Description Comments:

Action Type: Other Regulatory Actions
Action Date: 4/4/2011
Received Issue Date: 4/4/2011
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6082486&temptable=ENFORCEMENT Title Description Comments:
response to ext requet

Action Type: Other Regulatory Actions
Action Date: 1/3/2011
Received Issue Date: 1/3/2011
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6073385&temptable=ENFORCEMENT Title Description Comments:
app wp

Action Type: Response Requested - Workplans
Action Date: 12/30/2010
Received Issue Date: 12/23/2010
Action: Soil and Water Investigation Workplan - Regulator Responded Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5698825 Title Description Comments:

Action Type: Other Regulatory Actions
Action Date: 11/8/2010
Received Issue Date: 11/8/2010
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6068665&temptable=ENFORCEMENT Title Description Comments:
req add inv wp

Action Type: Response Requested - Reports
Action Date: 10/30/2010
Received Issue Date: 10/29/2010
Action: Monitoring Report - Semi-Annually
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5694712 Title Description Comments:

Action Type: Other Regulatory Actions
Action Date: 9/8/2010
Received Issue Date: 9/8/2010
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6063139&temptable=ENFORCEMENT Title Description Comments:

Action Type: Response Requested - Reports
Action Date: *9/3/2010
Received Issue Date: 9/3/2010
Action: Soil and Water Investigation Report
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5669284 Title Description Comments:

Action Type: Other Regulatory Actions
73 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map Key Number of
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Action Date: 6/9/2010
Received Issue Date: 6/9/2010
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6053306&temptable=ENFORCEMENT Title Description Comments:
concur with proposal for add inv.

Action Type: Response Requested - Other
Action Date: 6/4/2010
Received Issue Date: 6/4/2010
Action: Other Report / Document
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5663606 Title Description Comments:
revised SCM

Action Type: Response Requested - Reports
Action Date: 4/30/2010
Received Issue Date: 4/30/2010
Action: Monitoring Report - Semi-Annually
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5648378 Title Description Comments:

First Quarter GMR

Action Type: Response Requested - Reports
Action Date: 4/30/2010
Received Issue Date: 4/30/2010
Action: Monitoring Report - Quarterly
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5923700 Title Description Comments:

GW Monitoring Report 04/30/2010 - 01/30/2012

Action Type: Other Regulatory Actions
Action Date: 3/23/2010
Received Issue Date: 3/23/2010
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6046217&temptable=ENFORCEMENT Title Description Comments:
rev SCM

Action Type: Response Requested - Reports
Action Date: 10/31/2009
Received Issue Date: 10/30/2009
Action: Monitoring Report - Semi-Annually
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5648377 Title Description Comments:

Third Quarter GMR

Action Type: Other Regulatory Actions
Action Date: 8/11/2009
Received Issue Date: 8/11/2009
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6027261&temptable=ENFORCEMENT Title Description Comments:

GWM Report Frequency Due Dates
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Action Type: Other Regulatory Actions
Action Date: 9/2/2008
Received Issue Date: 9/2/2008
Action: Staff Letter
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=5986429&temptable=ENFORCEMENT Title Description Comments:

E-mail

Action Type: Response Requested - Reports
Action Date: 10/11/2007
Received Issue Date: 10/11/2007
Action: Well Destruction Report
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5923745 Title Description Comments:

Well Abandonment/Destruction 10/11/2007 - 01/26/2009

Action Type: Response Requested - Reports
Action Date: 10/25/2006
Received Issue Date: 10/25/2006
Action: Monitoring Report - Quarterly
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5923699 Title Description Comments:

GW Monitoring Report 10/25/2006 - 10/30/2009

Action Type: Reports
Action Date: 6/3/2005
Received Issue Date: 6/3/2005
Action: Other Report
Doc Link: https://geotracker.waterboards.ca.gov/view_documents? global_id=T0608501511&enforcement_id=6322413&temptable=ENFORCEMENT Title Description Comments:

Map & Metroscan Information 06/03/2005

Action Type: Response Requested - Other
Action Date: 6/3/2005
Received Issue Date: 6/3/2005
Action: Other Report / Document
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5923728 Title Description Comments:

Phone Log 06/03/2005

Action Type: Response Requested - Reports
Action Date: 4/4/2005
Received Issue Date: 4/4/2005
Action: Monitoring Report - Quarterly
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5923697 Title Description Comments:

GW Monitoring Report 04/04/2005 - 07/12/2006

Action Type: Response Requested - Reports
Action Date: 11/9/2004
Received Issue Date: 11/9/2004
Action: Remedial Progress Report
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5923730 Title Description Comments:
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Remediation Progress Report 11/09/2004 - 06/29/2005

Action Type: Response Requested - Other
Action Date: 9/22/2004
Received Issue Date: 9/22/2004
Action: Other Report / Document
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5923723 Title Description Comments:

Miscellaneous Report 09/22/2004 - 07/19/2012

Action Type: Response Requested - Other
Action Date: 6/25/2004
Received Issue Date: 9/24/2004
Action: Other Report / Document
Doc Link:

Title Description Comments:

Other Type of Submission by RP

Action Type: Other Regulatory Actions
Action Date: 4/29/2004
Received Issue Date: 4/29/2004
Action: Staff Letter - #43750
Doc Link:

Title Description Comments:

Action Type: Response Requested - Reports
Action Date: 12/6/2001
Received Issue Date: 12/6/2001
Action: CAP/RAP - Other Report
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5923688 Title Description Comments:

Corrective Action Plan 12/06/2001 - 04/24/2002

Action Type: Response Requested - Reports
Action Date: 1/15/1998
Received Issue Date: 3/18/1998
Action: Monitoring Report - Quarterly
Doc Link:

Title Description Comments:

Monitoring Report - Quarterly

Action Type: Other Regulatory Actions
Action Date: 12/1/1997
Received Issue Date: 12/1/1997
Action: Staff Letter - #23382
Doc Link:

Title Description Comments:

Action Type: Response Requested - Reports
Action Date: 7/15/1997
Received Issue Date: 8/11/1997
Action: Monitoring Report - Quarterly
Doc Link:

Title Description Comments:

Monitoring Report - Quarterly

Action Type: Response Requested - Reports
Action Date: 4/15/1997
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Received Issue Date: 5/29/1997
Action: Monitoring Report - Quarterly
Doc Link:

Title Description Comments:

Monitoring Report - Quarterly

Action Type: Response Requested - Reports
Action Date: 1/20/1997
Received Issue Date: 1/20/1997
Action: Well Installation Report
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5923742 Title Description Comments:

Well Construction Application 01/20/1997

Action Type: Response Requested - Reports
Action Date: 1/15/1997
Received Issue Date: 3/3/1997
Action: Monitoring Report - Quarterly
Doc Link:

Title Description Comments:

Monitoring Report - Quarterly

Action Type: Response Requested - Reports
Action Date: 10/15/1996
Received Issue Date: 11/18/1996
Action: Monitoring Report - Quarterly
Doc Link:

Title Description Comments:

Monitoring Report - Quarterly

Action Type: Response Requested - Reports
Action Date: 7/15/1996
Received Issue Date: 8/20/1996
Action: Monitoring Report - Quarterly
Doc Link:

Title Description Comments:

Monitoring Report - Quarterly

Action Type: Response Requested - Reports
Action Date: 4/15/1996
Received Issue Date: 5/10/1996
Action: Monitoring Report - Quarterly
Doc Link:

Title Description Comments:

Monitoring Report - Quarterly

Action Type: Response Requested - Reports
Action Date: 1/15/1996
Received Issue Date: 2/6/1996
Action: Monitoring Report - Quarterly
Doc Link:

Title Description Comments:

Monitoring Report - Quarterly

Action Type: Response Requested - Other
Action Date: 11/28/1995
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Received Issue Date: 11/28/1995
Action: Other Report / Document
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5923693 Title Description Comments:

ESI/DAR (Start Up Reports) 11/28/1995

Action Type: Response Requested - Reports
Action Date: 7/15/1995
Received Issue Date: 8/21/1995
Action: Monitoring Report - Quarterly
Doc Link:

Title Description Comments:

Monitoring Report - Quarterly

Action Type: Response Requested - Reports
Action Date: 6/27/1995
Received Issue Date: 6/27/1995
Action: NPDES / WDR Reports
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5923726 Title Description Comments:

NPDES Miscellaneous Reports 06/27/1995 - 07/14/1998

Action Type: Other Regulatory Actions
Action Date: 5/31/1995
Received Issue Date: 5/31/1995
Action: Staff Letter - #23360
Doc Link:

Title Description Comments:

Action Type: Response Requested - Reports
Action Date: 1/25/1994
Received Issue Date: 1/25/1994
Action: Tank Removal Report / UST Sampling Report
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5923740 Title Description Comments:

Tank Removal Report 01/25/1994

Action Type: Response Requested - Reports
Action Date: 11/18/1993
Received Issue Date: 11/18/1993
Action: Preliminary Site Assessment Report
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5923729 Title Description Comments:

Preliminary Site Assessment Report 11/18/1993

Action Type: Response Requested - Other
Action Date: 10/13/1993
Received Issue Date: 10/13/1993
Action: Other Report / Document
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5923736 Title Description Comments:

Status Report 10/13/1993 - 09/12/2013

Action Type: Response Requested - Reports
Action Date: 4/28/1993
Received Issue Date: 4/28/1993
Action: CAP/RAP - Feasibility Study Report
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Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5923694 Title Description Comments:

Feasibility Study 04/28/1993

Action Type: Enforcement/Orders
Action Date: 5/29/1992
Received Issue Date: 5/29/1992
Action: Notice of Violation - #39707
Doc Link:

Title Description Comments:

Action Type: Response Requested - Reports
Action Date: 12/27/1991
Received Issue Date: 12/27/1991
Action: Monitoring Report - Quarterly
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5923696 Title Description Comments:

GW Monitoring Report 12/27/1991 - 11/24/2004

Action Type: Response Requested - Reports
Action Date: 9/5/1991
Received Issue Date: 9/5/1991
Action: Soil and Water Investigation Report
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5923738 Title Description Comments:

Soil & Water Investigation Report 09/05/1991 - 05/31/2012

Action Type: Response Requested - Workplans
Action Date: 4/5/1991
Received Issue Date: 4/5/1991
Action: Other Workplan
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5923747 Title Description Comments:

Work Plan 04/05/1991 - 08/31/2012

Action Type: Response Requested - Other
Action Date: 1/1/1991
Received Issue Date: 1/1/1991
Action: Correspondence
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5923689 Title Description Comments:

Correspondence 1991 - 2009

Action Type: Response Requested - Other
Action Date: 6/10/1988
Received Issue Date: 6/10/1988
Action: Unauthorized Release Form
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5923741 Title Description Comments:

Unauthorized Release Form 06/10/1988

Action Type: Response Requested - Other
Action Date: 5/12/1988
Received Issue Date: 5/12/1988
Action: Other Report / Document
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5923724 Title Description Comments:
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Miscellaneous Sample Results 05/12/1988 - 04/20/1999

Action Type: Cleanup Action
Action Date: 2/1/2003
Received Issue Date:

Action: In Situ Physical/Chemical Treatment (other than SVE) Doc Link:

Title Description Comments:
ozone sparge

Action Type: Cleanup Action
Action Date: 9/1/2000
Received Issue Date:

Action: In Situ Physical/Chemical Treatment (other than SVE) Doc Link:

Title Description Comments:

Biosparge

Action Type: Cleanup Action
Action Date: 9/4/1998
Received Issue Date:

Action: In Situ Physical/Chemical Treatment (other than SVE) Doc Link:

Title Description Comments:
end date is approximate

Action Type: Response Requested - Reports
Action Date: *12/30/2015
Received Issue Date:

Action: Soil Vapor Intrusion Investigation Report
Doc Link: https://geotracker.waterboards.ca.gov/view_documents_all?global_id=T0608501511&doc_id=5752226 Title Description Comments:
- work postponed due to inability to obtain reasonable access agreement

Action Type: SWRCB Case Review
Action Date: 6/2/2020
Received Issue Date:

Action: Closure Denial Review
Doc Link:

Title Description Comments:

Agree with Closure Denial

Action Type: Response Requested - Reports
Action Date: *10/30/2017
Received Issue Date:

Action: Monitoring Report - Semi-Annually
Doc Link:

Title Description Comments:

Semi Annual Groundwater Monitoring Report, Third Quarter 2017

Action Type: Response Requested - Reports
Action Date: *11/30/2016
Received Issue Date:

Action: Monitoring Report - Semi-Annually
Doc Link:

Title Description Comments:
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Semi-Annual Groundwater Monitoring and Post-Remediation Monitoring Reports: Second and Third Second Quarters 2016.

