below-grade parking level with a finished floor at a depth of about 15 feet below existing grades (bgs).
Based on the results of our field investigation, laboratory testing, and engineering analyses, we conclude there are no major geotechnical or geological issues that would preclude development of the site as planned. The primary geotechnical concerns affecting the proposed development include: 1) relatively shallow groundwater relative to the proposed building foundation levels and excavation depth, and 2) providing suitable lateral support and dewatering for the proposed excavation, while minimizing impacts to the surrounding improvements, including the nearby Caltrain tracks.
Provided the estimated total and differential settlements presented in our report are acceptable, we conclude the proposed building may be supported on a stiffened mat foundation that is underlain by waterproofing and designed to resist hydrostatic uplift pressures.
Our report contains specific recommendations regarding earthwork and grading, foundation design, excavation shoring, dewatering, and other geotechnical issues. The recommendations contained in our report are based on limited subsurface exploration.
Consequently, variations between expected and actual soil conditions may be found in localized areas during construction. Therefore, we should be engaged to observe foundation and shoring installation, as well as grading and fill placement, during which time we may make changes in our recommendations, if deemed necessary.
We appreciate the opportunity to provide our services to you on this project. If you have any questions, please call.
Sincerely,
ROCKRIDGE GEOTECHNICAL, INC.
Timothy J. Forrest, P.E. Logan D. Medeiros, P.E., G.E.
Project Engineer Principal Engineer
Enclosure
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TABLE OF CONTENTS
1.0 INTRODUCTION ...............................................................................................................1
2.0 SCOPE OF SERVICES .......................................................................................................2
3.0 FIELD INVESTIGATIONS AND LABORATORY TESTING ........................................3
3.1 Geotechnical Borings...............................................................................................3
3.2 Laboratory Testing...................................................................................................4
4.0 SITE AND SUBSURFACE CONDITIONS .......................................................................5
4.1 Site Conditions.........................................................................................................5
4.2 Subsurface Conditions.............................................................................................5
4.3 Groundwater ............................................................................................................6
5.0 SEISMIC CONSIDERATIONS ..........................................................................................7
5.1 Regional Seismicity and Faulting ............................................................................7
5.2 Seismic Hazards.....................................................................................................10
5.2.1 Ground Shaking .........................................................................................10
5.2.2 Fault Rupture .............................................................................................10
5.2.3 Liquefaction and Associated Hazards........................................................11
5.2.4 Cyclic Densification...................................................................................11
6.0 DISCUSSION AND CONCLUSIONS .............................................................................12
6.1 Groundwater ..........................................................................................................12
6.2 Foundations and Settlement...................................................................................13
6.3 Construction Considerations..................................................................................13
6.3.1 Excavation..................................................................................................13
6.3.2 Excavation Support....................................................................................14
6.3.3 Excavation Dewatering..............................................................................17
6.4 Soil Corrosivity......................................................................................................18
7.0 RECOMMENDATIONS...................................................................................................19
7.1 Site Preparation, Excavation, and Fill Placement..................................................19
7.1.1 Soil Subgrade Stabilization........................................................................22
7.1.2 Select Fill ...................................................................................................24
7.1.3 Exterior Flatwork Subgrade Preparation ...................................................25
7.1.4 Utility Trench Backfill...............................................................................25
7.1.5 Drainage and Landscaping.........................................................................26
7.2 Foundation Design .................................................................................................26
7.2.1 Mat Foundation..........................................................................................27
7.2.2 Tiedown Anchors.......................................................................................28
7.3 Permanent Below-Grade Walls..............................................................................30
7.4 Excavation Shoring................................................................................................31 1732 of 11211
7.4.1 Design Lateral Earth and Water Pressures.................................................32
7.4.2 Soil-Cement Mix (SMX) Shoring..............................................................32
7.4.3 Tiebacks.....................................................................................................33
7.4.4 Construction Monitoring............................................................................35
7.5 Pavement Design ...................................................................................................36
7.5.1 Flexible (Asphalt Concrete) Pavement Design..........................................36
7.5.2 Rigid (Portland Cement Concrete) Pavement............................................37
7.6 Seismic Design.......................................................................................................38
8.0 ADDITIONAL GEOTECHNICAL SERVICES...............................................................39
9.0 LIMITATIONS..................................................................................................................39
REFERENCES
FIGURES
APPENDIX A – Logs of Borings by Rockridge Geotechnical
APPENDIX B – Laboratory Test Results
APPENDIX C – Log of Boring by Others
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LIST OF FIGURES
Figure 1 Site Location Map
Figure 2 Site Plan
Figure 3 Regional Geologic Map
Figure 4 Regional Fault Map
Figure 5 Earthquake Zones of Required Investigation Map Figure 6 Design Parameters for Soldier Pile-And-Lagging Temporary Shoring System with One Row of
Tiebacks and Active Dewatering
Figure 7 Design Parameters for Temporary Anchored CutOff Wall Shoring System with One Row of Tiebacks and Passive Dewatering
APPENDIX A
Figures A-1 Logs of Borings B-1 and B-2
and A-2
Figure A-3 Classification Chart
APPENDIX B
Figure B-1 Plasticity Chart
Figure B-2 Particle Size Distribution Report
Figure B-3 Soil Corrosivity Test Results
APPENDIX C
Log of Boring EB-1 by Others
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FINAL GEOTECHNICAL INVESTIGATION
PROPOSED MIXED-USE DEVELOPMENT
401-445 S. B STREET
San Mateo, California
1.0 INTRODUCTION
This report presents the results of the final geotechnical investigation performed by Rockridge Geotechnical, Inc. for the proposed mixed-use development to be constructed at 401 through 445 S. B Street and the 4th and Railroad Lot (existing public parking lot) in San Mateo, California.
The project site consists of six contiguous parcels encompassing a total of about 1.2 acres on the block bordered by S. B Street to the southwest, E. 4th Avenue to the northwest, S. Railroad Avenue to the northeast, and E. 5th Avenue to the southeast, as shown on the Site Location Map, Figure 1. The combined parcels are rectangular shaped and have maximum plan dimensions of about 220 by 230 feet as shown on the Site Plan, Figure 2. The parcels are currently occupied by one- to two-story commercial buildings, asphalt parking areas, and landscaped areas. We previously performed a preliminary geotechnical paper study for the site, the results of which were presented in our report dated July 29, 2021.
Current development plans1include demolishing the existing buildings and parking lot at the site and constructing a seven-story above grade affordable housing building at the northern corner of the site and a five-story office building in the remainder of the site. The affordable housing building will be rectangular-shaped with maximum plan dimensions of approximately 110 feet by 120 feet and will consist of five levels of wood-framed construction over a two-level concrete podium. The office building will be L-shaped with maximum plan dimensions of approximately 110 feet by 220 feet and will consist of mass timber construction. Both buildings will be constructed over a single below-grade parking level with a finished floor at a depth of about 15 feet below existing grades (bgs). Based on our discussion with DCI, the project structural engineer for the office building, we understand the proposed office building will have estimated 1 Planning Application Submission for Bespoke, 401-445 S B Street, San Mateo, CA 94401 and Planning Application Submission for 4th & Railroad, 307 E 4th Avenue, San Mateo, CA 94401 by RMW Architecture Interiors, dated January 31, 2022
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column loads of about 1,000 kips (dead-plus-live condition). The structural loads for the affordable housing building were not available during preparation of this report.
2.0 SCOPE OF SERVICES
We previously performed a preliminary geotechnical “paper” study for the 407-445 S. B Street portion of the site during a due diligence evaluation period, which consisted of reviewing existing subsurface data for the site vicinity, geologic maps, earthquake hazard maps, and regional historic groundwater data and performing limited engineering analyses to develop preliminary conclusions and recommendations regarding the geotechnical aspects of the project.
The results of our preliminary study were presented in our letter report dated July 29, 2021.
Our final geotechnical investigation for the site was performed in accordance with our proposal dated October 26, 2021. Our scope of work consisted of evaluating subsurface conditions at the site by drilling two exploratory borings, performing laboratory testing on select soil samples, and performing engineering analyses to develop final conclusions and recommendations regarding:
• the most appropriate foundation type(s) for the proposed building • design criteria for the recommended foundation type(s), including vertical and lateral capacities
• estimates of static and seismically-induced foundation settlement • design ground water level
• site seismicity and seismic hazards, including the potential for liquefaction and liquefaction-induced ground failure
• lateral earth pressures for design of permanent below-grade walls • temporary cut slopes and excavation shoring
• excavation dewatering
• site grading and excavation, including criteria for fill quality and compaction • subgrade preparation for floor slabs, pavements, and exterior concrete flatwork • soil corrosivity
• 2022 California Building Code (CBC) site class and mapped design spectral response acceleration parameters
• construction considerations.
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3.0 FIELD INVESTIGATIONS AND LABORATORY TESTING
We explored the subsurface conditions at the site by drilling two exploratory borings, designated B-1 and B-2, at the approximate locations shown on the attached Site Plan, Figure 2. Prior to drilling borings, we filed drilling notification forms with San Mateo County Environmental Health (SMCEH) and contacted Underground Service Alert (USA) to notify them of our work, as required by law. We also retained C. Cruz Sub-Surface Locators, a private utility locator, to check that the boring locations were clear of underground utilities. Details of our field exploration are described in the remainder of this section.
3.1 Geotechnical Borings
Two test borings, designated as B-1 and B-2, were drilled on January 17, 2022 by Exploration GeoServices of San Jose, California at the approximate locations shown on Figure 2. The borings were each drilled to a depth of about 50 feet bgs using a Mobile B-61 drill rig equipped with eight-inch-outside-diameter hollow-stem augers. During drilling, our field engineer logged the soil encountered and obtained representative samples for visual classification and laboratory testing. Boring logs were developed based on laboratory test data and the conditions recorded on the field logs and are presented on Figures A-1 through A-2 in Appendix A. The soil encountered in the borings was classified in accordance with the classification chart shown on Figure A-3.
Soil samples were obtained using the following samplers:
• Modified California (MC) split-barrel sampler with a 3.0-inch outside diameter and 2.5- inch inside diameter, lined with 2.43-inch inside diameter brass or stainless steel tubes. • Standard Penetration Test (SPT) split-barrel sampler with a 2.0-inch outside and 1.5-inch inside diameter; the sampler can accommodate liners, but liners were not used.
The MC and SPT samplers were driven with a 140-pound, down-hole safety hammer falling about 30 inches per drop. The samplers were driven up to 18 inches and the hammer blows required to drive the samplers were recorded every six inches and are presented on the boring logs. A “blow count” is defined as the number of hammer blows per six inches of penetration or 1737 of 11211
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50 blows for six inches or less of penetration. The blow counts required to drive the MC and SPT samplers were converted to approximate SPT N-values using factors of 0.63 and 1.08, respectively, to account for sampler type, approximate hammer energy (previously measured by drilling subcontractor), and the fact that the SPT sampler was designed to accommodate liners, but liners were not used. The blow counts used for this conversion were: (1) the last two blow counts if the sampler was driven more than 12 inches, (2) the last one blow count if the sampler was driven more than six inches but less than 12 inches, and (3) the only blow count if the sampler was driven six inches or less. The converted SPT N-values are presented on the boring logs.
The groundwater level prior to backfilling with cement grout was measured and recorded on the boring logs.
Upon completion of drilling, the boreholes were backfilled with cement grout in accordance with SMCEH requirements and the pavement was patched with quick-set concrete. Upon completion of drilling, the soil cuttings from the borings were placed in 55-gallon drums and temporarily stored on site. Laboratory analytical testing was performed on representative samples of the drum contents. The test results indicated the material was non-hazardous and the drums were removed from the site and disposed of at a landfill.
3.2 Laboratory Testing
Geotechnical laboratory tests were performed on select soil samples from our borings to assess their engineering properties and physical characteristics. Soil samples were tested by B.
Hillebrandt Soils Testing, Inc. of Alamo, California to measure moisture content, dry density, plasticity (Atterberg limits), and fines content. The results of the geotechnical laboratory tests are presented on the boring logs in Appendix A and in Appendix B.
Corrosivity testing was also performed on near-surface soil by Project X Corrosion Engineering of Murrieta, California. The results of the corrosivity testing are presented in Appendix B. 1738 of 11211
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4.0 SITE AND SUBSURFACE CONDITIONS
The conditions at the site are described in the following sections based on the results of our subsurface investigation, as well as, review of published geologic data and subsurface information collected for other projects in the vicinity. Site-specific descriptions of surface, subsurface, and groundwater conditions are provided in this section.
4.1 Site Conditions
The subject site is made up of six existing parcels, totaling about 1.16 acres and occupies the entire block. The site is bounded by S. B Street to the southwest, E. 4th Avenue to the northwest, S. Railroad Avenue and Peninsula Corridor Joint Powers Board (Caltrain) tracks to the northeast, and E. 5th Avenue to the southeast. The north to northeast portion of the project is currently occupied by asphalt parking and landscaped areas. The south to southwest portion of the site is currently occupied by one- to two-story commercial buildings. The structures cover about 64 percent of the parcels, with asphalt parking and landscaping areas accounting for the remaining area. According to the topographic survey developed by Sherwood Design Engineers and dated February 1, 2023, the site is relatively flat and slopes down to the northeast from about Elevation 100 to 101 feet2along South B Street to 98 feet at the intersection of East 4th Avenue and Railroad Avenue and 97 feet at the intersection of East 5th Avenue and Railroad Avenue.
4.2 Subsurface Conditions
As presented on the Regional Geologic Map (Figure 3), the site is mapped as being underlain by Holocene-age alluvial deposits (Qha) but is adjacent to a narrow band of artificial fill (af) at the Caltrain tracks running along the northeastern edge of the site.
The results of our borings indicate the alluvium primarily consists of stiff to hard clay with variable sand and gravel content with interbedded layers of medium dense to very dense sand and gravel with variable clay content to the maximum depth explored of about 50 feet bgs. The results of previous investigations in the site vicinity indicate the alluvium extends to maximum 2 Elevation datum not referenced on topographic survey drawing. 1739 of 11211
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depth explored of about 80 feet bgs. A boring drilled by Cornerstone immediately southwest of the site, designated EB-1 on Figure 2, encountered 5 feet of clayey sand and sandy clay fill over alluvium. The granular layers encountered at this site varied in thickness from about 2 to 11 feet.
The results of Atterberg limits tests performed on near-surface soil samples obtained from the borings indicate the near-surface soil consists of clay that has low expansion potential3.
4.3 Groundwater
Groundwater level measurements were taken while drilling borings. In borings, free groundwater was recorded when first encountered, as well as after withdrawing the augers upon completion.
Stabilized groundwater was measured at about 19 feet bgs in our borings, which corresponds to approximately Elevation 78 and 80 feet4.
To estimate the highest potential groundwater level that may occur at the site in the future, we reviewed information on the State of California Water Resources Control Board GeoTracker website (http://geotracker.swrcb.ca.gov). We reviewed records for a groundwater monitoring well, designated MW-2, located in the northeast corner of 400 East 4th Avenue, as well as for a well designated MW-1, located at 405 East 4th Avenue. Readings taken at these two monitoring wells between May 2010 and March 2012, as well as in MW-1 from January 2000 to October 2003 showed the groundwater levels fluctuated by about 5 feet over the monitoring period with the shallowest groundwater measured at MW-2 at a depth of 15 feet bgs in March 2011. The monitoring wells were located approximately 350 feet north of the subject site.
We also reviewed records for five monitoring wells (designated MW-1 through MW-5), located at 402 South Delaware, roughly 800 feet from the subject site, which documented groundwater readings from April 1994 to March 2005. The monitoring well data indicated groundwater fluctuations in excess of 12 feet with the shallowest reading in 1998 at approximately 6 feet bgs. 3 Highly expansive soil undergoes large volume changes with changes in moisture content. 4 Elevation datum currently unknown.
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Lastly, we reviewed records for eleven monitoring wells (designated MW-1 through MW-11), located at 2 East 3rd Avenue, roughly 1000 feet southwest from the subject site, which documented groundwater readings from May 1988 to August 2004. The monitoring well data indicated groundwater fluctuations up to 21 feet with the shallowest reading at MW-7 in 1998 at approximately 16-1/2 feet bgs.
In addition, according to the California Geologic Survey (CGS) report Seismic Hazard Zone Report for the San Mateo 7.5-Minute Quadrangle, San Mateo County, California, the historic high groundwater in the site vicinity is approximately 11 feet bgs.
Based on the available historic groundwater information for the site vicinity and our measurements on site, we conclude a high groundwater level of about 11 feet bgs (Elevation 88 feet, based on an average existing ground surface level of about Elevation 99 feet) should be used for design. Based on observed groundwater levels during our investigation, we anticipate that groundwater will likely be encountered during the excavation of the proposed development.
The groundwater level at the site is expected to fluctuate several feet seasonally, depending on the amount of annual rainfall.
5.0 SEISMIC CONSIDERATIONS
5.1 Regional Seismicity and Faulting
The site is located in the Coast Ranges Geomorphic Province of California that is characterized by northwest-trending valleys and ridges. These topographic features are controlled by folds and faults that resulted from the collision of the Farallon North American plates and subsequent strike-slip faulting along the San Andreas Fault system. The San Andreas Fault is more than 600 miles long from Point Arena in the north to the Gulf of California in the south. The Coast Ranges Geomorphic Province is bounded on the east by the Great Valley and on the west by the Pacific Ocean.
The major active faults in the area are the San Andreas, Hayward, and Calaveras faults. These and other faults in the region are shown on Figure 4. Numerous damaging earthquakes have 1741 of 11211
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occurred along these faults in recorded time. For these and other active faults within a 50- kilometer radius of the site, the distance from the site and estimated characteristic moment magnitude5[Petersen et al. (2014) & Thompson et al. (2016)] are summarized in Table 1. These references are based on the Third Uniform California Earthquake Rupture Forecast (UCERF3), prepared by Field et al. (2013).
TABLE 1
Regional Faults and Seismicity
Fault Segment
Approximate
Distance from
Site (km)
Direction
from Site
Characteristic
Moment
Magnitude
Total North San Andreas
(SAO+SAN+SAP+SAS) 5.6 West 8.04
North San Andreas (Peninsula,
SAP) 5.6 West 7.38
Monte Vista - Shannon 9.8 South 7.14
San Gregorio (North) 17 West 7.44
Total Hayward + Rodgers Creek
(RC+HN+HS+HE) 24 East 7.58
Hayward (South, HS) 24 East 7.00
Hayward (North, HN) 27 Northeast 6.90
Butano 29 South 6.93
Total Calaveras (CN+CC+CS+CE) 37 East 7.43
Calaveras (North, CN) 37 East 6.86
Mount Diablo Thrust North CFM 41 Northeast 6.72
Zayante-Vergeles (2011 CFM) 42 South 7.48
Mount Diablo Thrust 43 Northeast 6.67
Mount Diablo Thrust South 43 East 6.50
Las Positas 45 East 6.50
Calaveras (Central, CC) 46 East 6.85
Concord 47 Northeast 6.45
North San Andreas (North Coast,
SAN) 48 Northwest 7.52
Hayward (Extension, HE) 49 East 6.18
5 Moment magnitude (Mw) is an energy-based scale and provides a physically meaningful measure of the size of a faulting event. Moment magnitude is directly related to average slip and fault rupture area.
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Since 1800, four major earthquakes have been recorded on the North San Andreas Fault. In 1836, an earthquake with an estimated maximum intensity of VII on the Modified Mercalli (MM) scale occurred east of Monterey Bay on the San Andreas Fault (Toppozada and Borchardt 1998). The estimated moment magnitude (Mw) for this earthquake is about 6.25. In 1838, an earthquake occurred with an estimated intensity of about VIII-IX (MM), corresponding to an Mw of about 7.5. The San Francisco Earthquake of 1906 caused the most significant damage in the history of the Bay Area in terms of loss of lives and property damage. This earthquake created a surface rupture along the San Andreas Fault from Shelter Cove to San Juan Bautista approximately 470 kilometers in length. It had a maximum intensity of XI (MM), an Mw of about
7.9, and was felt 560 kilometers away in Oregon, Nevada, and Los Angeles. The Loma Prieta Earthquake of October 17, 1989 had an Mw of 6.9 and occurred about 70 kilometers south of the site. On August 24, 2014, an earthquake with an estimated maximum intensity of VIII (severe) on the MM scale occurred on the West Napa fault. This earthquake was the largest earthquake event in the San Francisco Bay Area since the Loma Prieta Earthquake. The Mw of the 2014 South Napa Earthquake was 6.0.
In 1868, an earthquake with an estimated maximum intensity of X on the MM scale occurred on the southern segment (between San Leandro and Fremont) of the Hayward Fault. The estimated Mw for the earthquake is 7.0. In 1861, an earthquake of unknown magnitude (estimated Mw of about 6.5) was reported on the Calaveras Fault. The most recent significant earthquake on this fault was the 1984 Morgan Hill earthquake, which corresponds to an Mw of 6.2.
As a part of the UCERF3 project, researchers estimated that the probability of at least one Mw greater than or equal to a 6.7 earthquake occurring in the greater San Francisco Bay Area during a 30-year period (starting in 2014) is 72 percent. The highest probabilities are assigned to sections of the Hayward (South), Calaveras (Central), and the North San Andreas (Santa Cruz Mountains) faults. The respective probabilities are approximately 25, 21, and 17 percent. 1743 of 11211
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5.2 Seismic Hazards
Because the project site is in a seismically active region, we evaluated the potential for earthquake-induced geologic hazards, including ground shaking, ground surface rupture, liquefaction6, lateral spreading7and cyclic densification.8 We used the results of the borings and available subsurface information in the site vicinity to evaluate the potential of these phenomena occurring at the project site.
5.2.1 Ground Shaking
The seismicity of the site is governed by the activity of the San Andreas Fault, although ground shaking from future earthquakes on other faults will also be felt at the site. The intensity of earthquake ground motion at the site will depend upon the characteristics of the generating fault, distance to the earthquake epicenter, and magnitude and duration of the earthquake. We judge that strong to very strong ground shaking could occur at the site during a large earthquake on one of the nearby faults.
5.2.2 Fault Rupture
Historically, ground surface displacements closely follow the trace of geologically young faults.
The site is not within an Earthquake Fault Zone, as defined by the Alquist-Priolo Earthquake Fault Zoning Act, and no known active or potentially active faults exist on the site. Therefore, we conclude there is no risk of fault offset at the site from a known active fault. In a seismically active area, the remote possibility exists for future faulting in areas where no faults previously existed; however, we conclude the risk of surface faulting, and consequently secondary ground failure, from previously unknown faults is very low.
6 Liquefaction is a phenomenon where loose, saturated, cohesionless soil experiences temporary reduction in strength during cyclic loading such as that produced by earthquakes. 7 Lateral spreading is a phenomenon in which surficial soil displaces along a shear zone that has formed within an underlying liquefied layer. Upon reaching mobilization, the surficial blocks are transported downslope or in the direction of a free face by earthquake and gravitational forces. 8 Cyclic densification is a phenomenon in which non-saturated, cohesionless soil is compacted by earthquake vibrations, causing ground-surface settlement. 1744 of 11211
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5.2.3 Liquefaction and Associated Hazards
When a saturated, cohesionless soil liquefies, it experiences a temporary loss of shear strength created by a transient rise in excess pore pressure generated by strong ground motion. Soil susceptible to liquefaction includes loose to medium dense sand and gravel, low-plasticity silt, and some low-plasticity clay deposits. Flow failure, lateral spreading, differential settlement, loss of bearing strength, ground fissures and sand boils are evidence of excess pore pressure generation and liquefaction.
As shown on Figure 5, the site is not within a liquefaction hazard zone, defined by the map titled State of California, Seismic Hazard Zones, Palo Alto Quadrangle, Official Map, prepared by the California Geological Survey (CGS), dated October 18, 2006. Considering the soil encountered in our borings consist of stiff to hard clay with variable sand content and the medium dense to very dense sand and gravel layers had sufficient fines content, plasticity, and relative density, we judge the soil is not susceptible to liquefaction because of its cohesion and/or relative density.
Therefore, we conclude the potential for liquefaction and associated hazards to occur at the site is very low.
5.2.4 Cyclic Densification
Cyclic densification (also referred to as differential compaction) of non-saturated sand (sand above groundwater table) can occur during an earthquake, resulting in settlement of the ground surface and overlying improvements. The results of our borings indicate the soil above the groundwater at the site is not susceptible to cyclic densification due to its cohesion or relative density. Therefore, we conclude the potential for ground surface settlement resulting from cyclic densification at the site is very low.
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6.0 DISCUSSION AND CONCLUSIONS
Based on the results of our field investigation, laboratory testing, and engineering analyses, we conclude there are no major geotechnical or geological issues that would preclude development of the site as planned. The primary geotechnical concerns affecting the proposed development include:
• relatively shallow groundwater relative to the proposed building foundation levels and excavation depth, and
• providing suitable lateral support and dewatering for the proposed excavation, while minimizing impacts to the surrounding improvements.
These and other geotechnical issues, as they pertain to the proposed development, are discussed in the remainder of this section.
6.1 Groundwater
Based on the historical groundwater data discussed in Section 4.3, we recommend using a design high groundwater level of about 11 feet bgs (Elevation 88 feet) for the proposed project. As discussed in Section 1.0, we understand the proposed building will include one level of belowgrade parking that will support both the affordable housing and office buildings. Current drawings indicate the basement finish floor depth will be about 15 feet below grade for both buildings. We estimate the construction of the proposed buildings will require an excavation bottomed roughly 19 feet bgs, assuming a mat foundation thickness of about 3 feet, a 12-inchthick underslab rock drainage layer (for passive dewatering option), and a potential mudslab substrate for the waterproofing system, which are discussed in more detail later in this report.
Therefore, the bottom-of-foundation may be as much as about 7 feet below the design high groundwater level. As a result, the proposed building’s foundation and below grade walls will need to be designed to resist hydrostatic pressures and include waterproofing.
Considering the proposed excavation will extend below the groundwater, the excavation will need to be temporarily dewatered, and the excavation shoring system will need to be designed 1746 of 11211
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for the effects of groundwater. A more detailed discussion regarding temporary excavation shoring and dewatering is presented in Section 6.3.
6.2 Foundations and Settlement
The soils encountered in our borings at the site are generally moderately to highly overconsolidated and capable of supporting new buildings loads without excessive static settlement.
Considering the proposed bottom-of-foundation will be as much as about 7 feet below the design high groundwater level, it will need to be designed to resist hydrostatic uplift pressures and be underlain by waterproofing. Although the native soils beneath the site are capable of supporting the building loads on conventional spread footings, a stiffened mat foundation system generally simplifies construction dewatering (discussed below) and the detailing of the waterproofing system. In addition, the weight of a stiffened mat foundation will provide greater resistance to the relatively high hydrostatic uplift pressures. Therefore, we conclude the proposed building may be supported on a stiffened mat foundation designed to resist hydrostatic uplift pressures. If the new foundation does not have sufficient uplift capacity, soil anchors (i.e., tiedowns) can be installed to resist uplift forces.
Our settlement analyses indicate total settlement of the mat foundation under static load conditions, assuming a maximum average contact pressure of about 1,500 psf, will be less than 1 inch. We anticipate most of the settlement will occur during construction. The amount of differential settlement between columns will be a function of the mat stiffness and hence its ability to spread the loads between columns, however, we expect the mat can be designed to limit differential settlements to 1/2 inch in 30 feet.
6.3 Construction Considerations
6.3.1 Excavation
The soil to be excavated consists of native soils, which can be excavated with conventional earth-moving equipment such as loaders and backhoes. Existing building foundation elements 1747 of 11211
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and abandoned utilities should be removed in their entirety within the proposed building footprint, which may require special handling and use of a hoe-ram may be required for removal during the excavation process.
6.3.2 Excavation Support
We estimate construction of the below-grade structure will require an excavation bottomed as deep as about 19 feet below grade. There is insufficient property line setback to slope cut the excavation. Therefore, excavation shoring will be required.
There are several key considerations in selecting a suitable shoring system. Those we consider of primary concern are:
• protection of surrounding improvements, including neighboring structures, underground utilities, pavements, and sidewalks
• the presence of relatively shallow groundwater and the desire to minimize lowering of the water table outside the limits of the excavation in areas sensitive to ground settlement
• proper construction of the shoring system to reduce potential for vertical and lateral ground movement, and
• cost.
Several methods of shoring are available; we have qualitatively evaluated the following systems:
• soldier pile-and-lagging
• soil-cement mixed (SMX) soldier pile wall
Because the proposed excavation depth is greater than about 15 feet, we conclude cantilevered shoring systems are not cost effective—therefore, both systems listed above would require tiebacks or internal bracing. Tieback anchors will extend beneath the neighboring properties, which will require encroachment agreements with the City of San Mateo and the Peninsula Corridor Joint Powers Board.
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Soldier Pile-and-Lagging
A conventional tied back soldier pile-and-lagging system would be feasible, however, because the system is pervious, an active dewatering system consisting of a series of extraction wells installed outside the excavation, would likely be required to prevent caving of the soil and excessive water from seeping through the lagging boards into the excavation. Furthermore, as discussed in Section 6.3.3, an active dewatering system outside the excavation would likely lower the groundwater level beneath the Caltrain tracks and surrounding streets, which could result in ground settlement. We do not know the settlement tolerances of the Caltrain tracks, but we conclude that efforts should be made to reduce the potential for excessive groundwater drawdown and settlement beneath the tracks. The tolerances for dewatering-induced settlement beneath the city streets should also be considered in the design of the proposed shoring and dewatering system. Conventional tiedback soldier pile-and-lagging with active dewatering may be feasible along the edges of the site adjacent to city streets, if some ground settlement is acceptable during construction, however, at a minimum, we recommend that a permeable system with active dewatering not be used along edges of the site that are within approximately 200 feet of the Caltrain tracks, as indicated on the Site Plan (Figure 2). This setback distance may be reevaluated following detailed groundwater drawdown analyses and feedback from Caltrain regarding their settlement tolerances.
Continuous Soil-Cement Mix (SMX) Soldier Pile Wall
Soil-cement mixing (SMX), also called deep soil mixing (DSM), is a viable option for creating a continuous soldier pile shoring wall that supports the excavation, as well as provides a hydraulic barrier when properly constructed. SMX columns are installed by injecting and blending cement and bentonite into the soil using a drill rig equipped with single or multiple augers/paddles, or a specialized proprietary cutterhead. The soil is mixed with the binder material(s) in situ, forming continuous, overlapping, soil-cement columns or a continuous wall of uniform thickness. Steel beams are placed in the soil-cement columns to provide rigidity. The SMX system, in combination with steel soldier beams and tiebacks, serves to shore the excavation as well as cut off lateral groundwater flow, thus reducing the amount of dewatering required from within the 1749 of 11211
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excavation. The portion of the SMX wall embedded below the bottom of excavation also greatly reduces the upward flow of water into the excavation bottom. This approach should be used, at a minimum, at portions of the excavation near the Caltrain tracks or any other areas that are sensitive to dewatering-induced ground settlement, as discussed above. Soil-cement walls are considered temporary and permanent building walls are built inside of the soil-cement walls following application of drainage panels (if used) and waterproofing.
SMX systems are generally installed under design-build contracts by specialty contractors. The required size, spacing, length, and strength of the SMX columns, beams, and tieback elements should be determined by the shoring designer, based on the design soil, water, and surcharge pressures presented in Section 7.4 of this report. However, there are numerous factors that influence the quality, consistency, strength, and permeability of the resulting soil-cement mix, which are controlled by the materials, methods, and equipment employed by the contractor performing the soil mixing. These factors include, but are not limited to:
• Types of binder material(s) used – i.e., cement, bentonite, etc.; wet-mixed vs. dry-mixed, • quantities and proportions of binder material(s) used – i.e., water-to-binder ratio; volume ratio of SMX,
• equipment used to perform the mixing – i.e., single-auger, multi-auger, or cutter-based equipment,
• plumbness and amount of overlap between adjacent SMX columns, • homogeneity of soil-cement mixture – controlled by rate of mixing, number of stages, and equipment used, and
• depth and diameter of predrilling, which may be required within hard clay or dense sand layers, depending on equipment selected.
A contractor experienced in installing SMX systems in similar soil conditions and below the groundwater table should be responsible for selecting appropriate materials, equipment, and methods based on the soil and groundwater conditions at this site, as well as their expertise, in order to meet the performance criteria established by the shoring designer. The design and construction of a SMX system should also consider the capacity and drawdown characteristics of the dewatering system selected by the contractor.
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6.3.3 Excavation Dewatering
Due to the low permeability of most of the soil underlying the site, an active dewatering system, such as a series of dewatering wells installed outside the perimeter of the excavation, may have limited effectiveness in drawing down the water level in the center of the excavation, where the subgrade soil consists of clay. Furthermore, as discussed in the previous section, a perimeter active dewatering system will temporarily lower the groundwater level outside the site, such as beneath city streets and sidewalks, as well as below the Caltrain railway tracks to the northeast.
Where limiting potential dewatering-induced ground settlement is desired, we conclude the excavation dewatering employed during construction of the proposed building should consist of an internal system operating within the excavation footprint (shallow sumps and/or wells), combined with a continuous cut-off wall shoring, such as SMX. A combination of active and passive approaches will likely be required to adequately manage water in the excavation during construction, depending on the final shoring configuration selected. The design and proper implementation of the excavation dewatering system should be the responsibility of the contractor. Where/if an active dewatering approach is used, the system should be capable of drawing the water level down at least three feet below the bottom of excavation during construction. Where/if a passive approach is used, to facilitate the collection of groundwater at discrete extraction well and sump locations, we recommend over-excavating by at least 12 inches below the design bottom-of-mat and installing a minimum 12-inch-thick continuous layer of clean 3/4-inch drain rock. The drainage layer will help protect the soil subgrade, which will be sensitive to disturbance from construction equipment, as well as provide a means for water to flow to the extraction points, reducing the potential for hydrostatic pressure to prematurely build up beneath the mat.
The construction dewatering system must be capable of maintaining the groundwater level below the foundation subgrade until sufficient building weight is available to resist the hydrostatic uplift pressure, at which time the groundwater may be allowed to rise to its normal elevation.
The project structural engineer should determine when the temporary dewatering system can be turned off, based on the recommended design groundwater level presented in Sections 4.3 and
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In summary, we conclude the dewatering system for the project may consist of either a complete passive system with continuous cut-off wall shoring, or a combination of passive and active dewatering with a permeable soldier pile-and-lagging shoring, depending on the tolerances for ground settlement for the Caltrain tracks and within the streets around the proposed excavation.
In either case, we recommend the dewatering contractor perform detailed groundwater drawdown analyses and develop estimated contours of water drawdown outside of the site, at which point we can perform settlement analyses to estimate the potential ground settlement that may occur for the proposed shoring and dewatering system.
6.4 Soil Corrosivity
Corrosivity testing was performed by Project X Corrosion of Murrieta, California on two soil samples obtained during our field investigation from B-1 (1.75 ft) and B-2 (4 ft). The results of the test are presented on Figure B-3 in Appendix B of this report. Based on the resistivity test results, the samples are classified as “highly corrosive” to buried metals. Accordingly, all buried iron, steel, cast iron, ductile iron, galvanized steel, and dielectric-coated steel or iron, should be protected against corrosion depending upon the critical nature of the structure. If it is necessary to have metal in contact with soil, a corrosion engineer should be consulted to provide recommendations for corrosion protection. The chloride, sulfide, and sulfate ion concentrations and pH of the soil do not present corrosion problems for buried iron, steel, mortar-coated steel and reinforced concrete structures.
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7.0 RECOMMENDATIONS
Recommendations for site preparation, excavation, fill placement, excavation shoring and dewatering, foundations, basement wall design, pavement design, and seismic design are presented in the following sections of the report.
7.1 Site Preparation, Excavation, and Fill Placement
Site clearing should include removal of all existing pavements, former foundation elements, and underground utilities. Any vegetation and organic topsoil (if present) should be stripped in areas to receive improvements (i.e., building, pavement, or flatwork). Tree roots with a diameter greater than 1/2 inch within three feet of subgrade should be removed. Excessively dry soil at tree removal locations, as determined in the field by the geotechnical engineer, should also be excavated and replaced. Demolished asphalt concrete should be taken to an asphalt recycling facility. Aggregate base beneath existing pavements may be re-used as select fill if carefully segregated.