Action Type: Response Requested - Reports
Action Date: 4/30/2016
Received Issue Date:

Action: Monitoring Report - Semi-Annually
Doc Link:

Title Description Comments:

Semi-Annual Groundwater Monitoring and Post-Remediation Monitoring Reports: Fourth Quarter 2016 and First Quarter 2017

Action Type: Response Requested - Reports
Action Date: *9/30/2016
Received Issue Date:

Action: Remedial Progress Report
Doc Link:

Title Description Comments:
remediation system start up report

Action Type: Cleanup Action
Action Date: 10/24/1995
Received Issue Date:

Action: Soil Vapor Extraction (SVE)
Doc Link:

Title Description Comments:

Action Type: Cleanup Action
Action Date: 6/27/1995
Received Issue Date:

Action: Pump & Treat (P&T) Groundwater
Doc Link:

Title Description Comments:

Action Type: Cleanup Action
Action Date: 5/26/1993
Received Issue Date:

Action: Excavation
Doc Link:

Title Description Comments:

Forward Landfill

Action Type: Cleanup Action
Action Date: 5/26/1993
Received Issue Date:

Action: Excavation
Doc Link:

Title Description Comments:

Redwood Landfill

Action Type: Leak Action
Action Date: 6/10/1988
Received Issue Date:

Action: Leak Reported
Doc Link:

Title Description Comments:

Action Type: Leak Action
Action Date: 5/16/1988
Received Issue Date:

Action: Leak Discovery
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Doc Link:

Title Description Comments:

Action Type: Leak Action
Action Date: 5/16/1988
Received Issue Date:

Action: Leak Stopped
Doc Link:

Title Description Comments:

Action Type: Response Requested - Reports
Action Date: 4/30/2022
Received Issue Date:

Action: Monitoring Report - Semi-Annually
Doc Link:

Title Description Comments:

Semi-Annual Groundwater Monitoring Report, First Quarter 2022

Action Type: Response Requested - Reports
Action Date: 10/30/2021
Received Issue Date:

Action: Monitoring Report - Semi-Annually
Doc Link:

Title Description Comments:

Semi-Annual Groundwater Monitoring Report, Third Quarter 2021

Action Type: Response Requested - Reports
Action Date: *5/30/2021
Received Issue Date:

Action: Monitoring Report - Semi-Annually
Doc Link:

Title Description Comments:

Semi-Annual Groundwater Monitoring Reports, First Quarter 2021 - April 30, 2021

LUST Sites from GeoTracker Search - Site Maps (as of Sep 15, 2021)

Title: GEO_MAP
Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_map/8078675746/T0608501511.PDF Size : 90 KB
Submitted By: REENA DELGADO (AUTH_RP)
Submitted: 12/10/2014

Title: B-18 (B-18)
Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_bore/2967065036/T0608501511.PDF Size : 154 KB
Submitted By: REENA DELGADO (AUTH_RP)
Submitted: 11/21/2014

Title: GEO_MAP
Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_map/4788048923/T0608501511.PDF Size : 190 KB
Submitted By: REENA DELGADO (AUTH_RP)
Submitted: 11/21/2014

Title: U-22 (U-22)
Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_bore/6981996655/T0608501511.PDF Size : 187 KB
Submitted By: REENA DELGADO (AUTH_RP)
Submitted: 11/21/2014

Title: U-20 (U-20)
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Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_bore/9378934502/T0608501511.PDF Size : 135 KB
Submitted By: REENA DELGADO (AUTH_RP)
Submitted: 8/26/2011

Title: U-21 (U-21)
Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_bore/6380427062/T0608501511.PDF Size : 129 KB
Submitted By: REENA DELGADO (AUTH_RP)
Submitted: 8/26/2011

Title: GEO_MAP
Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_map/8858941614/T0608501511.PDF Size : 197 KB
Submitted By: REENA DELGADO (AUTH_RP)
Submitted: 9/2/2010

Title: GEO_MAP
Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_map/9750616788/T0608501511.PDF Size : 128 KB
Submitted By: AECOM (AUTH_RP)
Submitted: 1/26/2009

Title: GEO_MAP
Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_map/6855542838/T0608501511.PDF Size : 52 KB
Submitted By: DEANNA HARDING (CONTRACTOR)
Submitted: 9/6/2002

LUST Sites from GeoTracker Search - Documents (as of Sep 15, 2021)

Document Type: Monitoring Reports Size : 44,696 KB
Document Date: 6/30/2021* Submitted By: ARCADIS (CONTRACTOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: SULFATE APPLICATION REMEDIATION PROGRESS AND FIRST QUARTER 2021 GROUNDWATER

MONITORING REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1037771403/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 6/16/2021 Submitted By: GERALD O'REGAN (REGULATOR) Type: STAFF LETTER Submitted:

Title: SEMI-ANNUAL GWM REPORTS
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6469018

Document Type:

Site Documents Size :

Document Date: 6/15/2021 Submitted By: GERALD O'REGAN (REGULATOR) Type: STAFF LETTER Submitted:

Title: LATE REPORT
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6468925

Document Type:

Site Documents Size : 48 KB
Document Date: 2/18/2021* Submitted By: ARCADIS (CONTRACTOR) Type: CORRESPONDENCE Submitted:

Title: NOTIFICATION OF MANAGER CHANGE
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7112467885/T0608501511.PDF

Document Type:

Monitoring Reports Size : 14,322 KB
Document Date: 10/22/2020* Submitted By: ARCADIS (CONTRACTOR) Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:

Title: SULFATE APPLICATION REMEDIATION PROGRESS AND SECOND QUARTER AND THIRD QUARTER 2020

GROUNDWATER MONITORING REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6009228646/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 5/29/2020 Submitted By: GERALD O'REGAN (REGULATOR) Type: STAFF LETTER Submitted:

Title: SEMI-ANNUAL GWM
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Document Type: Site Documents Size : 8,865 KB
Document Date: 5/5/2020 Submitted By: ARCADIS (CONTRACTOR) Type: REQUEST FOR CLOSURE Submitted:

Title: SITE CONCEPTUAL MODEL AND LOW-THREAT CLOSURE POLICY REQUEST Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3539083659/T0608501511.PDF

Document Type: Monitoring Reports Size : 20,502 KB
Document Date: 4/30/2020 Submitted By: ARCADIS (CONTRACTOR) Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:

Title: SULFATE APPLICATION REMEDIATION PROGRESS AND FOURTH QUARTER 2019 AND FIRST QUARTER 2020 GROUNDWATER MONITORING REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6146706342/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 1/6/2020 Submitted By: ROBIN GUILLOT (REGULATOR) Type: CLEAN UP FUND - CASE CLOSURE

REVIEW SUMMARY REPORT (RSR)
Submitted:

Title: 8087 1ST RSR RATIONALE ADDITIONAL WORK JANUARY 2020 Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6427773

Document Type: Monitoring Reports Size : 16,720 KB
Document Date: 11/12/2019 Submitted By: ARCADIS (CONTRACTOR) Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:

Title: SECOND SEMI-ANNUAL 2019 GROUNDWATER MONITORING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9878881633/T0608501511.PDF

Document Type: Site Documents Size : 133 KB
Document Date: 7/31/2019* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: PERMIT RENEWAL REQUEST
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6789450526/T0608501511.PDF

Document Type: Site Documents Size : 688 KB
Document Date: 7/31/2019* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: MONITORING WELL
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1340094447/T0608501511.PDF

Document Type: Site Documents Size : 131 KB
Document Date: 7/31/2019* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: PERMIT SELF-MONITORING PROGRAM
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6905218958/T0608501511.PDF

Document Type: Site Documents Size : 1,740 KB
Document Date: 7/31/2019* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: SELF-MONITORING REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7755093514/T0608501511.PDF

Document Type: Site Documents Size : 2,600 KB
Document Date: 7/31/2019* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER WORKPLAN Submitted:

Title: WORK PLAN
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1172415614/T0608501511.PDF

Document Type: Monitoring Reports Size : 15,200 KB
Document Date: 4/29/2019* Submitted By: ARCADIS (CONTRACTOR) Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:

Title: FIRST SEMI-ANNUAL 2019 GROUNDWATER MONITORING AND SAMPLING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9188864588/T0608501511.PDF

Document Type: Site Documents Size :
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Document Date: 1/4/2019 Submitted By: GERALD O'REGAN (REGULATOR) Type: STAFF LETTER Submitted:

Title: REMEDIAL PROGRESS AND GWM REPORTS
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6380690

Document Type: Monitoring Reports Size : 14,748 KB
Document Date: 12/26/2018 Submitted By: ARCADIS (CONTRACTOR) Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:

Title: SECOND HALF 2018 MONITORING REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6706723153/T0608501511.PDF

Document Type:

Monitoring Reports Size : 8,936 KB
Document Date: 6/19/2018* Submitted By: ARCADIS (CONTRACTOR) Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:

Title: Q4 2017 AND Q1 2018 GROUNDWATER MONITORING AND SAMPLING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5455243051/T0608501511.PDF

Document Type:

Site Documents Size : 139 KB
Document Date: 12/6/2017* Submitted By: REENA DELGADO (AUTH_RP) Type: CORRESPONDENCE Submitted:

Title: NOTIFICATION OF PROJECT MANAGER CHANGE
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8428555428/T0608501511.PDF

Document Type: Monitoring Reports Size : 34,182 KB
Document Date: 11/30/2017* Submitted By: REENA DELGADO (AUTH_RP) Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:

Title: Q317 THIRD QUARTER 2017 SEMI-ANNUAL GROUNDWATER MONITORING REPORT 11/30/17 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1833993732/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 10/3/2017 Submitted By: GERALD O'REGAN (REGULATOR) Type: STAFF LETTER Submitted:

Title: EXTENSION GRANTED - SEMI-ANNUAL GW MONITORING REPORT Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6337968

Document Type: Site Documents Size :

Document Date: 6/16/2017 Submitted By: SOMIRA PECH (REGULATOR) Type: STAFF LETTER Submitted:

Title: SEMI ANNUAL GROUNDWATER MONITORING REPORT, THIRD QUARTER 2017 Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6323355

Document Type: Monitoring Reports Size : 30,406 KB
Document Date: 4/28/2017* Submitted By: REENA DELGADO (AUTH_RP) Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:

Title: Q117 FIRST QUARTER 2017 SEMI-ANNUAL GROUNDWATER MONITORING REPORT 4/28/2017 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4129371345/T0608501511.PDF

Document Type: Monitoring Reports Size : 15,529 KB
Document Date: 11/30/2016* Submitted By: REENA DELGADO (AUTH_RP) Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:

Title: Q316 THIRD QUARTER 2016 SEMI-ANNUAL GROUNDWATER MONITORING REPORT 11/30/2016 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3864976882/T0608501511.PDF

Document Type: Site Documents Size :

Document Date:
11/22/2016 Submitted By: GERALD O'REGAN (REGULATOR)
Type: STAFF LETTER Submitted:

Title: EXTENSION REQUEST DENIAL
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6304206

Document Type: Site Documents Size :

Document Date:
10/25/2016 Submitted By: CANDACE GARCIA (REGULATOR)
Type: STAFF LETTER Submitted:

Title: EXTENSION FOR SEMI-ANNUAL GROUNDWATER AND POST-REMEDIATION MONITORING REPORT Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6301808

Document Type: Site Documents Size : 403 KB
Document Date: 6/30/2016* Submitted By: REENA DELGADO (AUTH_RP) Type:

REMEDIAL PROGRESS REPORT Submitted:

Title: Q216 REMEDIATION PROGRESS REPORT 6/30/2016
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Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7000441133/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 6/6/2016 Submitted By: CANDACE GARCIA (REGULATOR) Type: STAFF LETTER Submitted:

Title: SEMI-ANNUAL GROUNDWATER MONITORING AND POST-REMEDIATION MONITORING REPORTS Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6286826

Document Type: Monitoring Reports Size : 21,455 KB
Document Date: 4/29/2016* Submitted By: REENA DELGADO (AUTH_RP) Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:

Title: Q116 FOURTH QUARTER 2015 AND FIRST QUARTER 2016 SEMI-ANNUAL GROUNDWATER MONITORING REPORT 4/29/2016
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1486547887/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 11/25/2015 Submitted By: CANDACE GARCIA (REGULATOR) Type: CORRESPONDENCE Submitted:

Title: CORRESPONDENCE
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&document_id=5872011

Document Type:

Site Documents Size : 2,513 KB
Document Date: 11/13/2015 Submitted By: REENA DELGADO (AUTH_RP) Type: REMEDIAL ACTION COMPLETE Submitted:

Title: Q415 REPORT OF SULFATE APPLICATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3071043550/T0608501511.PDF

Document Type:

Site Documents Size : 123 KB
Document Date: 10/30/2015 Submitted By: REENA DELGADO (AUTH_RP) Type: CORRESPONDENCE Submitted:

Title: Q415 LETTER TO SCVWD 10/30/2015
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3566809117/T0608501511.PDF

Document Type:

Monitoring Reports Size : 8,982 KB
Document Date: 10/30/2015 Submitted By: REENA DELGADO (AUTH_RP) Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:

Title: Q315 SEMI-ANNUAL GROUNDWATER MONITORING REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6904273748/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 9/4/2015 Submitted By: CANDACE GARCIA (REGULATOR) Type: MEETING Submitted:

Title: UNKNOWN
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6259580

Document Type: Site Documents Size :

Document Date: 8/27/2015 Submitted By: CANDACE GARCIA (REGULATOR) Type: STAFF LETTER Submitted:

Title: EXTENSION - SULFATE APPLICATION REPORT
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6258453

Document Type: Site Documents Size : 48 KB
Document Date: 8/12/2015 Submitted By: REENA DELGADO (AUTH_RP) Type: CORRESPONDENCE Submitted:

Title: Q315 REQUEST FOR EXTENSION OF SULFATE APPLICATION REPORT 8/12/15 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5467871963/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 5/15/2015 Submitted By: CHRIS WIDMANN (REGULATOR) Type: STAFF LETTER Submitted:

Title: CONCUR WITH REMEDIAL WORK PLAN FOR SULFATE APPLICATION Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6244863

Document Type: Site Documents Size : 2,374 KB
Document Date:
5/11/2015 Submitted By: REENA DELGADO (AUTH_RP)
Type: OTHER WORKPLAN Submitted:

Title: Q214 REMEDIATION WORK PLAN 5/11/2015
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5744848668/T0608501511.PDF

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Document Type: Monitoring Reports Size : 12,459 KB
Document Date: 4/30/2015 Submitted By: REENA DELGADO (AUTH_RP) Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:

Title: Q115 FOURTH QUARTER 2014 AND FIRST QUARTER 2015 SEMI-ANNUAL GROUNDWATER MONITORING REPORT 4/30/2015
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9123237371/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 4/29/2015 Submitted By: CHRIS WIDMANN (REGULATOR) Type: STAFF LETTER Submitted:

Title: GRANT REQUEST FOR EXTENSION FOR SUBMITTAL OF REMEDIATION WORK PLAN; INFORM THAT

ADDITIONAL EXTENSIONS FOR SUBMITTAL OF WORK PLAN AND IMPLEMENTATION OF REMEDIATION WILL NOT BE GRANTED.

Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6242912

Document Type: Site Documents Size : 47 KB
Document Date: 4/21/2015 Submitted By: REENA DELGADO (AUTH_RP) Type: CORRESPONDENCE Submitted:

Title: Q215 REQUEST FOR EXTENSION 4/21/2015
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5909324407/T0608501511.PDF

Document Type:

Site Documents Size :

Document Date: 3/16/2015 Submitted By: CHRIS WIDMANN (REGULATOR) Type: STAFF LETTER Submitted:

Title: MEETING RECAP - SVE/AS ON HOLD; REQUEST WORK PLAN TO ACCELERATE SULFATE REDUCTION Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6238922

Document Type: Site Documents Size :

Document Date: 2/23/2015 Submitted By: CHRIS WIDMANN (REGULATOR) Type: STAFF LETTER Submitted:

Title: RESPONSE TO REVISED CAP; CONCUR WITH AS/SVE AND REQUIRE SUBMITTAL OF START UP REPORT BY 9/30/15
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6236477

Document Type: Site Documents Size : 17,304 KB
Document Date: 1/30/2015 Submitted By: REENA DELGADO (AUTH_RP) Type: CAP/RAP - OTHER REPORT Submitted:

Title: Q115 REVISED CORRECTIVE ACTION PLAN 1/30/2015
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7528703808/T0608501511.PDF

Document Type:

Site Documents Size :

Document Date: 12/29/2014 Submitted By: CHRIS WIDMANN (REGULATOR) Type: STAFF LETTER Submitted:

Title: RESPONSE TO CAP, WHICH WAS INSUFFICIENT BECAUSE IT RECOMMENDED NATURAL ATTENUATION FOLLOWING 8 YEARS OF NATURAL ATTENUATION AND FLAT CONCENTRATION TREND LINES.