During excavation for the below-grade parking level, the excavation will extend below groundwater. The foundation excavation subgrade will consist of saturated soil and will be sensitive to disturbance, especially under construction equipment wheel loads. To provide a working surface on which to install the mudslab and waterproofing system, and to facilitate dewatering, the soil should be overexcavated to provide room for a minimum 12-inch-thick continuous layer of crushed rock, where passive dewatering will be used. Where/if an active dewatering system is used, the rock layer may be omitted, provided the dewatering system is capable of adequately dewatering the subgrade soil. To minimize disturbance of the soil subgrade, the last two feet of soil should be excavated with a track-mounted excavator with a smooth bucket or bar welded across the teeth. Even with tracked equipment, the exposed subgrade may be sensitive, especially if the excavation is not adequately dewatered. We do not recommend operating any trucks or rubber-tired equipment on the exposed mat subgrade. Any disturbed soil at or below subgrade level (i.e., bottom of overexcavation) should be removed by hand if it cannot be reached with a tracked excavator. Following approval by our engineer, the 1753 of 11211
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bottom of the excavation should be covered with at least 12 inches of clean 3/4-inch crushed rock (where required) and/or a mudslab, to provide a firm working surface. The crushed rock should meet the gradation requirements presented below in Table 2.
TABLE 2
Gradation Requirements for Gravel Blanket Beneath Mat
(Passive Dewatering Approach)
Sieve Size Percentage Passing Sieve
1 inch 90 – 100
3/4 inch 30 – 100
1/2 inch 5 – 25
3/8 inch 0 – 6
If any engineered fill will be placed above the crushed rock, it should then be covered with a nonwoven filter fabric (Mirafi 140NC or equivalent) prior to placement of engineered fill. A mud slab is generally required beneath most waterproofing products. If no engineered fill is to be placed above the crushed rock blanket, the mud slab may be placed directly over the rock (no filter fabric required).
For planning purposes, a maximum temporary cut slope inclination of 1:1 (horizontal to vertical) may be assumed for the native clay soil above the groundwater, which corresponds to OSHA Type B soil. If granular material or seepage is observed in the cut slopes during construction, the material should be downgraded to OSHA Type C soil and a corresponding maximum inclination of 1.5:1 should be used. All soil below the design water table should be assumed to be Type C soil.
In areas to receive new fill, pavements, concrete flatwork, pavers, etc., the subgrade soil should be scarified to a depth of at least 8 inches, moisture-conditioned, and compacted to the specified 1754 of 11211
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percent relative compaction,9as presented below in Table 3. All fill should be placed in lifts not exceeding eight inches in loose thickness, moisture-conditioned, and compacted in accordance with the requirements provided below in Table 3.
TABLE 3
Summary of Compaction Requirements
Location
Required Relative
Compaction
(percent)
Moisture
Requirement
General fill – select fill less than 5 feet thick 90+ Above optimum General fill – low plasticity clay less than 5 feet
thick 90+ Above optimum
General fill – select fill and low-plasticity clay
greater than 5 feet thick 95+ Above optimum
Utility trench backfill – select fill 90+ Above optimum Utility trench backfill – low plasticity clay 90+ Above optimum Utility trench backfill – clean sand or gravel
and low-plasticity fills greater than 5 feet thick 95+ Near optimum Pavement subgrade – low-plasticity clay 95+ Above optimum Pavement section - aggregate base 95+ Near optimum
Exterior slabs – select fill 90+ Above optimum
Exterior slabs – low-plasticity 90+ Above optimum
Where the above recommended compaction requirements conflict with the City of San Mateo standard details for pavements, sidewalks, or trenches within the public right-of-way, the City Engineer or inspector should determine which compaction requirements should take precedence. 9 Relative compaction refers to the in-place dry density of soil expressed as a percentage of the maximum dry density of the same material, as determined by the ASTM D1557 laboratory compaction procedure.
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7.1.1 Soil Subgrade Stabilization
In some areas, soft, wet soil may be exposed during grading, causing the subgrade to deflect and rut under the weight of grading equipment. Although the majority of the near-surface soil beneath the site consists of stiff to hard clay, if heavy, wheeled equipment is used close to the drawn-down water table, or if grading is performed during the wet season, these materials may become disturbed and soften. In these areas, some form of subgrade stabilization may be required if disturbance occurs. Several options for stabilizing subgrade are presented below.
Aeration
Aeration consists of mixing and turning the soil to naturally lower the moisture content to an acceptable level. Aeration typically requires several days to a week of warm, dry weather to effectively dry the material. Material to be dried by aeration should be scarified to a depth of at least 12 inches; the scarified material should be turned at least twice a day to promote uniform drying. Once the moisture content of the aerated soil has been reduced to acceptable levels, the soil should be compacted in accordance with our previous recommendations. Aeration is typically the least costly subgrade stabilization alternative; however, it generally requires the most time to complete and may not be effective if the soft material extends to great depths.
Aeration will likely not be effective where the podium subgrade extends below or near the groundwater table; however, it depends on the time of year construction is performed.
Overexcavation
Another method of achieving suitable subgrade in areas where soft, wet soil is exposed is to overexcavate the soft subgrade soil and replace it with drier, granular material. If the soft material extends to great depths, the upper 18 to 24 inches of soft material may be overexcavated and a geotextile tensile fabric (Mirafi 500X or equivalent) placed beneath the granular backfill to help span over the weaker material. The fabric should be pulled tight and placed at the base of the overexcavation, extending at least two feet laterally beyond the limits of the overexcavation in all directions. The fabric should be overlapped by at least two feet at all seams. Granular 1756 of 11211
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material, such as Class 2 aggregate base, should then be placed and compacted over the geotextile tensile fabric.
Where very soft subgrade conditions are encountered, a bi-directional geogrid, such as Tensar TriAx TX-140 or equivalent, may be required in lieu of tensile fabric. Where geogrids are used, the depth of overexcavation will likely be on the order of 12 to 18 inches. The geogrids should be overlapped by at least two feet and tied with hog rings or nylon ties at a spacing not to exceed 10 feet. The geogrids should be covered with a well-graded granular fill, such as Class 2 aggregate base; open-graded rock should not be used. All backfill placed over the geogrid should be compacted in accordance with our previous recommendations.
Chemical Treatment
Lime and/or cement have been used to dry and stabilize fine-grained soils with varying degrees of success. Lime- and/or cement-treatment will generally decrease soil density, change its plasticity properties, and increase its strength. The degree to which lime will react with soil depends on such variables as type of soil, mineralogy, quantity of lime, and length of time the lime-soil mixture is cured. Cement is generally used when a significant amount of granular material or low-plasticity silt is present in the soil. The quantity of lime and/or cement added generally ranges from 3 to 7 percent by weight and should be determined by laboratory testing.
The specialty contractor performing the chemical treatment should select the most appropriate additive and quantity for the soil conditions encountered.
If chemical treatment is used to stabilize soft subgrade, a treatment depth of about 18 inches below the final soil subgrade will likely be required. The soil being treated should be scarified and thoroughly broken up to full depth and width. The treated soil should not contain rocks or soil clods larger than three inches in greatest dimension. Treated soil should be compacted to at least 90 percent RC.
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7.1.2 Select Fill
Select fill should consist of imported soil that is free of organic matter, contain no rocks or lumps larger than three inches in greatest dimension, have a liquid limit less than 40 and plasticity index less than 12, and be approved by the geotechnical engineer. Select fill should be placed in lifts not exceeding eight inches in loose thickness, moisture-conditioned to above optimum moisture content, and compacted to at least 90 percent relative compaction beneath concrete flatwork and sidewalks. Beneath vehicular pavements, or in areas where the fill thickness is greater than five feet, the select fill should be compacted to at least 95 percent relative compaction. Samples of proposed select fill material should be submitted to the geotechnical engineer at least three business days prior to use at the site.
The grading contractor should provide analytical test results or other suitable environmental documentation indicating the imported fill is free of hazardous materials at least three days before use at the site. If this data is not provided, a minimum of two weeks will be required to perform any necessary analytical testing.
Aggregate Base Material
Imported aggregate base material may be used as general fill, trench backfill (above bedding materials), or as select fill beneath pavements or exterior concrete flatwork. Aggregate base beneath pavements should meet the requirements in the 2010 Caltrans Standard Specifications, Section 26, for Class 2 Aggregate Base (3/4 inch maximum).
Controlled Low Strength Material
Controlled low strength material (CLSM) may be considered as an alternative to fill beneath structures or pavement. CLSM should meet the requirements in the 2010 Caltrans Standard Specifications. It is an ideal backfill material when adequate room is limited or not available for conventional compaction equipment, or when settlement of the backfill must be minimized. No compaction is required to place CLSM. CLSM should have a minimum 28-day unconfined compressive strength of at least 100 pounds per square inch (psi). 1758 of 11211
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7.1.3 Exterior Flatwork Subgrade Preparation
We recommend exterior concrete flatwork, including sidewalks, be underlain by a minimum of 6 inches of select material. Select fill should be moisture-conditioned and compacted in accordance with the requirements provided above in Table 3.
In areas to receive new concrete flatwork, the upper 8 inches of native clay should be scarified, moisture-conditioned, and re-compacted in accordance with the requirements presented in Table 3 prior to placement of select fill. This grading should be performed under the observation of our field engineer. If zones of weak or loose soil that extend deeper than the upper 8 inches are encountered during grading, the material should be over-excavated down to firm material, as determined by our field engineer, and replaced with engineered fill.
7.1.4 Utility Trench Backfill
Excavations for utility trenches can be readily made with a backhoe. All temporary excavations used in construction should be designed, planned, constructed, and maintained by the contractor and should conform to all state and/or federal safety regulations and requirements, including those of CAL-OSHA. To provide uniform support, pipes or conduits should be bedded on a minimum of four inches of clean sand or fine gravel. After the pipes and conduits are tested, inspected (if required) and approved, they should be covered to a depth of six inches with sand or fine gravel, which should be mechanically tamped. Backfill for utility trenches and other excavations is also considered fill, and should be placed and compacted in accordance with the recommendations previously presented. If imported clean sand or gravel (defined as poorlygraded soil with less than 5 percent fines) is used as backfill, it should be compacted to at least 95 percent relative compaction. Jetting of trench backfill should not be permitted. Special care should be taken when backfilling utility trenches in pavement areas. Poor compaction may cause excessive settlements, resulting in damage to the pavement section.
The bottom of foundations for the proposed building or any surface structures, such as Caltrain, should be below an imaginary line extending up at a 1.5:1 (horizontal to vertical) inclination from the base of utility trenches. Alternatively, the portion of the utility trench (excluding 1759 of 11211
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bedding) that is below the 1.5:1 line can be backfilled with CLSM (see Section 7.1.2 for material requirements).
Where the above utility trench backfill recommendations are in conflict with the City of San Mateo standard details for underground utility trenches within the public right-of-way, the City Engineer or inspector should determine which material and compaction requirements should take precedence.
7.1.5 Drainage and Landscaping
Positive surface drainage should be provided around the buildings to direct surface water away from foundations and below-grade walls. To reduce the potential for water ponding adjacent to the buildings, we recommend the ground surface within a horizontal distance of five feet from the building slope down away from the building with a surface gradient of at least two percent in unpaved areas and one percent in paved areas. In addition, roof downspouts should be discharged into controlled drainage facilities to keep the water away from the foundation and below-grade walls. The use of water-intensive landscaping around the perimeter of the at-grade building should be avoided to reduce the amount of water introduced to the clay subgrade.
Care should be taken to minimize the potential for subsurface water to collect beneath pavements and pedestrian walkways. Where landscape beds and tree wells are immediately adjacent to pavements and flatwork that are not designed as permeable systems, we recommend vertical cutoff barriers be incorporated into the design to prevent irrigation water from saturating the subgrade and AB. These barriers may consist of either flexible impermeable membranes or deepened concrete curbs.
7.2 Foundation Design
Provided the estimated total and differential settlements presented in Section 6.2 are acceptable, the proposed building may be supported on a stiffened mat foundation that is underlain by waterproofing and designed to resist hydrostatic uplift pressures. If the building weight is not sufficient to resist the hydrostatic uplift pressures imposed by the groundwater, tiedown anchors may be required to provide the mat foundation with additional uplift resistance. The following 1760 of 11211
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sections present our recommendations for the design and construction of a mat foundation and tiedown anchors.
7.2.1 Mat Foundation
The mat foundation should be constructed on a minimum 12-inch-thick layer of clean crushed rock, where passive dewatering is used. The purpose of the rock layer is to protect the soil subgrade and facilitate dewatering during construction. If/where an active dewatering system is used and the system adequately dewaters the subgrade, the rock layer may be omitted. One or more mudslabs may be required beneath the bottom of mat foundation depending on the waterproofing system requirements and construction methods selected for the project—this should be evaluated and specified by the waterproofing consultant and product manufacturer.
The native soil subgrade beneath the rock layer should be firm and undisturbed, as described in Section 7.1. The top of the mat foundation may be used as the lowest basement floor, or a thin layer of concrete (topping slab) may be placed above the mat to provide a smooth wearing surface.
For structural design of the mat foundation we recommend using an initial coefficient of vertical subgrade reaction of 75 kips per cubic foot (kcf) under DL+LL conditions. This value has been reduced to account for the size of the mat/equivalent footings (therefore, this is not kv1 for 1-footsquare plate). Once the structural engineer estimates the distribution of bearing stress on the bottom of the mat and the corresponding deflections, we should review the distribution and revise the modulus of subgrade reaction, if appropriate. We recommend the mat be designed for allowable bearing pressure of 4,500 psf for dead-plus-live loads, which can be increased by onethird for total loads (including seismic and wind loads).
Lateral forces can be resisted by friction along the base of the mat and passive pressure against the sides of the mat foundation. To compute lateral resistance, we recommend using an allowable uniform pressure of 2,000 psf (rectangular distribution) for transient loads and an equivalent fluid weight (triangular distribution) of 260 pcf for sustained loads above the groundwater and 125 pcf for sustained loads below the groundwater. The allowable friction factor will depend on 1761 of 11211
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the type of waterproofing used at the base of the mat. For bentonite-based water proofing membranes, such as Paraseal or Voltex, a friction factor of 0.12 should be used (assumes a bentonite friction angle of 10 degrees). If Preprufe is used, a base friction factor of 0.20 should be used. Friction factors for other types of waterproofing membranes can be provided upon request. The passive pressure and frictional resistance values include a factor of safety of at least
1.5 and may be used in combination without reduction.
The mat subgrade will be sensitive to disturbance due to its proximity to the groundwater table.
The final two feet of excavation and fine grading of the mat subgrade should be performed with tracked equipment to minimize heavy concentrated loads that may disturb the wet soil. Rubbertired equipment and dump trucks should not be operated on the final mat subgrade. The subgrade should be free of standing water, debris, and disturbed materials and be approved by the geotechnical engineer prior to placing the gravel drainage layer and/or mudslab. The mat subgrade should be kept moist following excavation and maintained in a moist condition until drain rock and/or mudslab is placed. If the foundation soil dries during construction, it will eventually heave, which may result in cracking and distress.
Considering the internal excavation dewatering system will need to be capable of continuously maintaining the water level below the bottom of the mat until the building has sufficient weight to resist hydrostatic uplift pressures associated with the design water level, the mat will need to be constructed with temporary block-outs to accommodate the extraction wells or sump pits used to extract the water from the drainage layer. Once it has been determined by the structural engineer that the dewatering system may be shutoff, the pumps will need to be removed, and the block-outs promptly waterproofed and plugged. The detailing of the waterproofing and plugging system at these locations will be critical and should be evaluated by a waterproofing consultant and structural engineer experienced with such operations.
7.2.2 Tiedown Anchors
Tiedown anchors may be used in conjunction with the mat foundation at the site, if needed, to resist the design hydrostatic uplift forces. Tiedowns are installed by advancing a small-diameter 1762 of 11211
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hole (typically between 5 to 8 inches in diameter) using either hollow-stem augers or air-track equipment that advances smooth steel drill casing (e.g., a Klemm rig). A large-diameter reinforcing bar or high-capacity steel strands are inserted into the hole, and then grout is injected into the hole under pressure as the auger or steel drill casing is withdrawn. Post-grouting can be performed to achieve higher capacities.
We recommend tiedowns be spaced at least four shaft diameters or three feet apart, center-tocenter, whichever is greater. Tiedowns for this project will gain support through skin friction in primarily stiff to hard clay. Tiedown capacity depends significantly on installation procedures, and installation procedures vary. Assuming the tiedowns are installed with a Klemm rig and post-grouted, we recommend using allowable skin friction values of 1,500 psf. We estimate the allowable skin friction value includes a factor of safety of at least 2.0. If the contractor installing the tiedowns believes they can achieve a higher capacity than that assumed above, higher capacities may be used, provided the factor of safety is verified through a load testing program, as detailed below. We recommend using a minimum bond length of 15 feet. The skin friction values used in design should be verified by a testing program. Because the tiedowns will be permanent, they should have double corrosion protection.
The required tiedown bond length should be confirmed by a proof-test program conducted under our observation. We recommend proof-testing a minimum of two tiedowns in tension to 200 percent of the design load (DL) at the start of production installation. The two anchors tested to 200 percent DL may require larger bar diameter or additional strands, so that their structural capacity is not exceeded during testing. The remaining production anchors should be proof tested to 150 percent DL. During testing, the deflection of each tiedown should be monitored with a free-standing, tripod-mounted dial gauge accurate to at least 0.001 inches. We recommend deflection of the tiedowns be measured at load increments equal to about 25 percent of the design load. The maximum test load should be held for a minimum of 10 minutes, with readings taken at 0, 1, 3, 6, and 10 minutes. If the difference between the 1- and 10-minute readings is more than 0.04 inches, the load should be held for an additional 50 minutes, with additional readings taken at 15, 20, 30, 45 and 60 minutes. If the deflection is more than 0.08 inches 1763 of 11211
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between the 10- and 60-minute readings, the tiedown design load should be re-evaluated.
Replacement tiedowns should be provided, as directed by the structural engineer, for tiedowns that fail the tests. Tiedowns should be locked off at a load to limit movement during stabilizing of the groundwater level to less than 1/2 inch (structural engineer should confirm).
7.3 Permanent Below-Grade Walls
Below-grade walls should be designed to resist, static lateral earth pressures, lateral pressures caused by earthquakes, vehicular surcharge pressures, and surcharges from adjacent foundations, where appropriate. We recommend below-grade walls at the site be designed for the more critical of the following criteria:
• At-rest equivalent fluid weight of 60 pcf above the design groundwater table and 90 pcf below.
• Active pressure of 40 pcf plus a seismic increment of 24 pcf (triangular distribution) above the design groundwater level, and 80 pcf plus a seismic increment of 11 pcf (triangular distribution) below the groundwater level.
The recommended lateral earth pressures above are based on a level backfill condition with no additional surcharge loads. Where the below-grade wall is subject to traffic loading within 10 feet of the wall, an additional uniform lateral pressure of 100 psf, applied to the upper 10 feet of the wall, should be used. If the traffic loading will be limited to passenger vehicles only (e.g., a garage ramp), the vehicular surcharge may be reduced to 50 psf.
To protect against moisture migration, below-grade walls should be waterproofed, and water stops should be placed at all construction joints. The design pressures recommended for above the design water level are based on a fully drained condition. Although part of the basement walls will be above the groundwater level, water can accumulate behind the walls from other sources, such as rainfall, irrigation, and broken water lines, etc. One acceptable method for backdraining a basement wall is to place a prefabricated drainage panel against the back of the wall. The drainage panel should extend down to a perforated PVC collector pipe at the design high groundwater level (or higher if confirmed by the structural engineer). The pipe should be surrounded on all sides by at least four inches of Caltrans Class 2 permeable material or 3/4-inch 1764 of 11211
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drain rock wrapped in filter fabric (Mirafi NC or equivalent). A proprietary, prefabricated collector drain system, such as Tremdrain Total Drain or Hydroduct Coil (or equivalent), designed to work in conjunction with the drainage panel may be used in lieu of the perforated pipe surrounded by gravel described above. The pipe should be connected to a suitable discharge point; a sump and pump system may be required to drain the collector pipes. Wall drainage above the design high water table may be omitted if the wall is designed for saturated earth pressures over its entire height.
If backfill is required behind basement walls prior to pouring the podium slabs, the walls should be braced, or hand compaction equipment used, to prevent unacceptable surcharges on walls (as determined by the structural engineer).
7.4 Excavation Shoring
As discussed in Section 6.3, we conclude the shoring system for the proposed excavation at the site may consist of either a complete tiedback cut-off wall system, such as SMX, or a combination of a tiedback soldier pile-and-lagging and continuous cut-off wall system designed based on the dewatering configuration selected for each portion of the excavation. The purpose of the continuous cut-off wall is to reduce the potential for groundwater seepage into the excavation and to reduce the potential for groundwater drawdown beneath areas around the site that may be sensitive to ground settlement, such as the nearby Caltrain tracks.
The safety of workers and equipment in or near the excavation is the responsibility of the contractor. A structural engineer knowledgeable in this type of construction should design the shoring. We should review the geotechnical aspects of the proposed shoring system to check that it meets the intent of our geotechnical recommendations. During construction, we should observe the installation and load testing of the shoring system and check the condition of the soil encountered during excavation.
Recommendations regarding the design and construction of the shoring, as well as design, construction and load testing of tieback anchors, are presented in the following sections. 1765 of 11211
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7.4.1 Design Lateral Earth and Water Pressures
Our recommendations for design lateral earth pressures and tiebacks for a soldier pile-andlagging shoring system combined with active dewatering are presented on Figure 6. Our recommendations for design lateral earth and water pressures and tiebacks for a continuous cutoff wall shoring system combined with passive dewatering are presented on Figure 7. The recommended water and earth pressure distributions presented in Figure 7 have been adjusted to account for the non-hydrostatic water pressures and corresponding effective stresses behind the wall and in front of the toe that result from the excavation dewatering from within. In our analyses, we assumed the continuous cut-off wall (SMX) will extend at least 10 feet below the bottom of excavation. If a different cut-off wall embedment depth is proposed, we may need to re-evaluate the recommended design pressures.
7.4.2 Soil-Cement Mix (SMX) Shoring
The design strength and thickness of the SMX wall should be established by the shoring designer based on the recommended design pressures presented in the previous section and the design requirements of the structural system. A contractor experienced in installing SMX systems in similar soil and groundwater conditions should be responsible for selecting appropriate materials, equipment, and methods to provide a consistent SMX product that meets the design requirements set forth by the shoring designer.
Prior to the start of SMX production, the contractor should prepare a detailed work plan, including the following items:
• Detailed descriptions of sequence of construction and all construction procedures, equipment, and ancillary equipment to be used to penetrate the ground, proportion and mix binders, and inject and mix the site soils.
• Proposed mix design(s), including binder types, additives, fillers, reagents, and their relative proportions, and the required mixing time, water-to-binder ratio of the slurry (for wet mixing), binder factor (for dry mixing and wet mixing), and volume ratio (for wet mixing) for a deep mixed element.
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20-1869 33 April 19, 2023
• Proposed injection and mixing parameters, including mixing slurry rates, slurry pumping rates, air injection pressure, volume flow rates, mixing tool rotational speeds, and penetration and withdrawal rates.
• Methods for controlling and recording the verticality and the top and bottom elevation of each SMX element.
• Drawings indicating the identification number of every SMX element, as well as a schedule of all the SMX elements and their tip elevations, mix design (if variable), element type (primary or secondary), binder factors, volume ratios, etc. • Details of all means and methods proposed for QC/QA activities, including surveying, process monitoring, sampling, testing, and documenting.
The work plan should be submitted to the shoring designer and the geotechnical engineer of record for review prior to the start of construction, and the approved document should be provided to the contractors’ field personnel and our field engineer.
Detailed specifications for minimum required SMX strength for the various stages of excavation should be established by the shoring designer and followed by the shoring contractor during construction. The construction schedule should allow time for adequate curing and strength gain of the SMX material prior to proceeding with successive lifts of excavation. A clear quality control program should be established and implemented to confirm the design strengths have been achieved prior to proceeding with excavation.
7.4.3 Tiebacks
Temporary tiebacks may be used to restrain the shoring. Alternatively, internal bracing would be required. The vertical load from the temporary tiebacks should be accounted for in the design.
The recommended tieback design criteria are presented on Figures 6 and 7 and the following paragraphs.
Tiebacks should derive their load-carrying capacity from the soil behind an imaginary line sloping upward from a point H/5 feet away from the bottom of the excavation and sloping upwards at 60 degrees from the horizontal, where H is the wall height in feet. Tiebacks should have a minimum unbonded length of 15 feet. All tiebacks should have a minimum bonded length 1767 of 11211
20-1869 34 April 19, 2023
of 15 feet and spaced at least four feet on center. During construction, the bottom of the excavation should not extend more than two feet below a row of unsecured tiebacks.
Tieback allowable capacity will depend upon the drilling method, hole diameter, grout pressure, and workmanship. For estimating purposes, we recommend using the skin friction value presented on Figures 6 and 7, assuming the tiebacks are post-grouted at least once. Higher skin friction values may be used if confirmed with pre-production load testing.
The contractor should be responsible for determining the actual length of tiebacks required to resist the lateral earth and water pressures imposed on the temporary retaining systems.
Determination of the tieback length should be based on the contractor's familiarity with the installation method and experience in similar soil conditions. The computed bond length should be confirmed by a proof-testing program under the observation of an engineer experienced in this type of work. Replacement tiebacks should be installed for tiebacks that fail the load test. If any tiebacks fail to meet the proof-testing requirements, additional tiebacks should be added to compensate for the deficiency, as determined by the shoring designer.
Tieback Testing
We should observe all tieback testing. A proof test is a simple test used to measure the total movement of the tieback during one cycle of incremental loading. All production tiebacks should be confirmed by proof tests to at least 1.25 times the design load. The bar or strands selected for the system must be capable of safely holding the maximum test load such that their structural capacity is not exceeded.
The movement of each tieback should be monitored with a free-standing, tripod-mounted dial gauge during proof testing. During the test, the tieback load and axial deflection are measured at each loading increment. The maximum test load should be held for a minimum of 10 minutes, with readings taken at 0, 1, 3, 6, and 10 minutes. If the difference between the 1- and 10-minute reading is less than 0.04 inch during the loading, the test is discontinued. If the difference is more than 0.04 inch, the holding period is extended by 50 minutes to 60 minutes, and the movements should be recorded at 15, 20, 25, 30, 45, and 60 minutes. 1768 of 11211
20-1869 35 April 19, 2023
We should evaluate the tieback test results and determine whether the tiebacks are acceptable. A proof-tested tieback with a ten-minute hold is acceptable if the tieback carries the maximum test load with less than 0.04-inch movement between one and 10 minutes, and total movement at the maximum test load exceeds 80 percent of the theoretical elastic elongation of the unbonded length. A proof-tested tieback with a 60-minute hold is acceptable if the tieback carries the maximum test load with less than 0.08-inch movement between six and 60 minutes, and total movement at the maximum test load exceeds 80 percent of the theoretical elastic elongation of the unbonded length. Tiebacks that fail to meet the first criterion will be assigned a reduced capacity. If the total movement of the tiebacks at the maximum test load does not exceed 80 percent of the theoretical elastic elongation of the unbonded length, the contractor should replace the tiebacks.
7.4.4 Construction Monitoring
Control of ground movement will depend as much on the timeliness of installation of lateral restraint as on the design. During excavation, the shoring system is expected to yield and deform laterally, which could cause the ground surface adjacent to the shoring wall to settle. The magnitudes of shoring movements and the resulting settlements are difficult to estimate because they depend on many factors, including the method of installation and the contractor's skill in the shoring installation. Ground movements due to a properly designed and constructed shoring system should be within ordinary accepted limits of about one inch. A monitoring program should be established to evaluate the effects of the construction on the adjacent properties.
The conditions of existing structures within 40 feet of the site should be photographed and surveyed prior to the start of construction and monitored periodically during construction. In addition, prior to the start of excavation, the contractor should establish survey points on the shoring system, on the ground surface at critical locations behind the shoring, and on adjacent buildings. These survey points should be used to monitor the vertical and horizontal movements of the shoring and the ground behind the shoring throughout construction. 1769 of 11211
20-1869 36 April 19, 2023
The survey points should be monitored regularly, and the results should be submitted to us in a timely manner for review. For estimating purposes, assume that the instrumentation will be read as follows:
• Prior to any excavation or shoring work at the site,
• after installing soldier piles / SMX columns,
• after excavation of each lift,
• after the excavation reaches its lowest elevation, and • every two weeks until the street-level floor slab is constructed.
7.5 Pavement Design
Design recommendations for asphalt concrete and Portland cement concrete pavements and concrete pavers are presented in the following sections.
7.5.1 Flexible (Asphalt Concrete) Pavement Design
The State of California flexible pavement design method was used to develop the recommended asphalt concrete pavement sections. For pavement design, we assumed a resistance value (Rvalue) of 5, which is appropriate for clays. Recommended pavement sections for traffic indices ranging from 4.5 to 7.5 are presented in Table 4.
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20-1869 37 April 19, 2023
TABLE 4
AC Pavement Sections
TI Asphaltic Concrete
(inches)
Class 2 Aggregate Base
R = 78
(inches)
4.5 2.5 9.5
5.0 3.0 10.0
5.5 3.0 12.0
6.0 3.5 13.0
6.5 4.0 13.5
7.0 4.0 15.5
7.5 4.5 16.5
The upper 12 inches of the subgrade soil should be scarified, moisture conditioned, and compacted in accordance with requirements presented in Table 3 in Section 7.1. The aggregate base should be moisture conditioned to near optimum and compacted to at least 95 percent relative compaction. Both the subgrade and the aggregate base should be firm and non-yielding during proof-rolling under the observation of our field engineer.
If pavements will be adjacent to irrigated landscaped areas, curbs adjacent to those areas should extend through the aggregate base and at least three inches into the underlying soil to reduce the potential for irrigation water to infiltrate into the pavement section.
7.5.2 Rigid (Portland Cement Concrete) Pavement
For the parking garage ramp and driveway, which will experience only passenger car traffic, we recommend the concrete slab be at least five inches thick and placed over at least six inches of Class 2 aggregate base (AB). For concrete pavement that may be subject to traffic from heavier vehicles, such as garbage trucks or moving trucks, assuming a maximum single-axle load of 20,000 pounds and a maximum tandem axle of 32,000 pounds, the recommended rigid pavement section for these axle loads is 6 inches of Portland cement concrete over at least six inches of 1771 of 11211
20-1869 38 April 19, 2023
Class 2 aggregate base. Where fire truck traffic is expected, the pavement section should consist of seven inches of Portland cement concrete over at least six inches of Class 2 aggregate base.
Prior to placement of the aggregate base, we should confirm by proof rolling that the native soil subgrade is firm and non-yielding, and compacted in accordance with the specifications in Table
3. If the subgrade deflects excessively during proof rolling, it should be scarified, aerated, and recompacted as discussed in Section 7.1 of this report.
The modulus of rupture of the concrete should be at least 500 psi at 28 days. Contraction joints should be constructed at 15-foot spacing. Where the outer edge of a concrete pavement meets asphalt pavement, the concrete slab should be thickened by 50 percent at a taper not to exceed a slope of 1 in 10. Concrete slabs subject to vehicular traffic should be reinforced with a minimum of No. 4 bars spaced at 16 inches in both directions.
Recommendations for subgrade preparation and aggregate base compaction for concrete pavement are the same as those described above for asphalt concrete pavement.
7.6 Seismic Design
The latitude and longitude of the site are 37.5645° and -122.3210°, respectively. For design in accordance with the 2022 CBC, we recommend the following:
• Site Class D (stiff soil, non-default)
• SS = 1.873g, S1 = 0.768g
The 2022 CBC is based on the guidelines contained within ASCE 7-16 (Supplement 3 revision), which stipulates that where S1 is greater than 0.2 times gravity (g) for Site Class D, a ground motion hazard analysis is required unless the long-period spectral design parameters (SM1, SD1) are increased by 50%. Therefore, we recommend the following seismic design parameters, which include the 50% increase as designated by an asterisk:
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20-1869 39 April 19, 2023
• Fa = 1.0, Fv = 1.7
• SMS = 1.873g, SM1* = 1.958g
• SDS = 1.249g, SD1* = 1.306g
• Seismic Design Category E for Risk Factors I, II, and III Depending on the structural design methodology and fundamental period of the proposed building, it may be advantageous to perform a ground motion hazard analysis (the project structural engineer should confirm). We can perform a ground motion hazard analysis upon request.
8.0 ADDITIONAL GEOTECHNICAL SERVICES
Prior to construction, Rockridge Geotechnical should review the project plans and specifications to verify that they conform to the intent of our recommendations. During construction, our field engineer should provide on-site observation and testing during site preparation, excavation, grading, fill placement and compaction, shoring installation and load testing, and foundation installation. These observations will allow us to compare actual with anticipated soil conditions and to check that the contractor’s work conforms with the geotechnical aspects of the plans and specifications.
9.0 LIMITATIONS
This geotechnical investigation has been conducted in accordance with the standard of care commonly used as state-of-practice in the profession. No other warranties are either expressed or implied. The recommendations made in this report are based on the assumption that the soil and groundwater conditions do not deviate appreciably from those disclosed in the exploratory borings. If any variations or undesirable conditions are encountered during construction, we should be notified so that additional recommendations can be made. The recommendations presented in this report are developed exclusively for the proposed development described in this report and are not valid for other locations and construction in the project vicinity. 1773 of 11211
REFERENCES
American Concrete Institute (2001), “Guide for Design and Construction of Concrete Parking Lots”, report ACI 330R-01.
California Building Code (2019).
California Division of Mines and Geology (1996). Probabilistic seismic hazard assessment for the State of California, DMG Open-File Report 96-08.
California Geological Survey (2018), State of California Seismic Hazard Zones, San Mateo Quadrangle, Official Map, January 11, 2018.
California Geological Survey (2018), State of California Seismic Hazard Zone Report for the San Mateo 7.5-Minute Quadrangle.
Field, E.H., Biasi, G.P., Bird, P., Dawson, T.E., Felzer, K.R., Jackson, D.D., Johnson, K.M., Jordan, T.H., Madden, C., Michael, A.J., Milner, K.R., Page, M.T., Parsons, T., Powers, P.M., Shaw, B.E., Thatcher, W.R., Weldon, R.J., II, and Zeng, Y., (2013). Uniform California earthquake rupture forecast, version 3 (UCERF3)—The time-independent model: U.S.
Geological Survey Open-File Report 2013–1165, 97 p.
Helley, E.J., Graymer, R.W., Phelps, G.A., Showalter, P.K., and Wentworth, C.M. (1994), “Quaternary Geology of Santa Clara Valley, Santa Clara, Alameda, and San Mateo Counties, California: A digital database,” May 1994.
Petersen, M.D., Moschetti, M.P., Powers, P.M., Mueller, C.S., Haller, K.M., Frankel, A.D., Zeng, Y., Rezaeian, S., Harmsen, S.C., Boyd, O.S., Field, E.H., Chen, R., Rukstales, K.S., Luco, N., Wheeler, R.L., Williams, R.A., and Olsen, A.H., (2014). Documentation for the 2014 update of the United States national seismic hazard maps: U.S. Geological Survey Open-File Report 2014–1091, 243 p.,
Thompson, E.M., Wald, D.J, Worden, B., Field, E.H., Luco, N., Petersen, M.D., Powers, P.M., Badie, R. (2016) Shakemap earthquake scenario: Building Seismic Safety Council 2014 Event Set (BSSC2014). U.S. Geological Survey.
Toppozada, T.R. and Borchardt G. (1998). “Re-evaluation of the 1936 “Hayward Fault” and the 1838 San Andreas Fault Earthquakes.” Bulletin of Seismological Society of America, 88(1), 140-159.
U.S. Geological Survey and California Geological Survey (2014). Quaternary Fault and Fold Database of the United States, updated February 13, 2015. http://earthquake.usgs.gov/hazards/qfaults/
1774 of 11211
FIGURES
1775 of 11211
ROCKRIDGE
GEOTECHNICAL
SITE LOCATION MAP
SITE
Base map: The Thomas Guide
San Mateo County
2002 0 1/2 Mile
Approximate scale
1/4
Date 1 04/05/22 Project No. Figure 20-1869
401-445 S. B Street
San Mateo, California
1776 of 11211
0Approximate scale30 Feet 04/14/22 20-1869 2 San Mateo, California SITE PLAN Date Project No. Figure 401-445 S. B STREET EXPLANATION Approximate location of boring by Rockridge Geotechnical Inc., January 17, 2022 Approximate location of boring by Cornerstone Earth Group, November 6 & 21, 2019 Project limits Approximate locations (at a minimum) in which temporary shoring should consist of continuous cut-off wall, and passive dewatering system should be used, pending results of detailed groundwater drawdown analysis EB-1 B-1 B-1 B-2 EB-1 ROCKRIDGE GEOTECHNICAL Reference: Base map from a drawing titled "Existing Conditions", by RMW Architecture, dated February 1, 2023. 1777 of 11211
REGIONAL GEOLOGIC MAP
ROCKRIDGE
GEOTECHNICAL
Approximate scale
1000
Date 3 Project No. Figure
0 2000 Feet
04/05/22 20-1869
401-445 S. B Street
San Mateo, California
Base map: Google Earth with U.S. Geological Survey (USGS), San Mateo County, 2018.