REQUESTED REVISED CAP BE SUBMITTED THAT WILL ACTUALLY REDUCE GROUNDWATER CONCENTRATIONS TO MEET THE CRITERIA OF THE LTCP.

Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6231784

Document Type:

Site Documents Size : 16,505 KB
Document Date: 12/12/2014 Submitted By: REENA DELGADO (AUTH_RP) Type: CAP/RAP - FEASIBILITY STUDY REPORT Submitted:

Title: Q414 CORRECTIVE ACTION PLAN 12/12/2014
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3965612828/T0608501511.PDF

Document Type:

Site Documents Size :

Document Date: 12/11/2014 Submitted By: LANI LEE (REGULATOR) Type: VERBAL COMMUNICATION Submitted:

Title: PHONE LOG OF CONVERSATION WITH JON WACTOR, COUNSEL FOR SANTA CLARA UNIVERSITY,

OFFSITE ACCESS NEGOTIATIONS
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6230399

Document Type: Monitoring Reports Size : 9,953 KB
Document Date: 10/30/2014 Submitted By: REENA DELGADO (AUTH_RP) Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:

Title: Q314 SEMI-ANNUAL GROUNDWATER MONITORING REPORT 10/30/14 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8556634128/T0608501511.PDF

Document Type:

Site Documents Size :
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Document Date: 9/11/2014 Submitted By: RINA BANKS (REGULATOR) Type: STAFF LETTER Submitted:

Title: IN RESPONSE TO OFFSITE INVESTIGATION REPORT, REQUEST CAP TO LOWER CONCENTRATIONS IN

GROUNDWATER TO MEET LTCP
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6220294

Document Type: Site Documents Size :

Document Date: 9/4/2014 Submitted By: CHRIS WIDMANN (REGULATOR) Type: STAFF LETTER Submitted:

Title: LETTER TO ATTORNEY FOR ADJACENT PROPERTY OWNER REQUESTING NEGOTIATION OF AN ACCESS AGREEMENT.

Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6219623

Document Type: Site Documents Size : 13,308 KB
Document Date: 8/15/2014 Submitted By: REENA DELGADO (AUTH_RP) Type: SOIL AND WATER INVESTIGATION
REPORT
Submitted:

Title: Q314 ADDITIONAL INVESTIGATION REPORT 8/15/2014
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4857125461/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 5/19/2014 Submitted By: LANI LEE (REGULATOR) Type: CORRESPONDENCE Submitted:

Title: Q214 PROPOSED CHANGE TO SCOPE OF WORK 5/19/2014 - REGULATOR RESPONSE Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&document_id=5806109

Document Type:

Site Documents Size : 62 KB
Document Date: 5/19/2014 Submitted By: REENA DELGADO (AUTH_RP) Type: CORRESPONDENCE Submitted:

Title: Q214 PROPOSED CHANGE TO SCOPE OF WORK 5/19/2014
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6043183803/T0608501511.PDF

Document Type:

Monitoring Reports Size : 13,943 KB
Document Date: 4/30/2014 Submitted By: REENA DELGADO (AUTH_RP) Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:

Title: Q114 FIRST QUARTER 2014 SEMI-ANNUAL GROUNDWATER MONITORING REPORT 4/30/2014 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6598573803/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 4/15/2014 Submitted By: CHRIS WIDMANN (REGULATOR) Type: STAFF LETTER Submitted:

Title: RESPONSE TO REQUEST FOR EXTENSION. REMINDER OF REQUEST TO SUBMIT CHRONOLOGY OF

ATTEMPTS TO NEGOTIATE ACCESS WITH SANTA CLARA UNIVERSITY Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6199608

Document Type: Site Documents Size : 152 KB
Document Date: 4/4/2014 Submitted By: REENA DELGADO (AUTH_RP) Type: CORRESPONDENCE Submitted:

Title: Q214 STATUS OF WELL ENCROACHMENT AGREEMENT AND ENCROACHMENT PERMIT 4/4/2014 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3368974208/T0608501511.PDF

Document Type: Monitoring Reports Size : 15,043 KB
Document Date: 10/30/2013 Submitted By: REENA DELGADO (AUTH_RP) Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:

Title: Q313 SEMI-ANNUAL GROUNDWATER MONITORING REPORT 10/30/13 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3284516811/T0608501511.PDF

Document Type: Site Documents Size :

Document Date:
9/20/2013 Submitted By: CHRIS WIDMANN (REGULATOR)
Type: STAFF LETTER Submitted:

Title: RESPONSE TO STATUS AND REQUEST TO MOVE FURTHER OUT DUE TO ACCESS ISSUES AND POSTPONE SOIL VAPOR INVESTIGATION AT THIS TIME.

Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6175963

Document Type: Site Documents Size : 206 KB
Document Date: 9/12/2013 Submitted By: REENA DELGADO (AUTH_RP) Type: CORRESPONDENCE Submitted:

Title: Q313 STATUS OF OFFSITE ACCESS AND EXTENSION REQUEST 9/12/2013 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2491357028/T0608501511.PDF 88 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map Key Number of
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Document Type: Site Documents Size :

Document Date: 6/4/2013 Submitted By: CHRIS WIDMANN (REGULATOR) Type: STAFF LETTER Submitted:

Title: GRANT REQUEST FOR EXTENSION FOR SUBMITTAL OF ADDITIONAL INVESTIGATION AND SOIL VAPOR SURVEY
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6161131

Document Type: Site Documents Size : 109 KB
Document Date: 5/30/2013 Submitted By: REENA DELGADO (AUTH_RP) Type: CORRESPONDENCE Submitted:

Title: Q213 STATUS OF OFFSITE PROPERTY ACCESS AND EXTENSION REQUEST 5/30/2013 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2837426364/T0608501511.PDF

Document Type:

Monitoring Reports Size : 11,720 KB
Document Date: 4/30/2013 Submitted By: REENA DELGADO (AUTH_RP) Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:

Title: Q113 SEMI-ANNUAL GROUNDWATER MONITORING REPORT 4/30/13 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3047624111/T0608501511.PDF

Document Type:

Site Documents Size :

Document Date: 4/9/2013 Submitted By: CHRIS WIDMANN (REGULATOR) Type: STAFF LETTER Submitted:

Title: CONCUR WITH PROPOSED CHANGES TO ADDITIONAL INVESTIGATION WORK PLAN PREVIOUSLY APPROVED.

Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6154461

Document Type: Site Documents Size : 146 KB
Document Date: 3/28/2013 Submitted By: REENA DELGADO (AUTH_RP) Type: CORRESPONDENCE Submitted:

Title: Q113 STATUS OF OFFSITE PROPERTY ACCESS REQUESTS AND PROPOSED CHANGES TO ADDITIONAL INVESTIGATION 3/28/2013
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2057920098/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 2/20/2013 Submitted By: CHRIS WIDMANN (REGULATOR) Type: STAFF LETTER Submitted:

Title: RESPONSE TO REQUEST FOR EXTENSION; REQUEST CHRONOLOGY OF ACCESS NEGOTIATIONS Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6149539

Document Type:

Site Documents Size : 156 KB
Document Date: 2/15/2013 Submitted By: REENA DELGADO (AUTH_RP) Type: CORRESPONDENCE Submitted:

Title: Q113 EXTENSION REQUEST LETTER 2/15/13
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1802795350/T0608501511.PDF

Document Type:

Monitoring Reports Size : 10,898 KB
Document Date: 10/30/2012 Submitted By: REENA DELGADO (AUTH_RP) Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:

Title: Q312 SEMI-ANNUAL GWM REPORT 10/30/12
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3244551897/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 9/14/2012 Submitted By: CHRIS WIDMANN (REGULATOR) Type: STAFF LETTER Submitted:

Title: CONCURRENCE WITH 2 SUBMITTED WORK PLANS
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6137734

Document Type:

Site Documents Size : 2,899 KB
Document Date: 8/31/2012 Submitted By: REENA DELGADO (AUTH_RP) Type: SOIL VAPOR INTRUSION INVESTIGATION

WORKPLAN
Submitted:

Title: Q312 SOIL VAPOR INVESTIGATION WORK PLAN 8/31/12
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1533582568/T0608501511.PDF

Document Type: Site Documents Size : 3,063 KB
Document Date: 8/31/2012 Submitted By: REENA DELGADO (AUTH_RP) Type: SOIL AND WATER INVESTIGATION

WORKPLAN
Submitted:
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Title: Q312 DOWN-GRADIENT ASSESSMENT WORK PLAN 8/31/12
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7060529589/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 7/26/2012 Submitted By: CHRIS WIDMANN (REGULATOR) Type: STAFF LETTER Submitted:

Title: RESPONSE TO SENSITIVE RECEPTOR SURVEY AND REQUEST FOR EXTENSION FOR WORK PLAN Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6131347

Document Type:

Site Documents Size : 14,657 KB
Document Date: 7/19/2012 Submitted By: REENA DELGADO (AUTH_RP) Type: SENSITIVE RECEPTOR SURVEY REPORT Submitted:

Title: Q312 SENSITIVE RECEPTOR SURVEY 7/19/2012
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7562840282/T0608501511.PDF

Document Type:

Site Documents Size :

Document Date: 6/6/2012 Submitted By: CHRIS WIDMANN (REGULATOR) Type: STAFF LETTER Submitted:

Title: RECOMMEND ADDITIONAL WELLS INSTEAD OF RECONSTRUCTING WELL OFFSITE (SEE LETTER) Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6123787

Document Type:

Site Documents Size : 9,764 KB
Document Date: 5/31/2012 Submitted By: REENA DELGADO (AUTH_RP) Type: SITE ASSESSMENT REPORT Submitted:

Title: Q212 SITE ASSESSMENT REPORT 05/31/12
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5854354143/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 5/11/2012 Submitted By: CHRIS WIDMANN (REGULATOR) Type: STAFF LETTER Submitted:

Title: RESPONSE TO REQUEST FOR EXTENSION
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6121556

Document Type: Monitoring Reports Size : 9,929 KB
Document Date: 4/30/2012 Submitted By: REENA DELGADO (AUTH_RP) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: Q112 QUARTERLY GROUNDWATER MONITORING REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9007704973/T0608501511.PDF

Document Type:

Monitoring Reports Size : 10,174 KB
Document Date: 4/30/2012 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 04/30/2012 - 10/30/2013 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/9102644979/GWM%5FR%5F2013% 2D04%2D30%2Epdf

Document Type: Monitoring Reports Size : 9,321 KB
Document Date: 4/30/2012 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 04/30/2012 - 10/30/2013 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/9102644979/GWM%5FR%5F2012% 2D10%2D30%2Epdf

Document Type: Monitoring Reports Size : 8,602 KB
Document Date: 4/30/2012 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 04/30/2012 - 10/30/2013 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/9102644979/GWM%5FR%5F2012% 2D04%2D30%2Epdf

Document Type: Monitoring Reports Size : 11,787 KB
Document Date: 4/30/2012 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 04/30/2012 - 10/30/2013 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/9102644979/GWM%5FR%5F2013% 2D10%2D30%2Epdf

Document Type: Site Documents Size :

Document Date: 4/3/2012 Submitted By: MICHAEL SCHUSTER (REGULATOR) 90 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map Key Number of
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Type: OTHER REPORT / DOCUMENT Submitted:

Title: STATE INFORMATION 04/03/2012
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&document_id=5923732

Document Type: Site Documents Size :

Document Date: 3/14/2012 Submitted By: CHRIS WIDMANN (REGULATOR) Type: STAFF LETTER Submitted:

Title: GRANT EXTENSION FOR ADDITIONAL INVESTIGATION REPORT Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6115526

Document Type:

Site Documents Size : 100 KB
Document Date: 3/12/2012 Submitted By: REENA DELGADO (AUTH_RP) Type: CORRESPONDENCE Submitted:

Title: EXTENSION REQUEST LETTER 3/12/2012
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6617903947/T0608501511.PDF

Document Type:

Monitoring Reports Size : 7,271 KB
Document Date: 1/30/2012 Submitted By: REENA DELGADO (AUTH_RP) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: Q411 QUARTERLY GROUNDWATER MONITORING REPORT 1/30/2012 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8085789501/T0608501511.PDF

Document Type:

Site Documents Size : 1,496 KB
Document Date: 12/6/2011* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: CORRECTIVE ACTION PLAN / REMEDIAL

ACTION PLAN
Submitted:

Title: CORRECTIVE ACTION PLAN
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7634133398/T0608501511.PDF

Document Type:

Site Documents Size :

Document Date: 10/31/2011 Submitted By: EDWARD W. ABRAMOWITZ (REGULATOR) Type: STAFF LETTER Submitted:

Title: CONCUR WITH WORK PLAN
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6102192

Document Type: Site Documents Size : 10,995 KB
Document Date: 10/28/2011 Submitted By: REENA DELGADO (AUTH_RP) Type: SOIL AND WATER INVESTIGATION

WORKPLAN
Submitted:

Title: Q411 ADDITIONAL INVESTIGATION WORK PLAN 10/28/2011 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5576840996/T0608501511.PDF

Document Type: Monitoring Reports Size : 16,483 KB
Document Date: 10/28/2011 Submitted By: REENA DELGADO (AUTH_RP) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: Q311 GWM REPORT 10/28/11
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9018567919/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 8/3/2011 Submitted By: (REGULATOR)
Type: STAFF LETTER Submitted:

Title: CONCUR WITH CHANGES TO GROUNDWATER MONITORING PROGRAM; REQUEST VERTICAL

INVESTIGATION IN AREA OF FORMER USTS
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6094215

Document Type: Monitoring Reports Size : 16,585 KB
Document Date: 7/29/2011 Submitted By: REENA DELGADO (AUTH_RP) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: Q211 QUARTERLY GROUNDWATER MONITORING REPORT 7/29/2011 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2812958717/T0608501511.PDF

Document Type: Site Documents Size : 29,995 KB
Document Date: 7/29/2011 Submitted By: REENA DELGADO (AUTH_RP) Type: SOIL AND WATER INVESTIGATION
REPORT
Submitted:

Title: Q211 ADDITIONAL INVESTIGATION REPORT 7/29/2011
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9959258317/T0608501511.PDF

91 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map Key Number of
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Document Type: Monitoring Reports Size : 18,799 KB
Document Date: 4/29/2011 Submitted By: REENA DELGADO (AUTH_RP) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: Q111 GWM REPORT 4/29/2011
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2459610939/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 4/4/2011 Submitted By: (REGULATOR)
Type: STAFF LETTER Submitted:

Title: RESPONSE TO EXT REQUET
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6082486

Document Type:

Site Documents Size : 490 KB
Document Date: 3/29/2011 Submitted By: REENA DELGADO (AUTH_RP) Type: CORRESPONDENCE Submitted:

Title: Q111 EXTENSION REQUEST LETTER
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8261561095/T0608501511.PDF

Document Type:

Monitoring Reports Size : 15,839 KB
Document Date: 1/28/2011 Submitted By: REENA DELGADO (AUTH_RP) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: Q410 GWM REPORT 01-28-11
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7309869349/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 1/3/2011 Submitted By: (REGULATOR)
Type: STAFF LETTER Submitted:

Title: APP WP
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6073385

Document Type: Site Documents Size : 2,124 KB
Document Date: 12/23/2010 Submitted By: REENA DELGADO (AUTH_RP) Type: WELL INSTALLATION WORKPLAN Submitted:

Title: Q410 WELL INSTALLATION WORK PLAN
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1242600440/T0608501511.PDF

Document Type:

Site Documents Size :

Document Date: 11/8/2010 Submitted By: (REGULATOR)
Type: STAFF LETTER Submitted:

Title: REQ ADD INV WP
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6068665

Document Type:

Monitoring Reports Size : 11,839 KB
Document Date: 10/29/2010 Submitted By: REENA DELGADO (AUTH_RP) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: Q310 GWM REPORT 10-29-10
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4295014381/T0608501511.PDF

Document Type: Site Documents Size : 431 KB
Document Date: 10/19/2010 Submitted By: REENA DELGADO (AUTH_RP) Type: CORRESPONDENCE Submitted:

Title: CHEVRON ENVIRONMENTAL MANAGEMENT COMPANY REASSIGNMENT OF PROJECT MANAGER Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2711680114/T0608501511.PDF

Document Type:

Site Documents Size :

Document Date: 9/8/2010 Submitted By: (REGULATOR)
Type: STAFF LETTER Submitted:

Title: UNKNOWN
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6063139

Document Type:

Site Documents Size : 28,231 KB
Document Date: 9/3/2010 Submitted By: REENA DELGADO (AUTH_RP) Type: SITE ASSESSMENT REPORT Submitted:

Title: Q310 ADDITIONAL ASSESSMENT REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2782468438/T0608501511.PDF

Document Type: Site Documents Size : 2,022 KB
Document Date: 7/30/2010 Submitted By: REENA DELGADO (AUTH_RP) Type: PROGRESS REPORT (SOIL/GW/ UPDATES) Submitted:
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Title: Q210 STATUS REPORT 07-30-10
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6048020362/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 6/9/2010 Submitted By: LANI LEE (REGULATOR) Type: STAFF LETTER Submitted:

Title: CONCUR WITH PROPOSAL FOR ADD INV.

Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6053306

Document Type:

Site Documents Size : 8,766 KB
Document Date: 6/4/2010 Submitted By: REENA DELGADO (AUTH_RP) Type: SITE INVESTIGATION WORKPLAN Submitted:

Title: Q210 SUMMARY OF SITE CONDITIONS AND WORK PLAN FOR ADDITIONAL ASSESSMENT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8040940284/T0608501511.PDF

Document Type:

Monitoring Reports Size : 9,583 KB
Document Date: 4/30/2010 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 04/30/2010 - 01/30/2012 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/2713425159/GWM%5FR%5F2010% 2D04%2D30%2Epdf

Document Type: Monitoring Reports Size : 8,457 KB
Document Date: 4/30/2010 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 04/30/2010 - 01/30/2012 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/2713425159/GWM%5FR%5F2010% 2D10%2D29%2Epdf

Document Type: Monitoring Reports Size : 10,787 KB
Document Date: 4/30/2010 Submitted By: REENA DELGADO (AUTH_RP) Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:

Title: Q110 GWM REPORT 04-30-10
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1345918059/T0608501511.PDF

Document Type:

Monitoring Reports Size : 6,807 KB
Document Date: 4/30/2010 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 04/30/2010 - 01/30/2012 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/2713425159/GWM%5FR%5F2012% 2D01%2D30%2Epdf

Document Type: Monitoring Reports Size : 18,572 KB
Document Date: 4/30/2010 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 04/30/2010 - 01/30/2012 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/2713425159/GWM%5FR%5F2011% 2D04%2D29%2Epdf

Document Type: Monitoring Reports Size : 15,864 KB
Document Date: 4/30/2010 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 04/30/2010 - 01/30/2012 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/2713425159/GWM%5FR%5F2011% 2D07%2D29%2Epdf

Document Type: Monitoring Reports Size : 16,064 KB
Document Date: 4/30/2010 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 04/30/2010 - 01/30/2012 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/2713425159/GWM%5FR%5F2011% 2D10%2D28%2Epdf

Document Type: Monitoring Reports Size : 15,342 KB
Document Date: 4/30/2010 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 04/30/2010 - 01/30/2012 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/2713425159/GWM%5FR%5F2011% 2D01%2D28%2Epdf
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Document Type: Site Documents Size :

Document Date: 3/23/2010 Submitted By: KRISTI CONG (REGULATOR) Type: STAFF LETTER Submitted:

Title: REV SCM
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6046217

Document Type: Monitoring Reports Size : 730 KB
Document Date: 1/29/2010 Submitted By: REENA DELGADO (AUTH_RP) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: Q409 STATUS REPORT 01-29-10
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6466668665/T0608501511.PDF

Document Type:

Monitoring Reports Size : 8,986 KB
Document Date: 10/30/2009* Submitted By: REENA DELGADO (AUTH_RP) Type: MONITORING REPORT - SEMI-ANNUALLY Submitted:

Title: Q309 GWM REPORT 10-30-09
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8911752164/T0608501511.PDF

Document Type:

Site Documents Size :

Document Date: 8/11/2009 Submitted By: KRISTI CONG (REGULATOR) Type: STAFF LETTER Submitted:

Title: GWM REPORT FREQUENCY DUE DATES
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6027261

Document Type: Monitoring Reports Size : 7,624 KB
Document Date: 7/30/2009* Submitted By: REENA DELGADO (AUTH_RP) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: Q209 GWM
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1263704597/T0608501511.PDF

Document Type:

Monitoring Reports Size : 9,590 KB
Document Date: 4/27/2009 Submitted By: AECOM (AUTH_RP)
Type: MONITORING REPORT - QUARTERLY Submitted:

Title: 1Q09 QMR SANTA CLARA
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3055685758/T0608501511.PDF

Document Type: Monitoring Reports Size : 8,956 KB
Document Date: 2/17/2009 Submitted By: AECOM (AUTH_RP)
Type: MONITORING REPORT - QUARTERLY Submitted:

Title: 4Q08 QMR SANTA CLARA
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7740007698/T0608501511.PDF

Document Type: Site Documents Size : 1,293 KB
Document Date: 1/26/2009 Submitted By: AECOM (AUTH_RP)
Type: WELL INSTALLATION REPORT Submitted:

Title: MONITORING WELL DESTRUCTION AND REINSTALLATION REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5774041295/T0608501511.PDF

Document Type:

Monitoring Reports Size : 8,965 KB
Document Date: 12/10/2008 Submitted By: AECOM (AUTH_RP) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: 3Q08 QMR SANTA CLARA
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2607487559/T0608501511.PDF

Document Type:

Site Documents Size :

Document Date: 9/2/2008 Submitted By: KRISTI CONG (REGULATOR) Type: STAFF LETTER Submitted:

Title: E-MAIL
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=5986429

Document Type:

Monitoring Reports Size : 5,820 KB
Document Date: 8/14/2008* Submitted By: AECOM (AUTH_RP) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: 2Q08 QMR SANTA CLARA
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3386458456/T0608501511.PDF

Document Type: Site Documents Size : 2,826 KB
Document Date: 6/14/2008 Submitted By: CYNTHIA MANA-AY (REGULATOR) 94 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map Key Number of
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Type: LETTER Submitted:

Title: CORRESPONDENCE
Title Link: https://geotracker.waterboards.ca.gov/site_documents/9731155216/CORRES%5F1991%2D%2Epdf

Document Type: Monitoring Reports Size : 5,531 KB
Document Date: 5/13/2008 Submitted By: AECOM (AUTH_RP)
Type: MONITORING REPORT - QUARTERLY Submitted:

Title: 1Q08 QMR SANTA CLARA
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8351963877/T0608501511.PDF

Document Type:

Monitoring Reports Size : 5,551 KB
Document Date: 2/22/2008 Submitted By: AECOM (AUTH_RP)
Type: MONITORING REPORT - QUARTERLY Submitted:

Title: 4Q07 QMR SANTA CLARA
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7979252696/T0608501511.PDF

Document Type:

Monitoring Reports Size : 5,543 KB
Document Date: 11/30/2007 Submitted By: AECOM (AUTH_RP) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: 3Q07 QMR SANTA CLARA
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6362614512/T0608501511.PDF

Document Type:

Monitoring Reports Size : 5,482 KB
Document Date: 11/29/2007 Submitted By: AECOM (AUTH_RP) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: 3Q07 QMR SANTA CLARA
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8922991693/T0608501511.PDF

Document Type:

Monitoring Reports Size : 5,456 KB
Document Date: 11/29/2007 Submitted By: AECOM (AUTH_RP) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: 2Q07 QMR SANTA CLARA
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2712269663/T0608501511.PDF

Document Type: Site Documents Size : 3,067 KB
Document Date: 10/11/2007 Submitted By: AECOM (AUTH_RP) Type: OTHER REPORT / DOCUMENT Submitted:

Title: MONITORING WELL MODIFICATIONS REQUEST
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9946368157/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 10/11/2007 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: WELL DESTRUCTION REPORT Submitted:

Title: WELL ABANDONMENT/DESTRUCTION 10/11/2007 - 01/26/2009 Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&document_id=5923745

Document Type:

Monitoring Reports Size : 5,456 KB
Document Date: 8/15/2007* Submitted By: AECOM (AUTH_RP) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: 1Q07 QMR SANTA CLARA
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1784528434/T0608501511.PDF

Document Type:

Monitoring Reports Size : 5,387 KB
Document Date: 6/7/2007 Submitted By: AECOM (AUTH_RP)
Type: MONITORING REPORT - QUARTERLY Submitted:

Title: 1Q07 QMR SANTA CLARA
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8913007438/T0608501511.PDF

Document Type:

Monitoring Reports Size : 6,164 KB
Document Date: 1/22/2007 Submitted By: AECOM (AUTH_RP)
Type: MONITORING REPORT - QUARTERLY Submitted:

Title: 4Q06 QMR 0715 REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3717848062/T0608501511.PDF

Document Type:

Monitoring Reports Size : 5,854 KB
Document Date: 10/27/2006 Submitted By: AECOM (AUTH_RP) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: 3Q06 QMR 0715 REPORT
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Document Type: Monitoring Reports Size : 6,053 KB
Document Date: 10/25/2006 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 10/25/2006 - 10/30/2009 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/2051592767/GWM%5FR%5F2008% 2D01%2D16%2Epdf

Document Type: Monitoring Reports Size : 6,248 KB
Document Date: 10/25/2006 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 10/25/2006 - 10/30/2009 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/2051592767/GWM%5FR%5F2008% 2D08%2D14%2Epdf

Document Type: Monitoring Reports Size : 9,979 KB
Document Date: 10/25/2006 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 10/25/2006 - 10/30/2009 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/2051592767/GWM%5FR%5F2009% 2D07%2D30%2Epdf

Document Type: Monitoring Reports Size : 5,988 KB
Document Date: 10/25/2006 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 10/25/2006 - 10/30/2009 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/2051592767/GWM%5FR%5F2008% 2D04%2D29%2Epdf

Document Type: Monitoring Reports Size : 3,661 KB
Document Date: 10/25/2006 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 10/25/2006 - 10/30/2009 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/2051592767/GWM%5FR%5F2008% 2D12%2D10%2Epdf

Document Type: Monitoring Reports Size : 3,636 KB
Document Date: 10/25/2006 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 10/25/2006 - 10/30/2009 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/2051592767/GWM%5FR%5F2007% 2D05%2D24%2Epdf

Document Type: Monitoring Reports Size : 5,483 KB
Document Date: 10/25/2006 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 10/25/2006 - 10/30/2009 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/2051592767/GWM%5FR%5F2007% 2D07%2D31%2Epdf

Document Type: Monitoring Reports Size : 8,862 KB
Document Date: 10/25/2006 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 10/25/2006 - 10/30/2009 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/2051592767/GWM%5FR%5F2009% 2D10%2D30%2Epdf

Document Type: Monitoring Reports Size : 4,339 KB
Document Date: 10/25/2006 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 10/25/2006 - 10/30/2009 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/2051592767/GWM%5FR%5F2009% 2D02%2D16%2Epdf

Document Type: Monitoring Reports Size : 5,538 KB
Document Date: 10/25/2006 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 10/25/2006 - 10/30/2009 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/2051592767/GWM%5FR%5F2007% 2D10%2D31%2Epdf
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Document Type: Monitoring Reports Size : 4,243 KB
Document Date: 10/25/2006 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 10/25/2006 - 10/30/2009 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/2051592767/GWM%5FR%5F2009% 2D03%2D12%2Epdf

Document Type: Monitoring Reports Size : 7,347 KB
Document Date: 10/25/2006 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 10/25/2006 - 10/30/2009 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/2051592767/GWM%5FR%5F2007% 2D01%2D16%2Epdf

Document Type: Monitoring Reports Size : 19,632 KB
Document Date: 10/25/2006 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 10/25/2006 - 10/30/2009 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/2051592767/GWM%5FR%5F2006% 2D10%2D25%2Epdf

Document Type: Monitoring Reports Size : 4,306 KB
Document Date: 7/13/2006 Submitted By: AECOM (AUTH_RP)
Type: MONITORING REPORT - QUARTERLY Submitted:

Title: 2Q06 QMR 0715 REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3296050846/T0608501511.PDF

Document Type: Monitoring Reports Size : 5,737 KB
Document Date: 4/5/2006 Submitted By: AECOM (AUTH_RP)
Type: MONITORING REPORT - QUARTERLY Submitted:

Title: QUARTERLY GROUNDWATER MONITORING REPORT - FIRST QUARTER 2006 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5718183755/T0608501511.PDF

Document Type: Monitoring Reports Size : 5,404 KB
Document Date: 2/2/2006* Submitted By: AECOM (AUTH_RP)
Type: MONITORING REPORT - QUARTERLY Submitted:

Title: QUARTERLY GROUNDWATER MONITORING REPORT - FOURTH QUARTER 2005 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9463559806/T0608501511.PDF

Document Type:

Site Documents Size : 1,685 KB
Document Date: 1/31/2006* Submitted By: AECOM (AUTH_RP) Type: REMEDIAL PROGRESS REPORT Submitted:

Title: REMEDIAL STATUS REPORT-THIRD AND FOURTH QUARTER 2005 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4064839005/T0608501511.PDF

Document Type:

Monitoring Reports Size : 6,445 KB
Document Date: 11/14/2005 Submitted By: AECOM (AUTH_RP) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: THIRD QUARTER GW MONITORING REPORT 2005
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9833799600/T0608501511.PDF

Document Type: Monitoring Reports Size : 3,754 KB
Document Date: 8/16/2005* Submitted By: AECOM (AUTH_RP) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4007062613/T0608501511.PDF

Document Type:

Site Documents Size : 1,976 KB
Document Date: 8/2/2005* Submitted By: AECOM (AUTH_RP)
Type: REMEDIAL PROGRESS REPORT Submitted:

Title: REMEDIAL STATUS REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2137601554/T0608501511.PDF

Document Type:

Monitoring Reports Size : 8,414 KB
Document Date: 7/13/2005* Submitted By: AECOM (AUTH_RP) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4958066642/T0608501511.PDF 97 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map Key Number of
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Document Type: Site Documents Size : 1,916 KB
Document Date: 6/9/2005* Submitted By: AECOM (AUTH_RP)
Type: REMEDIAL PROGRESS REPORT Submitted:

Title: REMEDIAL STATUS REPOR
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9158689200/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 6/3/2005 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: OTHER REPORT / DOCUMENT Submitted:

Title: PHONE LOG 06/03/2005
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&document_id=5923728

Document Type:

Site Documents Size :

Document Date: 6/3/2005 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: OTHER REPORT Submitted:

Title: MAP & METROSCAN INFORMATION 06/03/2005
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&enforcement_id=6322413

Document Type:

Monitoring Reports Size : 4,636 KB
Document Date: 4/6/2005* Submitted By: AECOM (AUTH_RP)
Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GROUNDWATER MONITORING REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6159284293/T0608501511.PDF

Document Type: Monitoring Reports Size : 17,647 KB
Document Date: 4/4/2005 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 04/04/2005 - 07/12/2006 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/1509993612/GWM%5FR%5F2006% 2D07%2D12%2Epdf

Document Type: Monitoring Reports Size : 4,672 KB
Document Date: 4/4/2005 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 04/04/2005 - 07/12/2006 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/1509993612/GWM%5FR%5F2005% 2D04%2D04%2Epdf

Document Type: Monitoring Reports Size : 9,727 KB
Document Date: 4/4/2005 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 04/04/2005 - 07/12/2006 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/1509993612/GWM%5FR%5F2005% 2D06%2D30%2Epdf

Document Type: Monitoring Reports Size : 14,888 KB
Document Date: 4/4/2005 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 04/04/2005 - 07/12/2006 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/1509993612/GWM%5FR%5F2005% 2D11%2D10%2Epdf

Document Type: Monitoring Reports Size : 17,476 KB
Document Date: 4/4/2005 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 04/04/2005 - 07/12/2006 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/1509993612/GWM%5FR%5F2006% 2D01%2D25%2Epdf

Document Type: Monitoring Reports Size : 11,839 KB
Document Date: 4/4/2005 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 04/04/2005 - 07/12/2006 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/1509993612/GWM%5FR%5F2006% 2D04%2D05%2Epdf

Document Type: Monitoring Reports Size : 5,694 KB
Document Date: 4/4/2005 Submitted By: MICHAEL SCHUSTER (REGULATOR) 98 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map Key Number of
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Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 04/04/2005 - 07/12/2006 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/1509993612/GWM%5FR%5F2005% 2D08%2D12%2Epdf

Document Type: Site Documents Size : 92 KB
Document Date: 1/24/2005* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: LOCAL OVERSIGHT PROGRAM
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5158447504/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 11/9/2004 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: REMEDIAL PROGRESS REPORT Submitted:

Title: REMEDIATION PROGRESS REPORT 11/09/2004 - 06/29/2005 Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&document_id=5923730

Document Type:

Site Documents Size :

Document Date: 9/22/2004 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: OTHER REPORT / DOCUMENT Submitted:

Title: MISCELLANEOUS REPORT 09/22/2004 - 07/19/2012
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&document_id=5923723

Document Type:

Site Documents Size : 225 KB
Document Date: 8/1/2004* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: ENVIRONMENTAL SITE INFORMATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2054287850/T0608501511.PDF

Document Type: Site Documents Size : 23,853 KB
Document Date: 6/10/2004* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: FEE SITE INFORMATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8389940738/T0608501511.PDF

Document Type: Site Documents Size : 36,622 KB
Document Date: 4/28/2004* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: FEE SITE INFORMATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5127438485/T0608501511.PDF

Document Type: Site Documents Size : 36,622 KB
Document Date: 4/28/2004* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: FEE SITE INFORMATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1056481420/T0608501511.PDF

Document Type: Site Documents Size : 3,592 KB
Document Date: 11/14/2003* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: FOURTH QUARTER EVENT OF OCTOBER 20 AND 21, 2003, AND MONTHLY SITE VISITS OF AUGUST 19, 2003, AND SEPTEMBER 17, 2003
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3421511173/T0608501511.PDF

Document Type:

Site Documents Size : 3,562 KB
Document Date: 8/25/2003* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: THIRD QUARTER EVENT OF JULY 21 AND 22, 2003, AND MONTHLY SITE VISITS OF MAY 20, 2003, AND JUNE 18, 2003
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6834832966/T0608501511.PDF

Document Type: Site Documents Size : 5,754 KB
Document Date: 5/12/2003* Submitted By: ANTEA GROUP REIMBURSEMENT 99 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map Key Number of
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(CONTRACTOR)
Type: WELL INSTALLATION WORKPLAN Submitted:

Title: MONITORING WELL AND SPARE POINT INSTALLATION REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6712243139/T0608501511.PDF

Document Type: Monitoring Reports Size : 1,212 KB
Document Date: 4/22/2003* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: MONITORING REPORT - QUARTERLY Submitted:

Title: SECOND QUARTER MONITORING & SAMPLING EVENT OF APRIL 21 AND 22, 2003 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5964486181/T0608501511.PDF

Document Type: Monitoring Reports Size : 617 KB
Document Date: 3/20/2003* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: MONITORING REPORT - OTHER Submitted:

Title: MONTHLY MONITORING & SAMPLING
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1315594613/T0608501511.PDF

Document Type: Site Documents Size : 3,434 KB
Document Date: 2/28/2003* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: FIRST QUARTER EVENTS OF JANUARY 20 AND 21, 2003
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2801744937/T0608501511.PDF

Document Type: Site Documents Size : 3,057 KB
Document Date: 11/20/2002* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: FOURTH QUARTER EVENT OF OCTOBER 18, 2002
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6958147525/T0608501511.PDF

Document Type: Site Documents Size : 230 KB
Document Date: 9/4/2002* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: SITE INVESTIGATION WORKPLAN Submitted:

Title: FUEL LEAK INVESTIGATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5333844125/T0608501511.PDF

Document Type: Site Documents Size : 3,167 KB
Document Date: 8/30/2002* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER WORKPLAN Submitted:

Title: WORK PLAN FOR ADDITIONAL SUBSURFACE ASSESSMENT AND REMEDIAL FEASIBILITY TESTING Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9540621280/T0608501511.PDF

Document Type: Site Documents Size : 4,017 KB
Document Date: 8/27/2002* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: THIRD QUARTER EVENT OF JULY 19, 2002
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4372017920/T0608501511.PDF

Document Type: Site Documents Size : 723 KB
Document Date: 8/26/2002* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER WORKPLAN Submitted:

Title: WORK PLAN ADDITIONAL SUBSURFACE ASSESSMENT AND REMEDIAL FEASIBILITY TESTING Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8878775477/T0608501511.PDF

Document Type: Site Documents Size : 95 KB
Document Date: 8/12/2002* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: SITE INVESTIGATION WORKPLAN Submitted:

Title: FUEL LEAK INVESTIGATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9668493449/T0608501511.PDF

Document Type: Site Documents Size : 946 KB
Document Date: 8/7/2002* Submitted By: ANTEA GROUP REIMBURSEMENT 100 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map Key Number of
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(CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: ADDENDUM TO CORRECTIVE ACTION PLAN FOR FORMER UNOCAL Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9424301385/T0608501511.PDF

Document Type: Site Documents Size : 154 KB
Document Date: 7/3/2002* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: SITE INVESTIGATION WORKPLAN Submitted:

Title: FUEL LEAK INVESTIGATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7490048348/T0608501511.PDF

Document Type: Site Documents Size : 676 KB
Document Date: 6/14/2002* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: CORRECTIVE ACTION PLAN REVIEW AND PROPOSED REMEDIAL ACTION AT FORMER UNOCAL Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1664849340/T0608501511.PDF

Document Type: Site Documents Size : 676 KB
Document Date: 6/14/2002* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: CORRECTIVE ACTION PLAN REVIEW AND PROPOSED REMEDIAL ACTION Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3604087531/T0608501511.PDF

Document Type: Site Documents Size : 2,987 KB
Document Date: 5/31/2002* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: SECOND QUARTER EVENT OF APRIL 17, 2002 (2)
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3881615698/T0608501511.PDF

Document Type: Site Documents Size : 2,987 KB
Document Date: 5/31/2002* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: SECOND QUARTER EVENT OF APRIL 17, 2002
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8446794986/T0608501511.PDF

Document Type: Site Documents Size : 3,111 KB
Document Date: 4/24/2002* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: REVISED CROSS SECTIONS FOR FORMER UNOCAL SERVICE STATION Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4931032657/T0608501511.PDF

Document Type: Site Documents Size : 3,454 KB
Document Date: 2/7/2002* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: FIRST QUARTER EVENT OF JANUARY 2, 2002
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1931845545/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 12/6/2001 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: CAP/RAP - OTHER REPORT Submitted:

Title: CORRECTIVE ACTION PLAN 12/06/2001 - 04/24/2002
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&document_id=5923688

Document Type: Site Documents Size : 1,446 KB
Document Date:
11/12/2001* Submitted By: ANTEA GROUP REIMBURSEMENT
(CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: FOURTH QUARTER EVENT OF OCTOBER 2, 2001
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5409308075/T0608501511.PDF

Document Type: Site Documents Size : 86 KB
Document Date: 9/12/2001* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
101 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map Key Number of
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Type: SITE INVESTIGATION WORKPLAN Submitted:

Title: FUEL LEAK INVESTIGATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8664404749/T0608501511.PDF

Document Type: Site Documents Size : 1,600 KB
Document Date: 8/3/2001* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: THIRD QUARTER EVENT OF JULY 3 AND 4, 2001
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5243868350/T0608501511.PDF

Document Type: Site Documents Size : 2,777 KB
Document Date: 5/8/2001* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: SECOND QUARTER EVENT OF APRIL 3, 2001
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6137194156/T0608501511.PDF

Document Type: Site Documents Size : 3,993 KB
Document Date: 12/8/2000* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: GROUNDWATER MONITORING PLAN -

ADDENDUM
Submitted:

Title: FOURTH QUARTER 2000 GROUNDWATER MONITORING & SAMPLING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9988778173/T0608501511.PDF

Document Type: Site Documents Size : 4,718 KB
Document Date: 10/4/2000* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: GROUNDWATER MONITORING PLAN

EXCLUSION
Submitted:

Title: THIRD QUARTER 2000 GROUNDWATER MONITORING & SAMPLING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5154211223/T0608501511.PDF

Document Type:

Site Documents Size : 3,378 KB
Document Date: 6/28/2000* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: GROUNDWATER MONITORING PLAN -

ADDENDUM
Submitted:

Title: SECOND QUARTER 2000 GROUNDWATER MONITORING & SAMPLING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3717480599/T0608501511.PDF

Document Type: Site Documents Size : 65 KB
Document Date: 6/26/2000* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: APPROVAL FOR A ONE-YEAR EXTENSION OF THE SPECIAL PERMIT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9565146327/T0608501511.PDF

Document Type: Site Documents Size : 56 KB
Document Date: 4/25/2000* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORT FIRST QUARTER 2000
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4487047672/T0608501511.PDF

Document Type: Site Documents Size : 3,860 KB
Document Date: 2/22/2000* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: GROUNDWATER MONITORING PLAN

EXCLUSION - ADDENDUM
Submitted:

Title: FIRST QUARTER 2000 GROUNDWATER MONITORING & SAMPLING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2472729623/T0608501511.PDF

Document Type:

Site Documents Size : 3,207 KB
Document Date: 12/20/1999* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: GROUNDWATER MONITORING PLAN

EXCLUSION - ADDENDUM
Submitted:

Title: FOURTH QUARTER 1999 GROUNDWATER MONITORING & SAMPLING REPORT 102 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map Key Number of
Records
Direction Distance
(mi/ft)
Elev/Diff
(ft)
Site DB
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9880453944/T0608501511.PDF

Document Type: Site Documents Size : 55 KB
Document Date: 10/20/1999* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORT THIRD QUARTER 1999
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4598833560/T0608501511.PDF

Document Type: Site Documents Size : 1,086 KB
Document Date: 9/7/1999* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: GROUNDWATER MONITORING PLAN

EXCLUSION - ADDENDUM
Submitted:

Title: THIRD QUARTER 1999 GROUNDWATER MONITORING & SAMPLING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7135027408/T0608501511.PDF

Document Type: Site Documents Size : 3,384 KB
Document Date: 9/7/1999* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: GROUNDWATER MONITORING PLAN

EXCLUSION - ADDENDUM
Submitted:

Title: THIRD QUARTER 1999 GROUNDWATER MONITORING & SAMPLING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9702532291/T0608501511.PDF

Document Type:

Site Documents Size : 374 KB
Document Date: 9/1/1999* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: ENVIRONMENTAL PACKAGE
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9909349918/T0608501511.PDF