Geologic contact:
dashed where approximate and dotted
where concealed, queried where uncertain
SITE
EXPLANATION
af
Artificial Fill
Alluvium (Holocene)
Alluvium (Pleistocene)
af
Qha
Qpa
Qha
Qpa
KJfc
KJfs
Qpa
Qpa
KJfs
af
Franciscan Complex sedimentary rocks
(Early Cretaceous and (or) Late Jurassic)
Franciscan Complex chert
(Early Cretaceous and (or) Late Jurassic)
KJfs
KJfc
1778 of 11211
Date Project No. Figure
Base Map: U.S. Geological Survey (USGS), National Seismic Hazards Maps - Fault Sources, 2014. 10 Miles
Approximate scale
0 5
ROCKRIDGE
GEOTECHNICAL
REGIONAL FAULT MAP
SITE
EXPLANATION
Strike slip
Thrust (Reverse)
Normal
04/05/22 20-1869 4
401-445 S. B Street
San Mateo, California
1779 of 11211
0 4,000 Feet
Approximate scale
2,000
ROCKRIDGE
GEOTECHNICAL Date 5 Project No. Figure
Reference:
Earthquake Zones of Required Investigation
San Mateo Quadrangle
California Geological Survey
Released January 11, 2018
Earthquake-Induced Landslide Zones
Areas where previous occurrence of landslide movement, or local topographic, geological, geotechnical and subsurface water conditions indicate a potential for permanent ground displacements such that mitigation as defined in Public Resources Code Section 2693(c) would be required.
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.
EARTHQUAKE ZONES OF REQUIRED
INVESTIGATION MAP
04/05/22 20-1869
401-445 S. B Street
San Mateo, California
SITE
1780 of 11211
100 psf 10 feet Pressure due to vehicle surcharge along street, where applicable
(for construction equipment no
closer than 5 feet, use 250 psf)
Shoring Bottom of excavation H Ground surface H1 23 H1 Dewatered GWL3 Bond between anchor and soil is considered effective only to the right of dashed line 60° Bottom of excavation 0.2 H Stressing length (15 feet min for strands 10 feet min for bars) Bond length (15-feet min) Ground surface H 0 1,500 psf Approximate allowable skin friction on pressure-grouted and
post-grouted tieback. Contractor to confirm based on soil conditions encountered during drilling and construction means and methods. 10 feet Shoring Tieback . 37 H psf 2,000 psf maximum D1 260 pcf 1 125 pcf 1 Tieback or Internal Bracing 13 H 23 (H-H1) NOT TO SCALE Date Project No. Figure 6 ROCKRIDGE GEOTECHNICAL DESIGN PARAMETERS FOR SOLDIER-PILE- AND-LAGGING TEMPORARY SHORING SYSTEM WITH ONE ROW OF TIEBACKS AND ACTIVE DEWATERING 04/07/22 Notes: 1. Passive pressures include a factor of safety of about 1.5. 2. For soldier piles spaced at more than three times the soldier pile diameter, the passive pressure should be assumed to act over three diameters. 3. Assumed temporary groundwater level (D1) should be coordinated with the excavation dewatering design. 4. Recommended pressures do not include potential surcharge pressures that may result from cranes, boom pumps, or neighboring building foundations. 20-1869 San Mateo, California 401-445 S. B STREET 1781 of 11211 100 psf 10 feet Pressure due to vehicle surcharge
along street, where
applicable
(heavy equipment should come no closer than 5 feet to the face of excavation) Shoring Bottom of excavation H Ground surface H1 Dewatered GWL3 Bond between anchor and soil is considered effective only to the right of dashed line 60° Bottom of excavation 0.2 H Stressing length (15 feet min for strands 10 feet min for bars) Bond length (15-feet min) Ground surface H 0 1,500 psf Approximate allowable skin friction on pressure-grouted and
post-grouted tieback. Contractor to confirm based on soil conditions encountered during drilling and construction means and methods. 10 feet Shoring Tieback . 31 H psf 2,000 psf maximum D (10 feet minimum)
77 pcf 1 Continuous Groundwater Cut-off Wall (Soil-Cement mix) HW Hw x 2D2D+Hw x 62.4 psf 23 H1 13 H 23 (H-H1) Assumed high groundwater level ~11 feet bgs NOT TO SCALE Date Project No. Figure 7 ROCKRIDGE GEOTECHNICAL DESIGN PARAMETERS FOR TEMPORARY ANCHORED CUT-OFF WALL SHORING SYSTEM WITH ONE ROW OF TIEBACKS AND PASSIVE DEWATERING 04/07/22 Notes: 1. Passive pressure includes a factor of safety of about 1.5. 2. For soldier piles spaced at more than three times the soldier pile diameter, the passive pressure should be assumed to act over three diameters, provided the concrete or soil-cement mix is sufficiently strong to accommodate the corresponding stresses (shoring designer should confirm). 3. Stressing lenth; minimum 15 feet for strands, minimum 10 feet for bars. 4. The recommended design pressures are for preliminary design. These pressures are dependent on the depths of excavation, we may need to revise these recommended design pressures once the depths are finalized. 5. Recommended pressures do not include potential surcharge pressures that may result from cranes, boom pumps, or neighboring building foundations. 20-1869 San Mateo, California 401-445 S. B STREET 1782 of 11211
APPENDIX A
Logs of Borings by Rockridge Geotechnical
1783 of 11211
Sampler
Type
Sample
Blows/ 6"
SPT
N-Value1
DEPTH
LITHOLOGY
(feet)
Dry Density
Lbs/Cu Ft
Type of
Strength
Test
Shear Strength
Lbs/Sq Ft
Fines
%
Confining
Pressure
Lbs/Sq Ft
Natural
Moisture
Content, %
Sampler:
Boring location:
Date started:
Drilling method:
Logged by:
Drilled by:
Rig:
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
MATERIAL DESCRIPTION
LABORATORY TEST DATA
SAMPLES
Figure:
A-1a
PROJECT:
Project No.:
20-1869
PAGE 1 OF 2
Log of Boring B-1
ROCKRIDGE
GEOTECHNICAL
10.9 108
401-445 S. B Street
San Mateo, California
CL
CL
CL
CL
SM
17 SPT
See Site Plan, Figure 2
01/17/2022 Date finished:
Hammer weight/drop: 140 lbs./30 inches Hammer type:
3 inches of asphalt concrete
Downhole Safety Hammer
Hollow-stem auger
J. Lei
(01/17/2022; 11:43 AM)
Exploration Geoservices, Inc.
Mobile B-61 01/17/2022
7 9
13 MC 14
13 16
19 MC 22
17 17
17 SPT 37
50/5”
32 50/5” MC
CLAY (CL)
brown, stiff, moist, trace sand
6 inches of aggregate base
very stiff
light brown with black speckling
SILTY SAND (SM)
brown, dense, moist, fine to coarse sand, trace fine
to coarse subangular gravel
CLAY (CL)
brown, hard, wet
GRAVELLY CLAY (CL)
brown, hard, wet, fine subangular gravel
Modified California (MC), Standard Penetration Test (SPT) 31 41
42 MC 52
14 21
35 MC 35
30 50/6” MC
CLAY with SAND (CL)
brown, hard, wet, trace fine sand
32/6”
54/5”
32/5”
LL = 23, PI = 10; see Appendix B
Soil Corrosivity Test; see Appendix B
Particle Size Distribution; see Appendix B
very dense
1784 of 11211
Dry Density
Lbs/Cu Ft
Type of
Strength
Test
Shear Strength
Lbs/Sq Ft
Fines
%
Confining
Pressure
Lbs/Sq Ft
Natural
Moisture
Content, %
Sampler
Type
Sample
Blows/ 6"
SPT
N-Value1
DEPTH
LITHOLOGY
(feet)
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
MATERIAL DESCRIPTION
LABORATORY TEST DATA SAMPLES
Figure:
A-1b
PROJECT:
Project No.:
PAGE 2 OF 2
Log of Boring B-1
ROCKRIDGE
GEOTECHNICAL
1 20-1869
401-445 S. B Street
San Mateo, California
CL CLAY with SAND (CL) (continued)
SPT
13 16
26 45
Boring terminated at a depth of 50.5 feet below
ground surface.
Boring backfilled with cement grout.
Groundwater encountered at a depth of 19 feet
during drilling.
MC and SPT blow counts for the last two increments
were converted to SPT N-Values using factors of 0.63,
and 1.08, respectively, to account for sampler type
and hammer energy. SPT sampler used without liners.
6 8
14 MC 14
CLAY (CL)
light brown, hard, wet
CLAYEY SAND with GRAVEL (SC)
gray-brown, medium dense, wet, fine to coarse sand,
fine to coarse subangular gravel
CLAY with SAND (CL)
gray-brown with orange mottling, hard, wet, fine to
coarse sand
CL
CL
SC
MC 50/6”
28 50/6” MC
CLAY (CL)
brown, stiff, wet, trace sand
CL
16 32
42 MC 47
LL = 30, PI = 13; see Appendix B
Particle Size Distribution; see Appendix B
32/6”
32/6”
17 1785 of 11211
Sampler
Type
Sample
Blows/ 6"
SPT
N-Value1
DEPTH
LITHOLOGY
(feet)
Dry Density
Lbs/Cu Ft
Type of
Strength
Test
Shear Strength
Lbs/Sq Ft
Fines
%
Confining
Pressure
Lbs/Sq Ft
Natural
Moisture
Content, %
Sampler:
Boring location:
Date started:
Drilling method:
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
MATERIAL DESCRIPTION
LABORATORY TEST DATA
SAMPLES
Figure:
A-2a
PROJECT:
Project No.:
20-1869
PAGE 1 OF 2
Log of Boring B-2
ROCKRIDGE
GEOTECHNICAL
11 7.9 100
401-445 S. B Street
San Mateo, California
Logged by:
Drilled by: 01/17/2022 Rig:
J. Lei
Exploration Geoservices, Inc.
Mobile B-61 01/17/2022
See Site Plan, Figure 2
Date finished:
Hammer weight/drop: 140 lbs./30 inches Hammer type:
3 inches of asphalt concrete
Downhole Safety Hammer
Hollow-stem auger
(01/17/2022; 10:00 AM)
11 10
7 MC 11
7 16
31 MC 30
21 31
38 SPT 75
CLAY with SAND (CL)
brown, stiff, moist, fine and medium sand
9 inches of aggregate base
CLAY (CL)
brown, stiff, moist, trace fine sand
CLAY with SAND (CL)
brown, hard, miost, fine sand, trace coarse sand
CLAYEY SAND (SC)
light brown, dense, moist, fine sand
CLAY (CL)
brown, very stiff, wet, trace fine sand and subangular
gravel
9 11
11 MC 14
21 31
33 MC 40
21 23
20 MC 27
11 14
16 MC 19
12 14
16 MC 19
brown with black speckling, very stiff to hard
very dense
CLAYEY GRAVEL with SAND (GC)
light brown, very dense, moist, fine subangular
gravel, fine sand
GRAVEL with CLAY and SAND (GP-GC)
brown, medium dense, moist, fine to coarse subangular gravel, fine to coarse sand stiff, increased plasticity, no sand or gravel content
CLAY (CL)
light brown with black speckling, very stiff, wet, trace fine sand
CL
CL
SC
GPGC
GC
CL
CL
LL = 44, PI = 26; see Appendix B
Particle Size Distribution; see Appendix B
very stiff
CL
Soil Corrosivity Test; see Appendix B
Modified California (MC), Standard Penetration Test (SPT) 1786 of 11211
Dry Density
Lbs/Cu Ft
Type of
Strength
Test
Shear Strength
Lbs/Sq Ft
Fines
%
Confining
Pressure
Lbs/Sq Ft
Natural
Moisture
Content, %
Sampler
Type
Sample
Blows/ 6"
SPT
N-Value1
DEPTH
LITHOLOGY
(feet)
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
MATERIAL DESCRIPTION
LABORATORY TEST DATA SAMPLES
Figure:
A-2b
PROJECT:
Project No.:
PAGE 2 OF 2
Log of Boring B-2
ROCKRIDGE
GEOTECHNICAL
1 20-1869
401-445 S. B Street
San Mateo, California
MC
CLAY (CL) (continued) CL
30 50/4”
Boring terminated at a depth of 51 feet below
ground surface.
Boring backfilled with cement grout.
Groundwater encountered at a depth of 19 feet
during drilling.
MC and SPT blow counts for the last two increments
were converted to SPT N-Values using factors of 0.63,
and 1.08, respectively, to account for sampler type
and hammer energy. SPT sampler used without liners.
20 20
20 SPT 43
CLAYEY SAND (SC)
gray-brown, dense, wet, fine sand
CLAY with SAND (CL)
gray-brown with orange mottling, hard, wet, fine to
coarse sand
CL
SC
30 MC 50/6”
CLAY (CL)
light brown with orange mottling, hard, wet
CL
10 16
26 MC 26
20 32
50/6”
MC 52
CLAY (CL)
brown, hard, wet, trace fine sand and subangular
gravel
gray-brown with orange mottling, trace coarse sand
CL
19 32/4”
32/6”
Particle Size Distribution; see Appendix B
1787 of 11211
CLASSIFICATION CHART
Major Divisions Symbols Typical Names
GW
GP
GM
GC
SW
SP
SM
SC
ML
CL
OL
MH
CH
OH
Highly Organic Soils PT
UNIFIED SOIL CLASSIFICATION SYSTEM
Well-graded gravels or gravel-sand mixtures, little or no fines Poorly-graded gravels or gravel-sand mixtures, little or no fines Silty gravels, gravel-sand-silt mixtures
Clayey gravels, gravel-sand-clay mixtures
Well-graded sands or gravelly sands, little or no fines Poorly-graded sands or gravelly sands, little or no fines Silty sands, sand-silt mixtures
Inorganic silts and clayey silts of low plasticity, sandy silts, gravelly silts Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, lean clays Organic silts and organic silt-clays of low plasticity
Inorganic silts of high plasticity
Inorganic clays of high plasticity, fat clays
Organic silts and clays of high plasticity
Peat and other highly organic soils
Clayey sands, sand-clay mixtures
Range of Grain Sizes
Grain Size
in Millimeters
U.S. Standard
Sieve Size
Above 12"
12" to 3"
Classification
Boulders
Cobbles
Above 305
305 to 76.2
Silt and Clay Below No. 200 Below 0.075
GRAIN SIZE CHART
SAMPLER TYPE
Coarse-Grained Soils
(more than half of soil > no. 200
sieve size)
Fine -Grained Soils
(more than half of soil
< no. 200 sieve size)
Gravels
(More than half of
coarse fraction >
no. 4 sieve size)
Sands
(More than half of
coarse fraction <
no. 4 sieve size)
Silts and Clays
LL = < 50
Silts and Clays
LL = > 50
Gravel
coarse
fine
3" to No. 4
3" to 3/4"
3/4" to No. 4
No. 4 to No. 200
No. 4 to No. 10
No. 10 to No. 40
No. 40 to No. 200
76.2 to 4.76
76.2 to 19.1
19.1 to 4.76
4.76 to 0.075
4.76 to 2.00
2.00 to 0.420
0.420 to 0.075
Sand
coarse
medium
fine
C Core barrel
CA California split-barrel sampler with 2.5-inch outside diameter and a 1.93-inch inside diameter
D&M Dames & Moore piston sampler using 2.5-inch outside diameter, thin-walled tube
O Osterberg piston sampler using 3.0-inch outside diameter, thin-walled Shelby tube
PT Pitcher tube sampler using 3.0-inch outside diameter, thin-walled Shelby tube
MC Modified California sampler with a 3.0-inch outside
diameter and a 2.43-inch inside diameter
SPT Standard Penetration Test (SPT) split-barrel sampler with a 2.0-inch outside diameter and a 1.38- or 1.5-inch inside diameter (refer to text)
ST Shelby Tube (3.0-inch outside diameter, thin-walled tube) advanced with hydraulic pressure
SAMPLE DESIGNATIONS/SYMBOLS
Sample taken with California or Modified California split-barrel sampler. Darkened area indicates soil recovered
Classification sample taken with Standard Penetration Test sampler Undisturbed sample taken with thin-walled tube
Disturbed sample
Sampling attempted with no recovery
Core sample
Analytical laboratory sample
Sample taken with Direct Push sampler
Sonic
Unstabilized groundwater level
Stabilized groundwater level
ROCKRIDGE
GEOTECHNICAL Date 20-1869 Project No. Figure A-3
401-445 S. B Street
San Mateo, California
04/05/22
1788 of 11211
APPENDIX B
Laboratory Test Results
1789 of 11211
ML or OL
MH or OH
Symbol Source
Natural
M.C. (%)
Liquid
Limit (%)
CL - ML
0 10
20 30
40 50
60 70
0 10 20 30 40 50 60 70 80 90 100 110 120
LIQUID LIMIT (LL)
Description and Classification
% Passing
#200 Sieve
Plasticity
Index (%)
PLASTICITY CHART
ROCKRIDGE
GEOTECHNICAL Date B-1 04/05/22 Project No. Figure 20-1869 401-445 S. B Street
San Mateo, California
PLASTICITY INDEX (PI)
Ref erence:
ASTM D2487-00
B-1 at 3.5 feet
B-1 at 35.5 feet
B-2 at 15.25 feet
CLAY (CL), brown
CLAYEY SAND with GRAVEL (SC),
gray-brown
GRAVEL with CLAY and SAND (GP-GC),
brown
10.9 --
7.9 --
16.6 11.0
23 30
44 10
13 26
1790 of 11211
SYMBOL SOURCE DEPTH Material Description USCS (ft.)
SOIL DATA
PERCENT FINER
0 10
20 30
40 50
60 70
80 90
100
GRAIN SIZE - mm.
100 10 1 0.1 0.01 0.001
% +3" Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 7.3 7.3 20.2 36.9 11.5 16.8
0.0 15.5 17.1 12.0 20.9 17.9 16.6
0.0 22.7 24.0 15.5 21.3 5.5 11.0
0.0 0.6 0.6 18.7 39.6 22.0 18.5 6 in. 3 in. 2 in.
1½ in.
1 in.¾ in.