Document Type: Site Documents Size : 54 KB
Document Date: 7/20/1999* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORT SECOND QUARTER 1999
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2397036075/T0608501511.PDF

Document Type: Site Documents Size : 3,525 KB
Document Date: 6/15/1999* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: GROUNDWATER MONITORING PLAN -

ADDENDUM - REVISED
Submitted:

Title: SECOND QUARTER 1999 GROUNDWATER MONITORING & SAMPLING REPORTS Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7374117374/T0608501511.PDF

Document Type: Site Documents Size : 218 KB
Document Date: 5/10/1999* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: SITE INVESTIGATION WORKPLAN Submitted:

Title: FUEL LEAK INVESTIGATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4349606454/T0608501511.PDF

Document Type: Site Documents Size : 1,177 KB
Document Date: 4/12/1999* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: LIMITED PHASE II ENVIRONMENTAL ASSESSMENT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7425229012/T0608501511.PDF

Document Type: Site Documents Size : 3,870 KB
Document Date: 4/12/1999* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: LIMITED PHASE II ENVIRONMENTAL ASSESSMENT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8122641444/T0608501511.PDF

Document Type: Site Documents Size : 3,421 KB
Document Date: 3/30/1999* Submitted By: ANTEA GROUP REIMBURSEMENT 103 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map Key Number of
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Type: GROUNDWATER MONITORING PLAN -

ADDENDUM
Submitted:

Title: FIRST QUARTER 1999 GROUNDWATER MONITORING & SAMPLING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8331189095/T0608501511.PDF

Document Type: Site Documents Size : 1,391 KB
Document Date: 3/30/1999* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: REMEDIAL ACTION COMPLETE Submitted:

Title: REMEDIAL ACTION PERFORMANCE SUMMARY - NOVEMBER 1998 - JANUARY 1999 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6448791742/T0608501511.PDF

Document Type: Site Documents Size : 512 KB
Document Date: 3/30/1999* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: REMEDIAL ACTION PERFORMANCE SUMMARY - NOVEMBER 1998 - JANUARY 1999 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4393938541/T0608501511.PDF

Document Type: Site Documents Size : 53 KB
Document Date: 1/20/1999* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORT FOURTH QUARTER 1998
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2282666146/T0608501511.PDF

Document Type: Site Documents Size : 2,896 KB
Document Date: 1/14/1999* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: GROUNDWATER MONITORING PLAN -

ADDENDUM
Submitted:

Title: FOURTH QUARTER 1998 GROUNDWATER MONITORING & SAMPLING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2593606054/T0608501511.PDF

Document Type:

Site Documents Size : 3,421 KB
Document Date: 1/14/1999* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: GROUNDWATER MONITORING PLAN -

ADDENDUM
Submitted:

Title: FOURTH QUARTER 1998 GROUNDWATER MONITORING & SAMPLING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6751897990/T0608501511.PDF

Document Type: Site Documents Size : 147 KB
Document Date: 11/19/1998* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: GROUNDWATER ANALYSES USING ENVIRONMENTAL PROTECTION AGENCY Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1321081340/T0608501511.PDF

Document Type: Site Documents Size : 1,433 KB
Document Date: 11/1/1998* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: PERMIT TO OPERATE
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4712979257/T0608501511.PDF

Document Type: Site Documents Size : 55 KB
Document Date: 10/20/1998* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORT THIRD QUARTER 1998
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9141093373/T0608501511.PDF

Document Type: Site Documents Size : 67 KB
Document Date: 10/13/1998* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: WASTE DISCHARGE REQUIREMENTS FOR DISCHARGE OF EXTRACTED AND TREATED GROUNDWATER Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5798428475/T0608501511.PDF 104 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map Key Number of
Records
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(mi/ft)
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(ft)
Site DB

Document Type: Monitoring Reports Size : 140 KB
Document Date: 10/7/1998* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: MONITORING REPORT - QUARTERLY Submitted:

Title: RESCISSION REQUEST/THIRD QUARTER 1998 NPDES SELF-MONITORING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1614553630/T0608501511.PDF

Document Type: Site Documents Size : 3,348 KB
Document Date: 10/2/1998* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: GROUNDWATER MONITORING PLAN

EXCLUSION - ADDENDUM
Submitted:

Title: SECOND/THIRD QUARTER 1998 GROUNDWATER MONITORING & SAMPLING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9947854101/T0608501511.PDF

Document Type:

Site Documents Size : 1,536 KB
Document Date: 9/28/1998* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: REMEDIAL ACTION COMPLETE Submitted:

Title: REMEDIAL ACTION PERFORMANCE SUMMARY - MAY THROUGH JULY 1998 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4217882633/T0608501511.PDF

Document Type: Site Documents Size : 626 KB
Document Date: 8/17/1998* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: TREATMENT SYSTEM MODIFICATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7870093226/T0608501511.PDF

Document Type: Site Documents Size : 500 KB
Document Date: 8/17/1998* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: TREATMENT SYSTEMS MODIFICATION 2
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9327374398/T0608501511.PDF

Document Type: Site Documents Size : 54 KB
Document Date: 7/20/1998* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORT SECOND QUARTER 1998
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7868639469/T0608501511.PDF

Document Type: Site Documents Size : 52 KB
Document Date: 7/20/1998* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORT SECOND QUARTER 1998
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5619625985/T0608501511.PDF

Document Type: Site Documents Size : 1,655 KB
Document Date: 7/1/1998* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: REMEDIAL ACTION PERFORMANCE SUMMARY - FEBRUARY - APRIL 1998 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9141678094/T0608501511.PDF

Document Type: Site Documents Size : 1,655 KB
Document Date: 7/1/1998* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: REMEDIAL ACTION PERFORMANCE SUMMARY - FEBRUARY - APRIL 1998 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2721838176/T0608501511.PDF

Document Type: Site Documents Size : 2,280 KB
Document Date: 6/26/1998* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: GROUNDWATER MONITORING PLAN -

ADDENDUM
Submitted:
105 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map Key Number of
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Title: FIRST QUARTER 1998 GROUNDWATER MONITORING & SAMPLING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1751608073/T0608501511.PDF

Document Type: Site Documents Size : 228 KB
Document Date: 6/18/1998* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: SITE INVESTIGATION WORKPLAN Submitted:

Title: FUEL LEAK INVESTIGATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6047516107/T0608501511.PDF

Document Type: Site Documents Size : 60 KB
Document Date: 4/20/1998* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: VIA CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4921007633/T0608501511.PDF

Document Type: Site Documents Size : 50 KB
Document Date: 4/20/1998* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORT FIRST QUARTER 1998
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5690874576/T0608501511.PDF

Document Type: Monitoring Reports Size : 1,274 KB
Document Date: 4/14/1998* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: MONITORING REPORT - QUARTERLY Submitted:

Title: SELF-MONITORING REPORT - FIRST QUARTER 1998
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7111733496/T0608501511.PDF

Document Type: Site Documents Size : 6,396 KB
Document Date: 3/26/1998* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: REMEDIAL ACTION COMPLETE Submitted:

Title: REMEDIAL ACTION PERFORMANCE SUMMARY - AUGUST 1997 - JANUARY 1998 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3248064517/T0608501511.PDF

Document Type: Site Documents Size : 12,292 KB
Document Date: 3/26/1998* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: REMEDIAL ACTION COMPLETE Submitted:

Title: REMEDIAL ACTION PERFORMANCE SUMMARY - AUGUST 1997 - JANUARY 1998 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8915167689/T0608501511.PDF

Document Type: Site Documents Size : 1,279 KB
Document Date: 2/28/1998* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: GROUNDWATER MONITORING PLAN -

ADDENDUM
Submitted:

Title: FOURTH QUARTER 1997 GROUNDWATER MONITORING & SAMPLING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8726259708/T0608501511.PDF

Document Type: Site Documents Size : 1,196 KB
Document Date:
1/30/1998* Submitted By: ANTEA GROUP REIMBURSEMENT
(CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: ANNUAL REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4264124989/T0608501511.PDF

Document Type: Site Documents Size : 1,443 KB
Document Date: 1/30/1998* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: ANNUAL REPORT - 1997
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9681958138/T0608501511.PDF

Document Type: Site Documents Size : 43 KB
Document Date: 1/23/1998* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
106 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map Key Number of
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Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9166039526/T0608501511.PDF

Document Type: Site Documents Size : 43 KB
Document Date: 1/14/1998* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: SELF-MONITORING REPORT FOURTH QUARTER
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3981041967/T0608501511.PDF

Document Type: Site Documents Size : 123 KB
Document Date: 12/30/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: SELF MONITORING PROGRAM PERMIT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2452616810/T0608501511.PDF

Document Type: Site Documents Size : 102 KB
Document Date: 11/10/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: SELF MONITORING PROGRAM PERMIT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5797493994/T0608501511.PDF

Document Type: Site Documents Size : 1,491 KB
Document Date: 11/1/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: UNOCAL CORPORATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4169182837/T0608501511.PDF

Document Type: Site Documents Size : 1,497 KB
Document Date: 10/29/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY DATA REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1131685733/T0608501511.PDF

Document Type: Monitoring Reports Size : 1,292 KB
Document Date: 10/29/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: MONITORING REPORT - OTHER Submitted:

Title: ACCESS TO RECEIVING WATERS FOR REQUIRED NPDES MONITORING Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5732785165/T0608501511.PDF

Document Type: Site Documents Size : 33 KB
Document Date: 10/22/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9412133276/T0608501511.PDF

Document Type: Monitoring Reports Size : 662 KB
Document Date: 10/14/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: MONITORING REPORT - OTHER Submitted:

Title: SELF-MONITORING REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5077835321/T0608501511.PDF

Document Type: Site Documents Size : 40,665 KB
Document Date: 9/29/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: FEE SITE INFORMATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9405212640/T0608501511.PDF

Document Type: Site Documents Size : 9,404 KB
Document Date: 9/29/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
107 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map Key Number of
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(mi/ft)
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Type: OTHER REPORT / DOCUMENT Submitted:

Title: REMEDIAL ACTION PERFORMANCE
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5094918310/T0608501511.PDF

Document Type: Monitoring Reports Size : 128 KB
Document Date: 9/24/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: MONITORING REPORT - OTHER Submitted:

Title: RECEIVING WATER MONITORING NPDES
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5838116586/T0608501511.PDF

Document Type: Site Documents Size : 4,840 KB
Document Date: 8/8/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: REMEDIAL ACTION PERFORMANCE SUMMARY
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4636324405/T0608501511.PDF

Document Type: Site Documents Size : 1,197 KB
Document Date: 7/31/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: LAB RESULTS
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8152935922/T0608501511.PDF

Document Type: Site Documents Size : 1,157 KB
Document Date: 7/28/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY DATA REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9350969791/T0608501511.PDF

Document Type: Site Documents Size : 32 KB
Document Date: 7/18/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8954931437/T0608501511.PDF

Document Type: Monitoring Reports Size : 1,905 KB
Document Date: 7/15/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: MONITORING REPORT - OTHER Submitted:

Title: SELF - MONITORING REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8244177699/T0608501511.PDF

Document Type: Site Documents Size : 1,282 KB
Document Date: 4/28/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY DATA REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9098303020/T0608501511.PDF

Document Type: Site Documents Size : 32 KB
Document Date: 4/18/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9008111059/T0608501511.PDF

Document Type: Monitoring Reports Size : 1,759 KB
Document Date: 4/14/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: MONITORING REPORT - QUARTERLY Submitted:

Title: SELF - MONITORING REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8582913339/T0608501511.PDF

Document Type: Monitoring Reports Size : 126 KB
Document Date: 3/10/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
108 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map Key Number of
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Type: MONITORING REPORT - OTHER Submitted:

Title: REQUEST TO WAIVE RECEIVING WATER MONITORING
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2144156336/T0608501511.PDF

Document Type: Site Documents Size : 118 KB
Document Date: 2/27/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: REMEDIAL ACTIVITY STATUS
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6060427188/T0608501511.PDF

Document Type: Site Documents Size : 5,298 KB
Document Date: 2/26/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: REMEDIAL ACTION PERFORMANCE SUMMARY
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3594763636/T0608501511.PDF

Document Type: Site Documents Size : 5,298 KB
Document Date: 2/26/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: REMEDIAL ACTION PERFORMANCE SUMMARY
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1280327856/T0608501511.PDF

Document Type: Site Documents Size : 1,067 KB
Document Date: 1/31/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: MPDS SERVICES INCORPORATED
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1274148046/T0608501511.PDF

Document Type: Monitoring Reports Size : 2,477 KB
Document Date: 1/31/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: MONITORING REPORT - OTHER Submitted:

Title: SELF-MONITORING REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9016573429/T0608501511.PDF

Document Type: Site Documents Size : 1,432 KB
Document Date: 1/31/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: ANNUAL REPORT - 1996
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5550954997/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 1/20/1997 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: WELL INSTALLATION REPORT Submitted:

Title: WELL CONSTRUCTION APPLICATION 01/20/1997
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&document_id=5923742

Document Type: Site Documents Size : 1,506 KB
Document Date:
1/20/1997* Submitted By: ANTEA GROUP REIMBURSEMENT
(CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: SOIL VAPOR EXTRACTION WELL INSTALLATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7368292689/T0608501511.PDF

Document Type: Site Documents Size : 99 KB
Document Date: 1/17/1997* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8520483851/T0608501511.PDF

Document Type: Site Documents Size : 3,673 KB
Document Date: 12/10/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
109 erisinfo.com | Environmental Risk Information Services Order No: 22022400175 Map Key Number of
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Type: OTHER REPORT / DOCUMENT Submitted:

Title: REMEDIAL ACTION PERFORMANCE SUMMARY - AUGUST THROUGH OCTOBER 1996 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1457043588/T0608501511.PDF

Document Type: Monitoring Reports Size : 1,303 KB
Document Date: 11/20/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: MONITORING REPORT - OTHER Submitted:

Title: SELF-MONITORING REPORT- FOURTH QUARTER 1996
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3130236148/T0608501511.PDF

Document Type: Monitoring Reports Size : 1,303 KB
Document Date: 11/20/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: MONITORING REPORT - OTHER Submitted:

Title: SELF-MONITORING REPORT- FOURTH QUARTER 1996
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6277269840/T0608501511.PDF

Document Type: Site Documents Size : 1,404 KB
Document Date: 11/4/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: MPDS SERVICES, INCORPORATED
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9417993366/T0608501511.PDF

Document Type: Site Documents Size : 94 KB
Document Date: 10/18/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2145474374/T0608501511.PDF

Document Type: Site Documents Size : 94 KB
Document Date: 10/18/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6974077701/T0608501511.PDF

Document Type: Monitoring Reports Size : 1,359 KB
Document Date: 10/8/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: MONITORING REPORT - OTHER Submitted:

Title: ADDENDUM TO THIRD QUARTER 1996 NPDES SELF - MONITORING REPORT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5213021337/T0608501511.PDF

Document Type: Site Documents Size : 11,336 KB
Document Date: 9/9/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: REMEDIAL PROGRESS REPORT Submitted:

Title: REMEDIAL ACTION PERFORMANCE SUMMARY
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5964047372/T0608501511.PDF

Document Type: Monitoring Reports Size : 1,350 KB
Document Date: 8/14/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: MONITORING REPORT - OTHER Submitted:

Title: NPDES SELF - MONITORING REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2010412812/T0608501511.PDF

Document Type: Site Documents Size : 978 KB
Document Date: 7/23/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: AUTHORIZATION TO DISCHARGE TREATED GROUNDWATER
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8085534155/T0608501511.PDF

Document Type: Site Documents Size : 975 KB
Document Date: 7/23/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
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Type: OTHER REPORT / DOCUMENT Submitted:

Title: AUTHORIZATION TO DISCHARGE TREATED GROUNDWATER
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9825029850/T0608501511.PDF

Document Type: Site Documents Size : 122 KB
Document Date: 7/19/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1376623988/T0608501511.PDF

Document Type: Site Documents Size : 122 KB
Document Date: 7/19/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: QUARTERLY CONTROL BOARD
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2351854801/T0608501511.PDF

Document Type: Site Documents Size : 168 KB
Document Date: 7/3/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8825411319/T0608501511.PDF

Document Type: Site Documents Size : 48 KB
Document Date: 6/24/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: OPERATORS OF GROUNDWATER-PRODUCING FACILITIES
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1378054141/T0608501511.PDF

Document Type: Site Documents Size : 5,637 KB
Document Date: 6/5/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: REMEDIAL ACTION COMPLETE Submitted:

Title: REMEDIAL ACTION PERFORMANCE SUMMARY
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8290182948/T0608501511.PDF

Document Type: Site Documents Size : 3,763 KB
Document Date: 6/3/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: NPDES PERMIT RENEWAL APPLICATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9645758509/T0608501511.PDF

Document Type: Site Documents Size : 2,833 KB
Document Date: 5/22/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: NPDES PERMIT RENEWAL APPLICATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5137850284/T0608501511.PDF

Document Type: Site Documents Size : 151 KB
Document Date: 5/16/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER WORKPLAN Submitted:

Title: OXYGEN RELEASE COMPOUND INSTALLATION WORK PLAN
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9029719471/T0608501511.PDF

Document Type: Site Documents Size : 2,633 KB
Document Date: 5/14/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: UNOCAL
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6730069100/T0608501511.PDF

Document Type: Site Documents Size : 2,817 KB
Document Date: 4/24/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
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Type: EMAIL CORRESPONDENCE Submitted:

Title: MPDS, SERVICE INCORPORATED
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7988167822/T0608501511.PDF

Document Type: Site Documents Size : 109 KB
Document Date: 4/19/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: QUARTERLY SUMMARY REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5011807382/T0608501511.PDF

Document Type: Site Documents Size : 891 KB
Document Date: 3/27/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: BAY AREA AIR QUALITY MANAGEMENT DISTRICT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1489565372/T0608501511.PDF

Document Type: Site Documents Size : 77 KB
Document Date: 3/26/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: UNOCAL
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1978234350/T0608501511.PDF

Document Type: Site Documents Size : 2,108 KB
Document Date: 3/5/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: UNOCAL CORPORATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1665914714/T0608501511.PDF

Document Type: Site Documents Size : 1,249 KB
Document Date: 2/29/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: UNOCAL CERTT CRRS CONTRACTOR INVOICE CODING FORM Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8585989832/T0608501511.PDF

Document Type: Site Documents Size : 1,740 KB
Document Date: 2/14/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: SELF-MONITORING REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1132784366/T0608501511.PDF

Document Type: Site Documents Size : 3,865 KB
Document Date: 1/31/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: UNOCAL CERT CRRS CONTRACTOR INVOICE CODING FORM
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8348155140/T0608501511.PDF

Document Type: Site Documents Size : 1,989 KB
Document Date: 1/30/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: QUARTERLY DATA REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3291512548/T0608501511.PDF

Document Type: Site Documents Size : 3,203 KB
Document Date: 1/29/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: ANNUAL REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1334023535/T0608501511.PDF

Document Type: Site Documents Size : 15,069 KB
Document Date: 1/28/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
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Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY REMEDIAL PERFORMANCE
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8287819921/T0608501511.PDF

Document Type: Site Documents Size : 157 KB
Document Date: 1/23/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: RE-EVALUATION OF SITE REMEDIAL STRATEGY
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1555620670/T0608501511.PDF

Document Type: Site Documents Size : 122 KB
Document Date: 1/18/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: REGIONAL WATER QUALITY CONTROL BOARD
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9761526942/T0608501511.PDF

Document Type: Site Documents Size : 3,146 KB
Document Date: 1/12/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: UNOCAL
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7293969213/T0608501511.PDF

Document Type: Site Documents Size : 78 KB
Document Date: 1/1/1996* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9009594857/T0608501511.PDF

Document Type: Site Documents Size : 1,261 KB
Document Date: 12/8/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: UNOCAL
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7780005335/T0608501511.PDF

Document Type: Site Documents Size : 18,684 KB
Document Date: 12/7/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY REMEDIAL PERFORMANCE SUMMARY
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2103890478/T0608501511.PDF

Document Type: Site Documents Size : 1,571 KB
Document Date: 11/28/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: SOIL VAPOR EXTRACTION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4623720169/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 11/28/1995 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: OTHER REPORT / DOCUMENT Submitted:

Title: ESI/DAR (START UP REPORTS) 11/28/1995
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&document_id=5923693

Document Type:

Site Documents Size : 1,010 KB
Document Date: 11/14/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: PROJECT 310-018.5B
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9730187475/T0608501511.PDF

Document Type: Site Documents Size : 3,592 KB
Document Date: 11/7/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
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Type: EMAIL CORRESPONDENCE Submitted:

Title: MPDS SERVICE, INCORPORATED
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6286882877/T0608501511.PDF

Document Type: Site Documents Size : 345 KB
Document Date: 10/26/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: BAYAREA AIR QUALITY MANAGEMENT DISTRICT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8479579091/T0608501511.PDF

Document Type: Site Documents Size : 92 KB
Document Date: 10/20/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: PERMIT APPLICATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1103888392/T0608501511.PDF

Document Type: Site Documents Size : 104 KB
Document Date: 10/13/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: REGIONAL WATER QUALITY CONTROL BOARD
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5464556217/T0608501511.PDF

Document Type: Monitoring Reports Size : 1,725 KB
Document Date: 10/11/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: MONITORING REPORT - OTHER Submitted:

Title: NPDES SELF-MONITORING REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8361319422/T0608501511.PDF

Document Type: Monitoring Reports Size : 1,276 KB
Document Date: 9/14/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: MONITORING REPORT - OTHER Submitted:

Title: SELF-MONITORING REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8225695133/T0608501511.PDF

Document Type: Site Documents Size : 147 KB
Document Date: 8/15/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: UST LOCAL OVERSIGHT PROGRAM
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1827357411/T0608501511.PDF

Document Type: Monitoring Reports Size : 1,920 KB
Document Date: 8/14/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: MONITORING REPORT - OTHER Submitted:

Title: SELF-MONITORING REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6669032216/T0608501511.PDF

Document Type: Site Documents Size : 1,619 KB
Document Date: 8/3/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: MPDS SERIVCES, INCORPORATED
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5341784000/T0608501511.PDF

Document Type: Site Documents Size : 111 KB
Document Date: 7/18/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: PROJECT 310-018.1A
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3570181727/T0608501511.PDF

Document Type: Site Documents Size :

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Type: NPDES / WDR REPORTS Submitted:

Title: NPDES MISCELLANEOUS REPORTS 06/27/1995 - 07/14/1998 Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&document_id=5923726

Document Type: Site Documents Size : 2,474 KB
Document Date: 6/27/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: POLLUTANT DISCHARGE ELIMINATION SYSTEM
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2967827856/T0608501511.PDF

Document Type: Site Documents Size : 504 KB
Document Date: 6/27/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: UNOCAL
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6344338476/T0608501511.PDF

Document Type: Site Documents Size : 103 KB
Document Date: 4/20/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: REMEDIAL SYSTEM CONSTRUCTION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6967812597/T0608501511.PDF

Document Type: Site Documents Size : 178 KB
Document Date: 4/20/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: GWET SYSTEM EQUIPMENT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4171105444/T0608501511.PDF

Document Type: Site Documents Size : 241 KB
Document Date: 4/20/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: MEMORANDUM
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5596581518/T0608501511.PDF

Document Type: Site Documents Size : 96 KB
Document Date: 4/20/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: MEMORANDUM
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3642473697/T0608501511.PDF

Document Type: Site Documents Size : 129 KB
Document Date: 4/19/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4655512928/T0608501511.PDF

Document Type: Site Documents Size : 2,353 KB
Document Date: 4/12/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: MPDS SERVICES, INCORPORATED
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1804816126/T0608501511.PDF

Document Type: Site Documents Size : 96 KB
Document Date: 2/28/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: STATUS OF WORK
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9574154794/T0608501511.PDF

Document Type: Site Documents Size : 1,425 KB
Document Date: 1/19/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
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Title: MPDS SERVICES, INCORPORATED
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4108312785/T0608501511.PDF

Document Type: Site Documents Size : 143 KB
Document Date: 1/18/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2416906952/T0608501511.PDF

Document Type: Monitoring Reports Size : 17,038 KB
Document Date: 1/12/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: MONITORING REPORT - QUARTERLY Submitted:

Title: QUARTERLY MONITORING AND SAMPLING REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2442242562/T0608501511.PDF

Document Type: Site Documents Size : 102 KB
Document Date: 1/2/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: STATUS OF WORK
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4608993768/T0608501511.PDF

Document Type: Site Documents Size : 146 KB
Document Date: 1/1/1995* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: CONSTRUCTION SERVICES SUMMARY
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6197344303/T0608501511.PDF

Document Type: Site Documents Size : 64 KB
Document Date: 12/14/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: NATURAL GAS SERVICE
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2267834603/T0608501511.PDF

Document Type: Site Documents Size : 673 KB
Document Date: 11/30/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: FAX
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8052823007/T0608501511.PDF

Document Type: Site Documents Size : 411 KB
Document Date: 11/28/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: AUTHORITY FOR EXPENDITURE
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8224785864/T0608501511.PDF

Document Type: Site Documents Size : 537 KB
Document Date: 11/28/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: AUTHORITY OF EXPENDITURES
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1790230810/T0608501511.PDF

Document Type: Site Documents Size : 692 KB
Document Date: 11/15/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: CERTIFICATE OF INSURANCE
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4949074804/T0608501511.PDF

Document Type: Site Documents Size : 97 KB
Document Date: 11/14/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
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Type: OTHER REPORT / DOCUMENT Submitted:

Title: AUTHORIZATION TO DISCHARGE TREATED GROUNDWATER
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9569732904/T0608501511.PDF

Document Type: Site Documents Size : 160 KB
Document Date: 11/14/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: AUTHORIZATION TO DISCHARGE TREATED GROUNDWATER 2 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9005392909/T0608501511.PDF

Document Type: Site Documents Size : 3,197 KB
Document Date: 11/14/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: GENERAL WASTE DISCHARGE REQUIREMENTS FOR DISCHARGE OF EXTRACTED AND TREATED

GROUNDWATER RESULTING FROM THE CLEANUP OF GROUNDWATER POLLUTED BY VOLATILE

ORGANIC COMPOUNDS
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3162096500/T0608501511.PDF

Document Type:

Site Documents Size : 434 KB
Document Date: 11/9/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: PACIFIC WAS CONTRACTED
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6587084293/T0608501511.PDF

Document Type: Site Documents Size : 453 KB
Document Date: 11/9/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: RESPONSE TO OUR PHONE CONVERSATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5151327311/T0608501511.PDF

Document Type: Site Documents Size : 437 KB
Document Date: 10/31/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: INSTALLATION SOIL VAPOR EXTRACTION AND TREATMENT SYSTEM AT THE SITE Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4124550879/T0608501511.PDF

Document Type: Site Documents Size : 5,902 KB
Document Date: 10/26/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: RESPONSE TO COMMENTS REGARDING NPDES PERMIT APPLICATION Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6626241862/T0608501511.PDF

Document Type: Site Documents Size : 94 KB
Document Date: 10/17/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: INTERIM WATER SERVICE AGREEMENT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1445089519/T0608501511.PDF

Document Type: Site Documents Size : 2,941 KB
Document Date: 10/10/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: MPDS SERVICES, INCORPORATED
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9210946142/T0608501511.PDF

Document Type: Site Documents Size : 464 KB
Document Date: 9/30/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: REMEDY IN PLACE Submitted:

Title: DRAFT REMEDIAL SYSTEM DESIGN PLANS
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8528505802/T0608501511.PDF

Document Type: Site Documents Size : 42,378 KB
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Document Date: 9/14/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: FEE SITE INFORMATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6348183691/T0608501511.PDF

Document Type: Site Documents Size : 1,170 KB
Document Date: 8/19/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: PERMIT APPLICATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7053616464/T0608501511.PDF

Document Type: Site Documents Size : 5,100 KB
Document Date: 8/19/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: PERMIT APPLICATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6675386905/T0608501511.PDF

Document Type: Site Documents Size : 3,944 KB
Document Date: 8/19/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: PERMIT APPLICATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1962716162/T0608501511.PDF

Document Type: Site Documents Size : 125 KB
Document Date: 7/18/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: QUARTERLY SUMMARY REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5288306117/T0608501511.PDF

Document Type: Site Documents Size : 1,309 KB
Document Date: 7/18/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: QUARTERLY DATA REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5367189884/T0608501511.PDF

Document Type: Site Documents Size : 1,289 KB
Document Date: 6/10/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: PROJECT 310-018.1A
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7613534033/T0608501511.PDF

Document Type: Site Documents Size : 151 KB
Document Date: 4/14/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: QUARTERLY SUMMARY REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6157069325/T0608501511.PDF

Document Type: Site Documents Size : 2,207 KB
Document Date: 4/12/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY DATA REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2005804240/T0608501511.PDF