½ in.3/8 in.#4#10
#20#30#40#60#100#140
#200
B-1 10.0' SM
B-1 35.5' SC
B-2 15.3' GP-GC
B-2 35.0' SC
PARTICLE SIZE DISTRIBUTION REPORT
ROCKRIDGE
GEOTECHNICAL 04/05/22 20-1869
401-445 S. B Street
San Mateo, California
SILTY SAND, brown
CLAYEY SAND with GRAVEL, gray-brown
GRAVEL with CLAY and SAND, brown
CLAYEY SAND, gray-brown
Date B-2 Project No. Figure
1791 of 11211
Date Project No. Figure B-3
ROCKRIDGEGEOTECHNICAL 04/05/22 20-1869
TEST RESULTS
29990 Technology Dr., Suite 13, Murrieta, CA 92563 Tel: 213-928-7213 Fax: 951-226-1720 www.projectxcorrosion.com
07-445 S. B STREET
San Mateo, California
401-445 S. B STREET SOIL CORROSIVITY
Project X REPORT S220208ECorrosion Engineering Page 2
Corrosion Control – Soil, Water, Metallurgy Testing Lab Soil Analysis Lab Results
Client: Rockridge Geotechnical, Inc.
Job Name: 407-445 S B. Street
Client Job Number: 20-1869
Project X Job Number: S220208E
February 9, 2022
Method ASTM G51 ASTM
G200
SM 4500-D ASTM
D4327
ASTMD6919
ASTMD6919
ASTMD6919
ASTMD6919
ASTMD6919
ASTMD6919
ASTMD4327
ASTMD4327
Bore# / Description Depth pH Redox Sulfide
S2-
Nitrate
NO3-
Ammonium
NH4+
Lithium
Li+
Sodium
Na+
Potassium
K+
Magnesium
Mg2+
Calcium
Ca2+
Fluoride
F2--
Phosphate
PO43-
(ft) (mg/kg) (wt%) (mg/kg) (wt%) (Ohm-cm) (Ohm-cm) (mV) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) Sample 1b, B-1 CLAY
(CL), brown 1.75 321.1 0.0321 17.0 0.0017 10,050 1,206 7.8 235 ND 642.3 2.3 0.03 28.8 15.7 18.6 36.2 7.6 11.3 Sample 2b, B-2 CLAY
(CL), brown 4 89.8 0.0090 3.7 0.0004 6,700 2,144 7.8 217 ND 190.0 0.9 0.01 23.2 3.4 14.3 19.3 7.6 0.1 ASTM
G187
ASTMD4327
ASTMD4327
Resistivity
As Rec'd | Minimum
Sulfates
SO42-
Chlorides
ClCations and Anions, except Sulfide and Bicarbonate, tested with Ion Chromatography mg/kg = milligrams per kilogram (parts per million) of dry soil weight ND = 0 = Not Detected | NT = Not Tested | Unk = Unknown Chemical Analysis performed on 1:3 Soil-To-Water extract PPM = mg/kg (soil) = mg/L (Liquid)
1792 of 11211
APPENDIX C
Log of Boring by Others
1793 of 11211
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1795 of 11211
PHASE I ENVIRONMENTAL SITE ASSESSMENT
401 – 445 South B Street
San Mateo, California
Prepared For:
DTSM Talbot Venture, LLC
c/o Harvest Properties
180 Grand Avenue, Suite 1400
Oakland, California 94612
Prepared By:
Langan Engineering and Environmental Services, Inc.
1 Almaden Boulevard, Suite 590
San Jose, California 95113
Sarah Middleton
Senior Staff Geologist
Mukta Patil, PE
Senior Project Engineer
Peter J. Cusack
Associate Principal/Vice President
Report Date: 21 April 2023
180-Day Viability Date: 1 October 2023
770693401
1796 of 11211
Phase I Environmental Site Assessment
401 – 445 South B Street
San Mateo, California
21 April 2022
770693401
Page i
TABLE OF CONTENTS
EXECUTIVE SUMMARY............................................................................................................1 Subject Property Layout...............................................................................................1 Subject Property Current Use.......................................................................................1 Subject Property History...............................................................................................2 Conclusions....................................................................................................................2
1.0 INTRODUCTION.............................................................................................................4
1.1 Purpose...............................................................................................................4
1.2 Scope of Services...............................................................................................4
1.3 User Responsibilities .........................................................................................5
2.0 SUBJECT PROPERTY DESCRIPTION AND CURRENT USE .........................................6
2.1 Location, Legal Description, and Ownership ...................................................6
2.2 Physical Setting .................................................................................................6
2.3 Subject Property Description............................................................................8
2.4 Current Subject Property Use...........................................................................8
2.5 Hazardous Substances and Petroleum Products.............................................9
2.6 Air Emissions .....................................................................................................9
2.7 Waste Management ........................................................................................10
2.8 Wastewater......................................................................................................10
2.9 Storm Water.....................................................................................................10
3.0 SUBJECT PROPERTY HISTORY AND RECORDS REVIEW.........................................10
3.1 Historical Summary .........................................................................................10
3.2 Regulatory Database Review..........................................................................11
3.3 Prior Environmental Report Review...............................................................12
4.0 ADJOINING PROPERTIES AND SURROUNDING AREA............................................22
4.1 Current Use of Adjoining Properties and Surrounding Area ........................22
4.2 Adjoining Properties and Surrounding Area History.....................................22
4.3 Regulatory Database Review..........................................................................23
5.0 CONCLUSIONS, FINDINGS, AND OPINIONS.............................................................28
6.0 ENVIRONMENTAL PROFESSIONAL STATEMENT ....................................................29
7.0 REFERENCES ...............................................................................................................30
8.0 LIMITATIONS AND DEFINITIONS...............................................................................31
8.1 ASTM Definitions.............................................................................................32
8.2 Standard Environmental Record Sources ......................................................35
8.3 Limiting Conditions/Deviations......................................................................36
8.4 Data Gaps.........................................................................................................36 TABLES
APPENDICES
770693401.01_PHASE I ESA_401 - 445 S B STREET
1797 of 11211
Phase I Environmental Site Assessment
401 – 445 South B Street
San Mateo, California
21 April 2022
770693401
Page ii
LIST OF TABLES
Table ES-1 Conclusions, Findings and Opinions
Table 2-1 Parcel Information
Table 2-2 Utility Providers
Table 3-1 Subject Property History
Table 4-1 Current Use of Adjoining Properties and Surrounding Area Table 4-2 Historical Use of Adjoining Properties
Table 7-1 Dates of Assessment Components
LIST OF APPENDICES
Appendix A Figures
Figure 1 Subject Property Location Map
Figure 2 Subject Property Layout
Figure 3 Nearby Properties Map
Figure 4 Subject Property Layout with Sampling Locations Appendix B User Provided Information
Appendix C Environmental Database Report
Appendix D Site Reconnaissance Photographs and Checklist Appendix E Agency Records and Other Reports
Appendix F Historical Resources
Appendix G Resumes of Environmental Professionals
1798 of 11211
Phase I Environmental Site Assessment
401 – 445 South B Street
San Mateo, California
21 April 2022
770693401
PHASE I ENVIRONMENTAL SITE ASSESSMENT
401 – 445 South B Street
San Mateo, California
EXECUTIVE SUMMARY
Langan Engineering and Environmental Services, Inc. (Langan) completed a Phase I Environmental Site Assessment (ESA) of the properties located at 401 – 445 South B Street in San Mateo, California (the “subject property”) under the written authorization of DTSM Talbots Venture, LLC (“Client” and the “user”). The subject property consists of the following addresses:
401, 405, 407, 409, 411, 415, and 445 South B Street. A Subject Property Location Map is provided in Appendix A (Figure 1).
The Phase I ESA was completed following the guidelines of ASTM International Standard Practice E1527-21 (ASTM E1527-21), the United States Environmental Protection Agency’s (US EPA) All Appropriate Inquiries (AAI) Rule, and industry standard practice. The user requested this ESA as part of their environmental due diligence related to the subject property.
Subject Property Layout
The subject property is approximately 1.3 acres and is developed with four commercial buildings and an enclosed parking structure occupying approximately 32,000-square feet as well as a 17,000-square foot asphalt-paved surface parking area. The subject property is bound by East 4 th
Avenue to the northwest, South Railroad Avenue to the northeast, South B Street to the southwest, and East 5
th Avenue to the southeast. The subject property is identified by San Mateo County as Assessor Parcel Numbers (APNs): 034-179-010, 034-179-020, 034-179-030, 034-179- 040, 034-179-050, and 034-179-060.
Subject Property Current Use
The subject property is currently developed with four commercial buildings, an enclosed parking structure and an asphalt paved surface parking lot. The commercial buildings are occupied by restaurants, a full service salon, and a retail store. The storefront addresses 411, 415, and 445 South B Street are currently vacant.
1799 of 11211
Phase I Environmental Site Assessment
401 – 445 South B Street
San Mateo, California
21 April 2022
770693401
Subject Property History
The subject property consisted of residential land and an auto service repair shop as early as the 1920s. In the 1970s, the subject property was developed into a commercial area that consisted of a laundromat and dry cleaner, toy store, paint shop, kitchen store and finance offices.
Businesses operating at the subject property remained relatively unchanged through the early 2000’s with the addition of a salon. After review of all available data and reports concerning the subject property, Langan does not consider the historical use of the subject property to be a recognized environmental condition (REC) due to the lack of evidence regarding a historical release.
Conclusions
Langan completed a Phase I ESA of the subject property using the scope guidelines and inherent limitations of ASTM E1527-21. Table ES-1 presents the conclusions of the Phase I ESA.
Table ES-1 Conclusions, Findings and Opinions
ASTM E1527-21 Scope Items
Recognized Environmental Conditions (RECs)
Regional Petroleum Hydrocarbon Contamination: Based on the results of RMD’s 2022 Phase II investigation dated 27 April 2022, concentrations of total petroleum hydrocarbons as diesel (TPHd) exceeding Maximum Contaminant Level (MCL) Priority ESLs are present in groundwater as well as concentrations of benzene exceeding residential and commercial ESLs in soil vapor. According to historical records, gasoline service stations and automotive repair shops with USTs have been located in the vicinity of the subject property since the 1920s. Based on the location of the subject property relative to multiple closed leaking underground storage tank (LUST) cases and EDR HIST AUTO facilities, Langan concludes the petroleum hydrocarbon contamination below the subject property is a result of an offsubject property release or releases. The presence of petroleum hydrocarbon contamination below the subject property, emanating from an off-site source or sources, is evidence of a release affecting the environmental integrity of the subject property and constitutes a REC for the subject property.
Regional Chlorinated Solvents Contamination: Based on the results of RMD’s 2022 Phase II investigation dated 27 April 2022, elevated concentration of chloroform, tetrachloroethene (PCE), and trichloroethene (TCE) are present in soil vapor on the northeastern portion of the subject property. Additionally, concentrations of PCE and chloroform exceeding commercial and residential vapor intrusion ESLs are present in groundwater below the subject property. According to the open GeoTracker case file, Wardrobe Cleaners, located approximately 84 feet upgradient of the subject property, has been identified as a source of chlorinated solvent contamination in the surrounding area. The known soil vapor and groundwater contamination from the adjoining property and potential for associated vapor intrusion in subject property buildings constitutes a REC.
Controlled Recognized Environmental Conditions (CRECs)
1800 of 11211
Phase I Environmental Site Assessment
401 – 445 South B Street
San Mateo, California
21 April 2022
770693401
ASTM E1527-21 Scope Items
Langan did not identify CRECs.
Historical Recognized Environmental Conditions (HRECs)
Langan did not identify HRECs.
De Minimis Conditions
Langan did not identify any de minimis conditions.
Significant Data Gaps
Langan did not identify significant data gaps.
Recommendations
Because elevated concentrations of constituents of concern (COCs) were detected at the subject property in the nature of metals related to historic fill, petroleum hydrocarbon impacts from off-site releases at upgradient gasoline service stations and CVOCs from an adjacent upgradient drycleaning establishment, a soil management plan (SMP) and a health and safety plan (HASP) should be prepared prior to construction. The SMP will require oversight to identify and to manage impacts during construction activities and will also provide recommended measures to mitigate the long-term environmental or health and safety risks caused by the presence of such COCs in the soil, groundwater, and soil vapor. The SMP will contain contingency plans to be implemented during soil excavation and dewatering activities and will provide management strategies in the event that unanticipated hazardous materials are encountered. The HASP will outline proper soil handling procedures and health and safety requirements to minimize worker and public exposure to hazardous materials during construction. The shallow soil impacts may be addressed by removing the visually impacted soil or capping the residually impacted soils under hardscape during redevelopment.
The groundwater and soil vapor analytical results indicate that VOCs are present at concentrations exceeding the RWQCB ESLs for vapor intrusion. Langan recommends a vapor intrusion mitigation system (VIMS) be included in the building design to prevent vapor intrusion based on the groundwater and soil vapor results. Below-grade utility conduits entering the building should be sealed to prevent VOC migration along the conduits from outside the building into the sub-slab space beneath the building. The proposed design and specifications detailing of the VIMS should be prepared and inspected by a professional engineer (PE) registered in the State of California. 1801 of 11211
Phase I Environmental Site Assessment
401 – 445 South B Street
San Mateo, California
21 April 2022
770693401
1.0 INTRODUCTION
Langan Engineering and Environmental Services, Inc. (Langan) completed a Phase I Environmental Site Assessment (ESA) of the properties located at 401 – 445 South B Street in San Mateo, San Mateo County, California (the “subject property”) under the written authorization of DTSM Talbots Venture, LLC (“Client” and the “user”). The subject property consists of the following addresses: 401, 405, 407, 409, 411, 415, and 445 South B Street.
The Phase I ESA was completed following the guidelines of ASTM International Standard Practice E1527-21 (ASTM E1527-21), the United States Environmental Protection Agency’s (US EPA) All Appropriate Inquiries (AAI) Rule, and industry standard practice. The user requested this ESA as part of their environmental due diligence associated with the subject property.
1.1 Purpose
The purpose of this Phase I ESA is to identify recognized environmental conditions (REC) associated with the subject property. This purpose also includes identifying controlled recognized environmental conditions (CREC), historical recognized environmental conditions (HREC), de minimis conditions, and significant data gaps. The definitions of REC, CREC, HREC, de minimis condition and other select ASTM terms used in this report are in Section 8.
1.2 Scope of Services
Langan’s scope of services consisted of the completion of a Phase I ESA following the guidelines of ASTM E1527-21. Langan’s scope of services as it pertains to the elements of a Phase I ESA as specified in ASTM E1527-21 is described below.
Records Review and Local Government Interviews
Langan contracted a third-party provider to search environmental regulatory databases and provide historical records. The database search included select federal, state, local and tribal standard source environmental databases within the approximate search radii specified by ASTM E1527-21.
Langan submitted Freedom of Information Act (FOIA) requests to supplement environmental database listing information. The FOIA requests were submitted to the City of San Mateo, San Mateo Department of Environmental Health (SMDEH), and the San Mateo Fire Department (SMFD). Online EnviroStor and GeoTracker databases, operated by the California Department of 1802 of 11211
Phase I Environmental Site Assessment
401 – 445 South B Street
San Mateo, California
21 April 2022
770693401
Toxic Substances Control (DTSC) and the State of California Water Resources Control Board (RWQCB), respectively, were searched as well as United States Geological Survey (USGS) mapping and US EPA databases. Agency FOIA-requested information, where received, is discussed in relevant sections of this report and referenced in Section 7.
Site Reconnaissance and Owner/Operator/Occupant Interviews Langan completed the site reconnaissance on 31 March 2023. Dave Balestrieri with Prometheus and Gordon Moore representing Moore family accompanied Dulce M. Rodriguez Rivera of Langan during the site reconnaissance. The site reconnaissance focused on the spatial extent of the subject property and associated structures, and progressed to the adjoining and surrounding properties. The adjoining properties were observed from the subject property or from public rightof-ways. The weather at the time of the site reconnaissance was approximately 53ºF and partly sunny. Limiting conditions encountered during the site reconnaissance, if any, are discussed in Section 8.3.
Langan interviewed Dave Balestrieri and Gordon Moore during the site reconnaissance.
Evaluation, Report and Parts Used in Concert
Langan evaluated the information obtained from the records reviews, site reconnaissance and interviews described above, and from the user as described in Section 1.3 in concert with each other. Langan’s findings, opinions, and conclusions are discussed throughout this report.
Significant assumptions, or deletions, deviations or exceptions to ASTM E1527-21 are noted in Section 5.0 and Section 8.3, respectively.
Non-ASTM Scope Services
The scope of services for the Phase I ESA did not include non-scope ASTM considerations, including PFAS/PFOS, radon, asbestos containing materials (ACM), lead based paint (LBP), lead in drinking water, PCB-containing material, wetlands, cultural and historical resources, industrial hygiene, health and safety, ecological resources, endangered species, mold, indoor air quality, and biological agents.
1.3 User Responsibilities
Langan requested that the user provide the results of tasks the user is responsible for completing in order to satisfy the requirements of AAI. The tasks include: searching for known environmental liens and activity and use limitations (AULs) filed or recorded against the subject property, and 1803 of 11211
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provision of information related to specialized knowledge or experience of the user or the degree of obviousness relative to conditions indicative of releases or threatened releases; actual knowledge of the user regarding environmental liens or AULs related to the subject property; specialized knowledge or experience of the user; reasons for significantly lower purchase prices, and commonly known or reasonably ascertainable information within the local community about the subject property. Langan also requested that the user state the reason the Phase I ESA was requested. A summary of the user’s responses is provided in Appendix B and relevant information provided by the user is discussed in applicable sections of this report.
The Client requested Langan complete a search for environmental liens and AULs in connection with the subject property. Langan has placed an order for the documents and has not received them at the time of this report’s completion. If information is identified in the environmental lien or AUL search that would change the conclusions of this report, Langan will prepare an Addendum to this Phase I ESA. This information will be supplied to Langan by a vendor, and to the vendor by government sources; therefore, neither Langan nor the vendor can verify the completeness or accuracy of the AUL searches.
2.0 SUBJECT PROPERTY DESCRIPTION AND CURRENT USE
2.1 Location, Legal Description, and Ownership
The proposed development project consists of the following addresses: 401, 405, 407, 409, 411, 415, and 445 South B Street. The 1.3-acre subject property is bound by East 4 th Avenue to the
northwest, South Railroad Avenue to the northeast, South B Street to the southwest, and East 5 th Avenue to the southeast. The subject property is identified by San Mateo County as Assessor Parcel Numbers (APNs): 034-179-010, 034-179-020, 034-179-030, 034-179-040, 034-179-050, and 034-179-060. The subject property is developed with four commercial buildings and an enclosed parking structure occupying approximately 32,000-square feet, and an asphalt-paved surface parking area occupying approximately 17,000-square feet. The subject property is zoned as CBD/R – Central Business/Residential Overlay District, and is owned by DTSM Talbots Venture, LLC. A legal description of the subject property was not reasonably ascertainable.