Document Type: Site Documents Size : 1,606 KB
Document Date: 1/27/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY DATA REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5275341928/T0608501511.PDF

Document Type: Site Documents Size : 3,896 KB
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Document Date: 1/25/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: TANK REMOVAL REPORT / UST SAMPLING
REPORT
Submitted:

Title: UNDERGROUND FUEL STORAGE TANK REMOVAL
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5907357275/T0608501511.PDF

Document Type:

Site Documents Size : 505 KB
Document Date: 1/25/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: BALCH PETROLEUM - MEMORANDUM
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4951134741/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 1/25/1994 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: TANK REMOVAL REPORT / UST SAMPLING
REPORT
Submitted:

Title: TANK REMOVAL REPORT 01/25/1994
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&document_id=5923740

Document Type: Site Documents Size : 19,176 KB
Document Date: 1/25/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: TANK REMOVAL REPORT / UST SAMPLING
REPORT
Submitted:

Title: UNDERGROUND FUEL STORAGE TANK REMOVAL
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2068596899/T0608501511.PDF

Document Type:

Site Documents Size : 3,881 KB
Document Date: 1/17/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: CERTIFICATE OF REACTIVATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3776862025/T0608501511.PDF

Document Type: Site Documents Size : 157 KB
Document Date: 1/14/1994* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: PROJECT 310-18.05
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5690069377/T0608501511.PDF

Document Type: Site Documents Size : 168 KB
Document Date: 11/30/1993* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: BALCH PETROLEUM
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4503552377/T0608501511.PDF

Document Type: Site Documents Size : 94 KB
Document Date: 11/19/1993* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: PERMIT #095808 EXPIRED OF FAILURE TO CALL FOR INSPECTION Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1488629281/T0608501511.PDF

Document Type: Site Documents Size : 1,327 KB
Document Date: 11/18/1993* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY REPORT - THIRD QUARTER 1993
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4950121402/T0608501511.PDF

Document Type: Site Documents Size : 492 KB
Document Date: 11/18/1993* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: OFF - SITE SOURCE
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Document Type: Site Documents Size :

Document Date: 11/18/1993 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: PRELIMINARY SITE ASSESSMENT REPORT Submitted:

Title: PRELIMINARY SITE ASSESSMENT REPORT 11/18/1993
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&document_id=5923729

Document Type: Site Documents Size : 492 KB
Document Date: 11/18/1993* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: OFF - SITE SOURCE
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7282158911/T0608501511.PDF

Document Type: Site Documents Size : 488 KB
Document Date: 11/18/1993* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: OFF-SITE SOURCE
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2311148524/T0608501511.PDF

Document Type: Site Documents Size : 492 KB
Document Date: 11/18/1993* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: OFF - SITE SOURCE
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7463681161/T0608501511.PDF

Document Type: Site Documents Size : 95 KB
Document Date: 10/13/1993* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4217139124/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 10/13/1993 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: OTHER REPORT / DOCUMENT Submitted:

Title: STATUS REPORT 10/13/1993 - 09/12/2013
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&document_id=5923736

Document Type: Monitoring Reports Size : 118 KB
Document Date: 9/30/1993* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: MONITORING REPORT - OTHER Submitted:

Title: MONITORING AND SAMPLING
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1991228580/T0608501511.PDF

Document Type: Site Documents Size : 2,885 KB
Document Date: 8/4/1993* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY REPORT - SECOND QUARTER 1993
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4146689295/T0608501511.PDF

Document Type: Site Documents Size : 566 KB
Document Date: 7/28/1993* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: REMEDY IN PLACE Submitted:

Title: PROVIDING REMEDIAL SERVICES TO ADDRESS PETROLEUM HYDROCARBON IMPACT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5723970890/T0608501511.PDF

Document Type: Site Documents Size : 55 KB
Document Date: 7/14/1993* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARERLY SUMMARY REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4909060001/T0608501511.PDF

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Document Type: Site Documents Size : 529 KB
Document Date: 6/8/1993* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: FACSIMILE TRANSMITTAL
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7257412850/T0608501511.PDF

Document Type: Site Documents Size : 6,935 KB
Document Date: 5/14/1993* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: VOLUMR II DRAFT INDIVIDUAL PROPERTY SOIL INVESTIGATION REPORTS Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4712542057/T0608501511.PDF

Document Type: Site Documents Size : 1,231 KB
Document Date: 4/28/1993* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: SOIL VAPOR EXTRACTION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2376986026/T0608501511.PDF

Document Type: Site Documents Size : 1,231 KB
Document Date: 4/28/1993* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: SOIL VAPOR EXTRACTION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2634201288/T0608501511.PDF

Document Type: Site Documents Size :

Document Date: 4/28/1993 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: CAP/RAP - FEASIBILITY STUDY REPORT Submitted:

Title: FEASIBILITY STUDY 04/28/1993
Title Link: https://geotracker.waterboards.ca.gov/view_documents?global_id=T0608501511&document_id=5923694

Document Type:

Site Documents Size : 296 KB
Document Date: 4/14/1993* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: FIRST QUARTER 1993 QUARTERLY SUMMARY REPORT FOR UNOCAL SERVICE Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4377511084/T0608501511.PDF

Document Type: Monitoring Reports Size : 3,543 KB
Document Date: 4/13/1993* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: MONITORING REPORT - QUARTERLY Submitted:

Title: FIRST QUARTER 1993 GROUNDWATER MONITORING AND SAMPLING EVENT FOR THE SITE

REFERENCED ABOVE
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9205590307/T0608501511.PDF

Document Type: Site Documents Size : 34 KB
Document Date:
4/13/1993* Submitted By: ANTEA GROUP REIMBURSEMENT
(CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4087609350/T0608501511.PDF

Document Type: Site Documents Size : 183 KB
Document Date: 3/22/1993* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: PHOTO COPY OF THE UPDATED UNOCAL CORPORATION APPROVED Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9273156225/T0608501511.PDF

Document Type: Site Documents Size : 274 KB
Document Date: 3/18/1993* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORTS 2 QUARTER
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7052269995/T0608501511.PDF

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Document Type: Site Documents Size : 4,435 KB
Document Date: 3/9/1993* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: FOURTH QUARTER 1992 GROUNDWATER MONITORING
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8011736392/T0608501511.PDF

Document Type: Site Documents Size : 274 KB
Document Date: 2/16/1993* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: PHOTO COPY OF THE UNOCAL CORPORATION APPROVED
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7220745980/T0608501511.PDF

Document Type: Site Documents Size : 725 KB
Document Date: 1/29/1993* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: ACCESS PERMISSION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5658050775/T0608501511.PDF

Document Type: Site Documents Size : 55 KB
Document Date: 1/15/1993* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORTS
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4955420374/T0608501511.PDF

Document Type: Site Documents Size : 82 KB
Document Date: 1/15/1993* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORTS
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3319475650/T0608501511.PDF

Document Type: Site Documents Size : 356 KB
Document Date: 11/11/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: OFF-SITE ACCESS REQUEST
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8735403895/T0608501511.PDF

Document Type: Site Documents Size : 6,053 KB
Document Date: 10/26/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: SITE ASSESSMENT REPORT Submitted:

Title: SITE ASSESSMENT 2
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6606774389/T0608501511.PDF

Document Type: Site Documents Size : 2,296 KB
Document Date: 10/26/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: SITE ASSESSMENT REPORT Submitted:

Title: SITE ASSESSMENT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1470888614/T0608501511.PDF

Document Type: Site Documents Size : 7,941 KB
Document Date: 10/26/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: SITE ASSESSMENT REPORT Submitted:

Title: SITE ASSESSMENT REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2879843354/T0608501511.PDF

Document Type: Site Documents Size : 3,432 KB
Document Date: 10/26/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: SITE ASSESSMENT REPORT Submitted:

Title: SITE ASSESSMENT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7199185311/T0608501511.PDF

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Document Type: Site Documents Size : 194 KB
Document Date: 10/15/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORTS
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9270906925/T0608501511.PDF

Document Type: Site Documents Size : 63 KB
Document Date: 10/15/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORTS
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9959664404/T0608501511.PDF

Document Type: Site Documents Size : 115 KB
Document Date: 10/5/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: SITE INVESTIGATION WORKPLAN Submitted:

Title: INFORM TO PERFORM A SOIL VAPOR EXTRACTION PILOT TEST Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9916491031/T0608501511.PDF

Document Type: Site Documents Size : 57 KB
Document Date: 8/14/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORTS
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1500551700/T0608501511.PDF

Document Type: Site Documents Size : 6,505 KB
Document Date: 7/31/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: WELL COMPLETION REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4880220890/T0608501511.PDF

Document Type: Site Documents Size : 70 KB
Document Date: 7/29/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: CONSENT TO INSTALL SEVEN ON-SITE GROUNDWATER MONITORING WELLS Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8414574682/T0608501511.PDF

Document Type: Site Documents Size : 165 KB
Document Date: 7/24/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: SOIL VAPOR INTRUSION INVESTIGATION

WORKPLAN
Submitted:

Title: REMEDIAL INSTIGATION REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2496789038/T0608501511.PDF

Document Type:

Site Documents Size : 67 KB
Document Date: 7/21/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: SITE INVESTIGATION WORKPLAN Submitted:

Title: FUEL LEAK INVESTIGATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6370156347/T0608501511.PDF

Document Type: Monitoring Reports Size : 2,576 KB
Document Date: 7/17/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: MONITORING REPORT - QUARTERLY Submitted:

Title: QUARTERLY GROUNDWATER MONITORING
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2743673503/T0608501511.PDF

Document Type: Site Documents Size : 428 KB
Document Date: 6/30/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: ENROACHMENT REQUEST
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Document Type: Site Documents Size : 4,999 KB
Document Date: 6/29/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: SITE ASSESSMENT REPORT Submitted:

Title: SITE ASSESSMENT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7313910365/T0608501511.PDF

Document Type: Site Documents Size : 1,722 KB
Document Date: 6/29/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: SITE ASSESSMENT REPORT Submitted:

Title: SITE ASSESSMENT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8018602848/T0608501511.PDF

Document Type: Site Documents Size : 138 KB
Document Date: 6/15/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: REQUESTING ALL CORRESPONDENCE
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3874969720/T0608501511.PDF

Document Type: Site Documents Size : 65 KB
Document Date: 5/29/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: SITE INVESTIGATION WORKPLAN Submitted:

Title: FUEL LEAK INVESTIGATION
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3207689762/T0608501511.PDF

Document Type: Site Documents Size : 65 KB
Document Date: 5/29/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: REQUEST AN INVESTIGATION REPORT WILL BE SUBMITTED BY JUNE 19, 1992 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1771914005/T0608501511.PDF

Document Type: Site Documents Size : 995 KB
Document Date: 5/28/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: PHASE I ENVIRONMENTAL SITE ASSESSMENT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4429662883/T0608501511.PDF

Document Type: Site Documents Size : 2,022 KB
Document Date: 5/28/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: PHASE I ENVIRONMENTAL SITE ASSESSMENT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9956041812/T0608501511.PDF

Document Type: Site Documents Size : 2,022 KB
Document Date: 5/28/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: PHASE I ENVIRONMENTAL SITE ASSESSMENT (2)
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9602563679/T0608501511.PDF

Document Type: Site Documents Size : 269 KB
Document Date: 5/14/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: EMAIL CORRESPONDENCE Submitted:

Title: RESPONSE TO VARIOUS NOTICES
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2838137149/T0608501511.PDF

Document Type: Site Documents Size : 1,655 KB
Document Date: 4/2/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: PROJECT REVIEW
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Document Type: Site Documents Size : 52 KB
Document Date: 3/30/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORTS
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4454690039/T0608501511.PDF

Document Type: Monitoring Reports Size : 2,680 KB
Document Date: 2/12/1992* Submitted By: ANTEA GROUP REIMBURSEMENT (CONTRACTOR)
Type: MONITORING REPORT - QUARTERLY Submitted:

Title: QUARTERLY GROUNDWATER MONITORING PROGRAM
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Type: OTHER REPORT / DOCUMENT Submitted:

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Document Type: Site Documents Size : 506 KB
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Type: OTHER REPORT / DOCUMENT Submitted:

Title: FIELD WORK TO BE CONDUCTED
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Type: OTHER REPORT / DOCUMENT Submitted:

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Type: OTHER REPORT / DOCUMENT Submitted:

Title: QUARTERLY SUMMARY REPORT
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Document Type: Monitoring Reports Size : 829 KB
Document Date: 12/27/1991 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 12/27/1991 - 11/24/2004 -
Title Link: https://geotracker.waterboards.ca.gov/regulators/deliverable_documents/6506163656/GWM%5FR%5F1994% 2D04%2D29%2Epdf

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Document Date: 12/27/1991 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 12/27/1991 - 11/24/2004 -
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Title: GW MONITORING REPORT 12/27/1991 - 11/24/2004 -
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Title: GW MONITORING REPORT 12/27/1991 - 11/24/2004 -
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Document Date: 12/27/1991 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 12/27/1991 - 11/24/2004 -
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Title: GW MONITORING REPORT 12/27/1991 - 11/24/2004 -
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Title: GW MONITORING REPORT 12/27/1991 - 11/24/2004 -
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Title: GW MONITORING REPORT 12/27/1991 - 11/24/2004 -
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Title: GW MONITORING REPORT 12/27/1991 - 11/24/2004 -
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Title: GW MONITORING REPORT 12/27/1991 - 11/24/2004 -
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Title: GW MONITORING REPORT 12/27/1991 - 11/24/2004 -
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Title: GW MONITORING REPORT 12/27/1991 - 11/24/2004 -
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Document Type: Monitoring Reports Size : 707 KB
Document Date: 12/27/1991 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

Title: GW MONITORING REPORT 12/27/1991 - 11/24/2004 -
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Title: GW MONITORING REPORT 12/27/1991 - 11/24/2004 -
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Title: GW MONITORING REPORT 12/27/1991 - 11/24/2004 -
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Title: GW MONITORING REPORT 12/27/1991 - 11/24/2004 -
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Title: GW MONITORING REPORT 12/27/1991 - 11/24/2004 -
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Document Type: Monitoring Reports Size : 640 KB
Document Date: 12/27/1991 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

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Document Date: 12/27/1991 Submitted By: MICHAEL SCHUSTER (REGULATOR) Type: MONITORING REPORT - QUARTERLY Submitted:

City Council and Authorities ConcurrentAugust 29, 2023

City Council and Authorities Concurrent
August 29, 2023