2.2 Physical Setting
The physical setting that includes the geologic, hydrogeologic, hydrologic, and topographic characteristics of the subject property and surrounding area are discussed below. 1804 of 11211
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Topography
The 2018 United States Geological Survey (USGS) 7.5-minute quadrangle topographic map for San Mateo depicts the subject property at an elevation of approximately 29 feet above mean sea level (amsl). The regional topography slopes toward the northeast and the San Francisco Bay.
Geology
According to the U.S. Department of Agriculture’s (USDA) Natural Cooperative Soil Survey (NCSS), soils at the subject property are comprised primarily of clayey soils with very slow infiltration rates underlain by moderately coarse well drained soils with moderate infiltration rates.
Based on subsurface investigations conducted at the subject property and in the immediate vicinity, a layer of sandy clay and clayey sand fill material to depths of two to three feet bgs underlain by up to eight feet of primarily silt and sandy silt. Underlying the silt is sand and gravel to approximately 16 feet bgs. The soil between 16 feet bgs and the maximum explored depth of 34 feet bgs was primarily clay with varying amounts of sand and gravel.
Hydrogeology
Surface water bodies are not present within the boundary of the subject property. The nearest surface water bodies are the San Mateo Creek approximately 1,600 feet north and the San Francisco Bay, which is located approximately 1.1 miles northeast of the subject property.
Groundwater was encountered at depths ranging from 22 to 24 feet bgs during the environmental investigation conducted by RMD in 2022. Groundwater flow can be influenced by a number of factors such as surface water bodies, wetlands, hydrogeologic and anthropogenic variables.
However, based on previous groundwater monitoring performed by others at the subject property and surrounding area, groundwater is expected to generally flow to the southeast.
A review of the Geocheck section of the EDR Regulatory Database Report (Appendix C), the State Water Resource Control Board’s (SWRCB) Groundwater Ambient Monitoring and Assessment Program (GAMA) database identified no groundwater monitoring wells are present within the subject property boundary. The EDR Regulatory Database Report identified 96 wells within a ¼ mile radius of the subject property. A majority of these wells appear to be associated with various closed LUST cases in the area and have been decommissioned. During the site reconnaissance, Langan observed the soil vapor probes (SVP-1 through SVP-4) that were installed in the asphalt paved parking lot area of the subject property (APNs 034-179-050 and 034-179- 060) in 2022 by RMD (Appendix A, Figure 4).
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2.3 Subject Property Description
The subject property is currently developed with four commercial buildings along South B Street and an enclosed parking structure along South Railroad Avenue occupying approximately 32,000- square feet, as well as a 17,000-square foot asphalt-paved parking area along East 4 th Avenue.
The commercial buildings with addresses 401, 405, 407, and 409 South B Street are occupied by restaurants, a retail store, and a full service salon and spa. Properties with addresses 411, 415 and 445 South B Street are currently vacant. Portions of the subject property can be accessed from East 4th Avenue and South B Street.
A Subject Property Layout Map is provided in Figure 2 of Appendix A. Photographs of the subject property and a checklist documenting Langan’s observations relative to the features, activities, uses and conditions outlined in Section 9.4 of ASTM E1527-21 are in Appendix D.
2.4 Current Subject Property Use
The subject property is developed with four commercial buildings and an enclosed parking structure as well as an asphalt-paved parking area. The following table summarizes the current ownership and uses of the parcels within the subject property boundary.
Table 2-1 Parcel Information
Address APN APN Area Parcel Use
401 South B Street 034-179-010 13,000 square feet Restaurant (Tomatina) 405 South B Street Retail store (Bay Home &
Linens)
407 South B Street 034-179-020 5,700 square feet Restaurant (Pokeatery) 409 South B Street Full service salon
(Susan’s Salon & Spa)
411 South B Street Vacant (Formerly
Redwood Coast Cider)
415 South B Street 034-179-030 5,700 square feet Vacant (Formerly Talbot’s Cyclery)
445 South B Street 034-179-040 17,400 square feet Vacant (Formerly Talbot’s Toy Store)
No address, asphalt-paved
surface parking lot
034-179-050 5,700 square feet Parking area
No address, asphalt-paved
surface parking lot
034-179-060 10,890 square feet Parking area
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The following table summarizes subject property utility providers.
Table 2-2 Utility Providers
Utility Providers
Electricity PG&E
Natural gas PG&E
Water California Water Services
Sewer California Water Services
2.5 Hazardous Substances and Petroleum Products
Langan did not observe hazardous substances and/or petroleum products in connection with identified uses at the subject property. Langan did not observe evidence of leaks, spills, pools of liquid or releases such as staining, or sheens.
Underground Storage Tanks (USTs)
Langan did not observe any USTs at the subject property during the site reconnaissance.
Aboveground Storage Tanks (ASTs)
Langan did not observe any ASTs at the subject property during the site reconnaissance.
Drums, Totes, and Intermediate Bulk Containers
Langan did not observe any drums, totes, or intermediate bulk containers at the subject property during the site reconnaissance.
Other Chemical Storage, Containers, or Equipment
Langan observed shelves and storage cabinets containing retail-size containers of janitorial products in the occupied tenant spaces. Langan also observed electrical transformers at the 411 South B Street property. Langan did not observe indications of leaks or releases from the transformers.
2.6 Air Emissions
Langan did not identify obvious air emission sources at the subject property. 1807 of 11211
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2.7 Waste Management
Hazardous Waste
Langan did not observe any drums at the subject property. Historical hazardous waste generation at the subject property is discussed further in Section 3.2.
Non-Hazardous Waste
Langan did not observe any non-hazardous waste containers at the subject property.
Fill Areas or Solid Waste
Langan did not observe fill areas or solid waste at the subject property during the site reconnaissance.
2.8 Wastewater
Langan did not observe wastewater discharges at the subject property during the reconnaissance. Langan observed floor drains in the restrooms and in the janitorial closet.
2.9 Storm Water
Storm water at the subject property sheet flows to the adjoining roadways into the municipal storm sewer system. Langan did not observe obvious evidence of impacts to storm water pathways such as sheens, residue, or stressed vegetation at the subject property.
3.0 SUBJECT PROPERTY HISTORY AND RECORDS REVIEW
3.1 Historical Summary
Langan compiled the following summary of the subject property history based on a review of readily available and reasonably ascertainable sources and interviews. Historical resources are provided in Appendix F.
Table 3-1 Subject Property History
Time Period Historical Discussion
1880s – 1930s From the 1880s to the early 1890s, the subject property was occupied by nine small buildings, including dwellings, outhouses, and a shed. By the early 1900s, only six buildings remained on the subject property. By 1920, an auto service shop is observed in the southwest corner of the subject property. Additionally, two dwellings are observed in the southern corner, an outhouse in the eastern corner, and a smaller dwelling near the northern corner of the subject property. 1808 of 11211
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Time Period Historical Discussion
1940 – 1970s By 1950, all dwellings have been removed from the subject property. By 1953, the auto service shop has been replaced by a retail paint shops, and multiple commercial stores are present within the subject property boundary. According to the 1950s city directories, the storefronts were occupied by finance companies, a laundromat, a toy store, a paint shop, and a kitchen store. The subject property remains relatively unchanged through 1974. 1980s – Present Between 1982 and 1993, the covered parking structure within the subject property boundary along the intersection of East 5th Avenue and South Railroad Avenue was constructed. The subject property remains relatively unchanged and appears as it is in the present from 1993 to the present day.
Environmental concerns related to historical operations are discussed further in Section 3.3.
3.2 Regulatory Database Review
The subject property is identified on multiple databases searched by EDR and are discussed in detail below. The environmental database report is attached as Appendix C.
Subject Property – 401 South B Street
The 401 South B Street parcel is listed on the following databases searched by EDR: San Mateo County Business Inventory (BI), HAZNET, and HWTS. The San Mateo County BI listing is for the annual stormwater fee and inspections, and according to the HAZNET and HWTS databases,
0.07 tons of hazardous waste including organic solids (most likely grease from the restaurant) was removed from the property in 2014. No violations have been recorded for this parcel and the address is not listed on databases indicative of release; therefore, these listings do not pose a concern to the subject property.
Subject Property – 407 South B Street
The 407 South B Street parcel is listed on the following databases searched by EDR: San Mateo County BI. No violations have been recorded for this parcel and the address is not listed on databases indicative of release; therefore, this listing does not pose a concern to the subject property.
Subject Property – 411 South B Street
The 411 South B Street property was listed on the following databases searched by EDR: EDR HIST CLEANER. This database listing is due to historic dry cleaner operations (Bamboo Washrite and Dry Cleaners) that took place at this property from 1987 to 2009. It is possible for dry cleaners to have discharged hazardous substances to the subsurface environment during this period, 1809 of 11211
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however, no violations have been recorded for this parcel and the address is not listed on databases indicative of release. Further, this facility is not listed as a RCRA generator indicating that it may have been a drop off dry cleaner and not actually performing dry cleaning on the property. Based on previous investigations conducted at the subject property, the distribution of chlorinated solvent contamination appears to be from a northwest, upgradient and off-subject property source. Therefore, this listing does not pose a concern to the subject property.
Subject Property – 415 South B Street
The 415 South B Street parcel is listed on the following databases searched by EDR: San Mateo County BI, RCRA NON-GEN/NLR, FINDS, and ECHO. In 2016, this facility was listed as a verified non-generator of hazardous materials for the sporting goods store Talbots Cyclery of San Mateo.
No violations have been recorded for this parcel and the address is not listed on databases indicative of release; therefore, these listings do not pose a concern to the subject property.
Subject Property – 445 South B Street
The 445 South B Street parcel is listed on the following databases searched by EDR: HWTS and HAZNET. According to the HAZNET database, hazardous waste including aqueous solutions, solvent mixtures, and material containing polychlorinated biphenyls (PCBs) were removed from the property between 2007 and 2010. The hazardous waste generation was due to bicycle part manufacturing associated with Talbots Cycling of San Mateo. No violations have been recorded for this parcel and the address is not listed on databases indicative of release; therefore, these listings do not pose a concern to the subject property.
3.3 Prior Environmental Report Review
Langan was provided with prior environmental reports related to the subject property. The reports are referenced in Section 7 and summarized below. The reports are included in Appendix E.
RMD Environmental Solutions, Inc. – Phase II Investigation – October 2020 RMD Environmental Solutions, Inc. (RMD) performed Phase II subsurface investigations in July and September 2020 for the properties located at 415 and 445 South B Street (included within the subject property boundary). On 27 July 2020, three off-subject property soil borings (SB-01 through SB-03) were advanced for grab groundwater sample collection, and three on-subject property soil borings (SVP-01 through SVP-03) were advanced and converted to temporary dualnested soil vapor sampling probes. Based on the findings from the initial phase of the subsurface investigation, RMD conducted an additional step-out investigation. On 8 September 2020, one additional soil boring (SB-04) was advanced on-subject property for grab groundwater sample 1810 of 11211
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collection and four additional temporary soil vapor probes (SVP-04 through SVP-07) were installed on-subject property. Sample locations are presented in Appendix A, Figure 4.
In an effort to adequately characterize the material below the subject property prior to and development activities, soil samples were collected from each soil vapor probe and from boring SB-04 at depths of approximately 1.0, 3.0, and 5.0 feet below the ground surface (bgs) for analysis of some or all of the following:
Total petroleum hydrocarbons (TPH) as gasoline (TPHg), diesel (TPHd), and motor oil (TPHmo) by United States Environmental Protection Agency (USEPA) Method 8015; Volatile organic compounds (VOCs) by USEPA Method 8260B; and California Assessment Manual (CAM) 17 metals by USEPA Method 6020.
Soil borings SB-01 through SB-04 were advanced to a depth of approximately 34 feet bgs for grab groundwater sample collection. Groundwater was not encountered at boring SB-03. Grab groundwater samples were analyzed for the following:
TPHg by USEPA Method 8015; and
VOCs by USEPA Method 8260.
Soil vapor probes SVP-01 through SVP-07 were advanced to a depth of approximately 5-8 feet bgs. Dual-nested soil vapor probes were installed in borings SVP-01 through SVP-03. Single completion soil vapor probes were installed in borings SVP-04 through SVP-07. Soil vapor samples were analyzed for the following:
TPHg and VOCs by USEPA Method TO-15; and
Helium and oxygen by American Society for Testing and Materials (ASTM) Method D1946.
Soil analytical data was compared to San Francisco Bay Regional Water Quality Control Board (RWQCB) Tier 1 Environmental Screening Levels (ESLs)1. None of the TPHg, TPHd, TPHmo or VOC concentrations detected in soil exceeded the Tier 1 ESLs.
Total chromium was detected in each of the eight soil samples analyzed at concentrations ranging from 65.5 milligrams per kilogram (mg/kg) to 119 mg/kg, all below the California non-RCRA
1 RWQCB ESLs: Soil Tier 1 Environmental Screening Levels. 2019 Final Rev. 2 1811 of 11211
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concentration threshold (TTLC) of 2,500 mg/kg. The thresholds of 10 times the STLC (50 mg/kg) and 20 times the TCLP (100 mg/kg) were used to identify samples requiring STLC and TCLP analyses. Each of the samples detected above these thresholds was subsequently analyzed for STLC and/or TCLP, as appropriate, to determine soluble chromium levels. STLC chromium was detected above the reporting limit (0.10 milligrams per liter [mg/L]) in each of the eight soil samples analyzed ranging in concentrations from 0.17 mg/L to 0.95 mg/L. None of the samples analyzed exceeded the California non-RCRA criteria (STLC) of 5 mg/L. One of the soil samples were analyzed for TCLP chromium and was not detected above the laboratory reporting limit.
Total lead was detected in each of the 25 soil samples analyzed at concentrations ranging from
3.84 mg/kg to 607 mg/kg, all below the TTLC of 1,000 mg/kg. The threshold of 10 times the STLC (50 mg/kg) was used to identify samples requiring STLC analysis. Some of the samples detected above this threshold was analyzed for STLC to determine soluble lead levels. Soluble lead was detected above the reporting limit (0.10 mg/L) in all four soil samples analyzed ranging in concentrations from 0.62 mg/L to 3.4 mg/L. None of the samples analyzed exceeded the California non-RCRA criteria (STLC) of 5 mg/L. Two of the soil samples were analyzed for TCLP lead and was not detected above the laboratory reporting limit. Total lead was detected above the Tier 1 ESL of 32 mg/kg in 13 of the samples analyzed. Additionally, lead was detected above the commercial ESL2 of 320 mg/kg in three soil samples (SVP-02 at one foot bgs, SVP-03 at one foot bgs, and SVP-05 at three feet bgs). All other metal concentrations were within normal background ranges3found in the San Francisco Bay Area.
2 RWQCB ESLs: Direct Exposure Human Health Risk Levels (Table S-1). Commercial/Industrial: Shallow Soil Exposure. 2019 Final Rev. 2
3 Lawrence Berkeley National Laboratory. 2009. Analysis of Background Distributions of Metals in Soil at Lawrence
Berkeley National Laboratory, Table 5. Revised April. For arsenic, the background concentration was based on Establishing Background Arsenic in Soil of the Urbanized San Francisco Bay Region (Duvergé, 2011).
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Groundwater analytical data was compared to RWQCB Tier 1 ESLs4and Vapor Intrusion (VI) ESLs for Commercial/Industrial Land Use5. Groundwater analytical results exceeding ESLs are summarized below:
TPHg was detected in two of the three samples analyzed at concentrations of 122 micrograms per liter (µg/L) at boring SB-01 and 180 µg/L at boring SB-02. These concentrations exceed the Tier 1 ESL of 100 µg/L for TPHg. There is not an established commercial/industrial VI ESL for TPHg.
Tetrachloroethene (PCE) was detected above the Tier 1 ESL (0.64 µg/L) and the commercial/industrial VI ESL (2.8 µg/L) at a concentration of 2.39 µg/L and 3.16 µg/L in samples collected from SB-04.
All other VOC concentrations in groundwater were below applicable Tier 1 ESLs.
Soil vapor analytical data was compared to RWQCB Tier 1 ESLs6and Subslab-Soil Gas Human Health Risk Screening Levels for Commercial Exposure7. Soil vapor analytical results exceeding ESLs are summarized below:
TPHg was detected above the Tier 1 ESL of 3,300 micrograms per cubic meter (µg/m3) in one of the 11 samples analyzed (SVP-07) at a concentration of 6,900 µg/m3. Benzene was detected above the Tier 1 ESL of 3.2 µg/m3in three of the 11 samples analyzed and above the Commercial ESL of 14 µg/m3in one of the 11 samples.
Concentrations ranged from 10.6 µg/m3(SVP-07) to 24.2 µg/m3(SVP-06). PCE was detected above the Tier 1 ESL of 15 µg/m3in six of the 11 samples analyzed and above the Commercial ESL of 67 µg/m3in five of the 11 samples. PCE concentrations ranged from 31.3 µg/m3(SVP-02) to 2,620 µg/m3(SVP-05).
Methylene chloride was detected above the Tier 1 ESL of 34 µg/m3in two of the 11 samples analyzed at a maximum concentration of 139 µg/m3. Methylene chloride is stated as a common laboratory contaminant.
4 RWQCB ESLs: Groundwater Tier 1 Environmental Screening Levels. 2019 Final Rev. 2 5 RWQCB ESLs: Groundwater Vapor Intrusion Human Health Risk Levels (Table GW-3).
Commercial/Industrial. 2019 Final Rev. 2
6 RWQCB ESLs: Subslab/Soil Gas Tier 1 Environmental Screening Levels. 2019 Final Rev. 2 7 RWQCB ESLs: Subslab/Soil Gas Vapor Intrusion: Human Health Risk Levels (Table SG-1). Commercial/Industrial. 2019 Final Rev. 2
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Oxygen concentrations ranged from 18% to 20.7%, indicating a bioattenuation zone present in the subsurface.
Based on the analytical results from the 2020 environmental subsurface investigation, there is shallow soil impacted with lead contamination that will need to be addressed by removing the contaminated soil or capping the soil under hardscape during redevelopment (See Langan REC 1). Additionally, RMD attributed the petroleum hydrocarbon contamination in groundwater and soil vapor to an off-subject property source due to the presence of multiple historic service stations and closed LUST cases present upgradient and crossgradient from the subject property (See Langan REC 2).
RMD also stated that although there is no documented use of chlorinated solvents at the subject property, the distribution of PCE in soil vapor suggests the possibility of a PCE source below the subject property. RMD recommended an indoor air assessment should be conducted in the current building located on the subject property to evaluate potential vapor intrusion. Based on available analytical data from the investigations conducted at Wardrobe Cleaners (located upgradient and adjacent to the subject property), Langan attributes the PCE contamination below the subject property to off-subject property sources (See Langan REC 3).
RMD Environmental Solutions, Inc. – Phase I ESA – November 2020 RMD conducted a Phase I ESA in November 2020 for the properties located at 415 and 445 South B Street (included within the subject property boundary). During the historical review, RMD identified multiple auto service stations historically located adjacent to the northwest, to the southeast, and to the southwest of the subject property. Additionally, historical dry cleaner facilities were identified to be located adjacent to the northwest and to the southeast of the subject property. The identified RECs included the following:
RMD’s 2020 Phase II investigation identified lead in the shallow soil at concentrations exceeding regulatory screening levels (See Langan REC 1); RMD’s 2020 Phase II investigation identified concentrations of petroleum hydrocarbons including TPHg and benzene in soil vapor and TPHg in groundwater exceeding regulatory screening levels. RMD suspects that this petroleum hydrocarbon contamination is from a neighboring historical service station (See Langan REC 2); and RMD’s 2020 Phase II investigation identified concentrations of PCE in the soil vapor and groundwater exceeding regulatory screening levels. RMD suspects that based on the distribution of PCE in the subsurface, there may be an unknown source of PCE at the subject property (see Langan REC 3).
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RMD recommended an indoor air assessment to be completed in the current building present at the subject property to evaluate vapor intrusion.
RMD Environmental Solutions, Inc. – Phase I ESA – June 2021 RMD conducted a Phase I ESA in June 2021 for the property located at 407 South B Street (included within the subject property boundary). RMD identified multiple RECs in connection with the subject property, including the following:
Based on a review of historical records, a dry cleaning facility was previously located on the subject property from at least 1956 through 2010. Chlorinated solvents including PCE are typically used in dry cleaning operations and PCE was detected in soil vapor during the Phase II investigation conducted at the adjacent property (401 and 445 South B Street). Based on this data, RMD concluded there is a possibility that the historic PCE release occurred from the subject property; and
Based on a review of historical records, gasoline service stations with USTs have been located in the vicinity of the subject property since the early 1920s. The Phase II investigation conducted at the adjacent property (401 and 445 South B Street) revealed petroleum-related chemicals including benzene and TPHg in groundwater and soil vapor.
Based on this data and the downgradient location of the subject property relative to historical gasoline service stations, RMD concluded it is likely that the off-subject property release has impacted soil vapor and/or groundwater beneath the subject property (See Langan REC 2).
Based on available analytical data from the investigations conducted at Wardrobe Cleaners (located upgradient and adjacent to the subject property) and the distribution of PCE contamination being mainly in the northeastern portion of the subject property, Langan attributes the PCE contamination below the subject property to an upgradient off-subject property sources (See Langan REC 3).
RMD Environmental Solutions, Inc. – Phase I ESA – April 2022 RMD conducted a Phase I ESA in April 2022 for the property located at 302 East 4th Street (401 South B Street), and the adjacent asphalt-paved parking area (included within the subject property boundary). RMD conducted a Phase II investigation concurrently with the Phase I ESA, as discussed below, and identified multiple RECs in connection with the subject property:
RMD’s 2022 Phase II investigation identified concentrations of lead and arsenic in shallow soil exceeding regulatory screening levels (See Langan REC 1); 1815 of 11211
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RMD’s 2022 Phase II investigation identified concentrations of TPHd in the groundwater exceeding regulatory screening levels (See Langan REC 2); and RMD’s 2022 Phase II investigation identified concentrations of benzene, chloroform, PCE and trichloroethene (TCE) in soil vapor exceeding residential regulatory screening levels.
RMD suspects that the PCE contamination is from an upgradient off-subject property source (See Langan REC 3).
RMD recommended that should the subject property be redeveloped, a vapor barrier may be required beneath future buildings, unless post-excavation sampling confirms that VOCs are no longer present at concentrations that pose a vapor intrusion risk.
RMD Environmental Solutions, Inc. – Phase II Investigation – April 2022 RMD performed Phase II subsurface investigations in March and April 2022 for the properties located along East 4th Avenue and South Railroad Avenue (included within the subject property boundary). On 29 and 30 March 2022, four soil borings (B1 through B-4) were advanced for the collection of soil and grab groundwater samples, and four soil borings (SVP-1 through SVP-4) were advanced and converted to permanent soil vapor sampling probes (as shown in Appendix A, Figure 4).
In an effort to adequately characterize the material below the subject property prior to any development activities, soil samples were collected from borings B-1 through B-4 at depths of approximately 1.0, 5.0, 10, and 15 feet bgs for analysis of some or all of the following:
TPHg, TPHd, and TPHmo by USEPA Method 8015;
VOCs by USEPA Method 8260B; and
CAM 17 metals by USEPA Method 6020.
Soil borings B-1 through B-4 were then advanced to approximately 28 to 30 feet bgs for the collection of a grab groundwater sample. Grab groundwater samples were analyzed for the following:
TPHg, TPHd, and TPHmo by USEPA Method 8015; and
VOCs by USEPA Method 8260.
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Soil vapor probes SVP-1 through SVP-4 were advanced to a depth approximately 14.5 feet bgs.
Single completion soil vapor probes were installed and soil vapor samples were analyzed for the following:
TPHg and VOCs by USEPA Method TO-15; and
Helium and oxygen by American Society for Testing and Materials (ASTM) Method D1946.
None of the detections of TPHg, TPHd, or TPHmo in the soil samples analyzed exceeded the RWQCB Tier 1 ESLs. Soil analytical results for VOCs exceeding ESLs are summarized below:
Naphthalene was detected at a concentration of 0.048 mg/kg in B-4 at a depth of one foot bgs, which exceeds the Tier 1 ESL of 0.04 mg/kg. The detected concentrations did not exceed the residential RWQCB ESLs for shallow soil exposure. PCE was detected at concentrations of 0.3 mg/kg and 0.11 mg/kg in boring B-4 at depths of 1.0 and 10.0 feet bgs, respectively. These concentrations exceeded the Tier 1 ESLs of
0.08 mg/kg. The detected concentrations did not exceed the residential RWQCB ESLs for shallow soil exposure.
All other VOC concentrations in soil were below applicable ESLs.
Arsenic was detected in each of the eight soil samples analyzed at concentrations ranging from
2.77 mg/kg to 57.9 mg/kg, all below the TTLC of 500 mg/kg. STLC arsenic was run for one sample, B-1 at a depth of 1.0 foot bgs, and was detected above the reporting limit (0.10 mg/L) at a concentration of 0.84 mg/L. The STLC sample did not exceed the California non-RCRA criteria of 5 mg/L. Three of the soil samples exceeded the Tier 1 ESL of 0.067 mg/kg and a background level of 11 mg/kg for arsenic.
Total chromium was detected in each of the eight soil samples analyzed at concentrations ranging from 48.3 mg/kg to 67.5 mg/kg, all below the TTLC of 2,500 mg/kg. Samples from each borehole were combined as composite samples and tested for STLC chromium. STLC chromium was detected above the reporting limit (0.10 mg/L) in the two composite samples analyzed at concentrations ranging from 0.14 mg/L to 0.50 mg/L. None of the samples analyzed exceeded the STLC criteria of 5 mg/L.
Total lead was detected in each of the eight soil samples analyzed at concentrations ranging from
6.8 mg/kg to 447 mg/kg, all below the TTLC of 1,000 mg/kg. STLC lead was run for one sample, B-4 at 1.0 foot bgs, and was detected at a concentration of 2.76 mg/L. The sample did not exceed 1817 of 11211
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the California non-RCRA criteria of 5 mg/L. Two of the soil samples (B-1 at 1.0 foot bgs and B-2 at 1.0 foot bgs) were combined into a composite sample and analyzed for STLC lead. The detected concentration of 1.58 mg/L did not exceed the California non-RCRA criteria of 5 mg/L.
Five of the soil samples exceeded the Tier 1 ESL of 32 mg/kg and a background level of 24 mg/kg for lead. Three of the samples exceeded the residential ESL of 80 mg/kg for shallow soil exposure and one of the samples exceeded the commercial ESL of 320 mg/kg for shallow soil exposure.
Additionally, barium (489 mg/kg) and zinc (443 mg/kg) were detected in B-1 at one foot bgs at concentrations exceeding the Tier 1 ESLs, residential ESLs, and background levels. All other metal concentrations were within normal background ranges found in the San Francisco Bay Area.
Groundwater analytical data was compared to RWQCB Tier 1 ESLs and VI ESLs for Residential and Commercial/Industrial Land Use as well as the Maximum Contaminant Levels (MCL) priority8.
Groundwater analytical results exceeding ESLs are summarized below:
TPHd was detected in three of the four samples analyzed with concentrations ranging from 147 µg/L at boring B-3 to 520 µg/L at boring B-4. These concentrations exceed the Tier 1 ESL of 100 µg/L for TPHd and two of the concentrations exceed the MCL priority of 200 µg/L. There is not an established commercial VI ESL for TPHd. Chloroform was detected in all four samples analyzed at concentrations ranging from 1.84 µg/L at boring B-4 to 4.15 µg/L at boring B-1. These concentrations exceed the Tier 1 ESL and residential ESL of 0.81 µg/L. Additionally, the concentration detected in B-4 exceeds the commercial VI ESL concentration of 3.6 µg/L for chloroform. PCE was detected above the Tier 1 ESL and residential ESL (0.64 µg/L) as well as the commercial VI ESL (2.8 µg/L) at a concentration of 4.57 µg/L in the sample collected from B-2.
All other VOC concentrations were below applicable ESLs.
8 RWQCB ESLs: Direct Exposure Human Health Risk Levels (Table GW-1). MCL Priority. 2019 Final Rev. 2 1818 of 11211
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Soil vapor analytical data was compared to RWQCB Subslab-Soil Gas Human Health Risk Screening Levels for Residential and Commercial Exposure. Soil vapor analytical results that exceeded ESLs are summarized below:
Benzene was detected above the residential ESL of 3.2 µg/m3and the commercial ESL of 14 µg/m3in two of the four samples analyzed. Concentrations ranged from 4.79 µg/m3 (SVP-3) to 9.07 µg/m3(SVP-2).
Chloroform was detected above the residential ESL of 4.1 µg/m3in one of the four samples at a concentration of 11.4 µg/m3(SVP-2).
PCE was detected above the residential ESL of 15 µg/m3in three of the four samples and above the commercial ESL of 67 µg/m3in two of the four samples. PCE concentrations ranged from 38 µg/m3(SVP-4) to 4,180 µg/m3(SVP-2).
TCE was detected above the residential ESL of 16 µg/m3and the commercial ESL of 100 µg/m3in one sample (SVP-3) at a concentration of 424 µg/m3.
Based on the analytical results from the 2022 environmental subsurface investigation, RMD concluded that shallow soil is generally expected to meet acceptable criteria for non-hazardous waste characterization. TPHd, chloroform, and PCE are present in groundwater at concentrations exceeding regulatory screening levels, however, RMD concluded that the concentrations are low and not expected to require further investigation. Finally, RMD discussed that VOC concentrations in soil vapor are in excess of residential ESLs including PCE, TCE, benzene and chloroform (See Langan REC 3). RMD stated that the PCE contamination in soil vapor appears to be migrating from an upgradient off-subject source onto the northwest property corner.
Wardrobe Cleaners, as shown on Figure 3 of Appendix A, is located across East 4th Avenue with reported concentrations of PCE in groundwater. RMD concluded that the VOCs in soil vapor do not require further investigation however, mitigation measures such as a vapor barrier below the building footprints should be implemented during construction. 1819 of 11211
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4.0 ADJOINING PROPERTIES AND SURROUNDING AREA
4.1 Current Use of Adjoining Properties and Surrounding Area The use of adjoining and surrounding properties is summarized as follows:
Table 4-1 Current Use of Adjoining Properties and Surrounding Area Langan did not observe obvious conditions likely to represent environmental concerns for the subject property from current uses of adjoining or surrounding properties.
4.2 Adjoining Properties and Surrounding Area History
Langan compiled the following summaries of the adjoining properties and surrounding area history based on a review of historical resources and interviews. Historical resources are provided in Appendix F.
Table 4-2 Historical Use of Adjoining Properties
Direction Adjoining Properties
Northeast
The northeastern adjoining property is depicted as Rail Road Avenue followed by the Southern Pacific Railroad and a turn table in the 1888 Sanborn Map. The turn table was removed by the 1901 Sanborn Map, and the northeast adjoining property has remained relatively unchanged to the present day.
Database listings associated with the northwestern adjoining properties are discussed in Section 4.3.
Northwest
The northwestern adjoining property is depicted as 4
th Street followed by the Union Hotel,
plumbing and carpentry shop in the 1888 Sanborn Map. By 1897, portions of the Union Hotel and the plumbing and carpentry buildings have been demolished, and a lumberyard has been developed in the southern corner at the intersection of B Street and 4 th Avenue.
In the 1901 Sanborn Map, the lumberyard has been demolished and a small lumber shed, carpentry building, and other building have been added. By 1908, a coal shed and grain and feed shop have been developed.
Direction Adjoining Properties Surrounding Area
Northeast South Railroad Avenue followed by
Caltrain Rail Line Commercial and residential development Northwest
East 4
th Avenue followed by a retail
center (restaurants, yoga studio,
furniture store, bookstore, and
Wardrobe Cleaners)
Commercial development
Southeast
East 5
th Avenue followed by retail
center (salon, restaurant, Pilates studio,
car repair services and convenience
store)
Commercial development
Southwest South B Street followed by a
supermarket Commercial development
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Direction Adjoining Properties
By 1920, all the shops have been replaced with an auto repair facility, feed and produce shop, and electrician. By 1950, only the original Union Hotel remains with newly developed Baywood Theater, iron works building and department stores. By 1953, the Union Hotel has been demolished and replaced with two buildings and the ironworks building has been replaced by a Yellow Cab Company auto repair building. A dry cleaning facility, Wardrobe Cleaners, was added adjacent to the Yellow Cab Company auto repair shop followed by a merchandise warehouse and photo supply warehouse in 1956. The property remains relatively the unchanged through the present day.
Database listings associated with the northwestern adjoining properties are discussed in Section 4.3.
Southeast
The southeastern adjoining property is depicted as 5
th Street followed by vacant land in
the 1888 Sanborn Map and remains vacant through 1908. In 1920, a Steam Laundry place, moving picture studio, photo shop, and storage buildings have been added. By 1950, everything has been replaced with a laundry, auto service, rug cleaning, paint and wallpaper, auto repair and iron works facilities and remains relatively unchanged through 1961. In 1969, the laundry facility has been demolished and replaced with a parking area.
The southeastern adjoining property has remained relatively unchanged to the present day.
Database listings associated with the southeastern adjoining properties are discussed in Section 4.3.
Southwest
The southwestern adjoining property is depicted as B Street followed by five dwellings in the 1888 Sanborn Map. An additional dwelling is added in the 1901 Sanborn Map. The subject property remains relatively the same until 1920, when one of the dwellings on the intersection of 4
th Avenue and B Street is removed. By 1950, all dwellings have been demolished, except for one, and replaced with greasing and gas & oil buildings. A store is added in 1953 and the area remains relatively the same through 1969. By 1998, the aerial photographs show everything was demolished and replaced with one large building and parking area, present day Draeger’s Market and Cooking School. The property has remained relatively unchanged to the present day.
Database listings associated with the southwestern adjoining properties are discussed in Section 4.3.
Surrounding roadways and streets were apparent by the 1880s. In 1897, 4 th Street and 5th Street
were renamed as 4
th Avenue and 5th Avenue. In 1920, Railroad Avenue was renamed to South Railroad Avenue.
4.3 Regulatory Database Review
Langan reviewed the environmental database report to evaluate if adjoining or surrounding area properties identified in the database report are suspected to represent an environmental concern for the subject property (see Section 8.2). Langan did not consider review of regulatory agency 1821 of 11211
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files necessary to evaluate potential RECs for the subject property unless discussed in Section
4.3.1 or 4.3.2 below.
Adjoining Properties
Database listings for adjoining properties are summarized as follows.
Blue Ribbon Cleaner – 306 East 5th Avenue (southern adjoining, inferred crossgradient) The 306 East 5th Avenue property, located approximately 37 feet to the south-southeast of the subject property across East 5th Avenue, was identified on the EDR HIST CLEANERS database.
The facility operated as a dry cleaner between 2005 and 2014. Based on subsurface investigations, PCE contamination is present on the northeastern portion of the subject property which indicates that it is unlikely that PCE contamination migrated from this southern adjoining property. Based on the crossgradient location, distribution of PCE contamination below the subject property, and the lack of information regarding a potential release at Blue Ribbon Cleaner, the historical dry cleaner facility is unlikely to represent an environmental concern for the subject property and therefore this property is not considered a REC.
Wardrobe Cleaners – 333 and 335 4th Avenue (northern adjoining, inferred upgradient) The 333 and 335 4th Avenue properties, located approximately 84 feet to the north-northwest of the subject property across East 4th Avenue, were identified on the RCRA NONGEN / NLR, LUST, EMI, CERS, San Mateo Co. Bl, EDR HIST CLEANERS, CPS-SLIC, CERS, and DRYCLEANERS databases. Database information indicates that this facility has been operated by Park’s Wardrobe Cleaners since 1954. Langan reviewed the San Mateo County Department of Environmental Health (SMDEH) Cleanup Program open case file to supplement the database information. According to the open GeoTracker case file, Wardrobe Cleaners has been identified as a source of PCE contamination in the surrounding area. Based on the results of a subsurface investigation conducted in February 2021 under the oversight of SMDEH, elevated concentrations of PCE and TCE are present in the soil vapor and groundwater beneath this facility.
A passive indoor air assessment was completed for this facility in January 2022, as requested by the SMDEH, and results of elevated levels of PCE and TCE concentrations in indoor air indicated a complete vapor intrusion pathway for the buildings located at 333 and 335 4th Avenue. The SMDEH has requested additional indoor air analysis as well as source area shallow soil investigations below the buildings. The contamination from the Wardrobe Cleaners facility has encroached beneath the northeastern portion of the subject property. Due to the potential for vapor intrusion to subject property buildings, the contamination is considered a REC for the subject property (See Langan REC 3).
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Sushi Yoshizumi and Lakuni – 325 4th Avenue (northern adjoining, inferred upgradient) The 325 4th Avenue property, located approximately 63 feet to the north-northwest of the subject property across East 4th Avenue, is listed on the following database searched by EDR: San Mateo County BI. The database listing does not pose a threat to the subject property and therefore this property is not considered a REC.
Amour Amour Cafe – 305 4th Avenue (northwestern adjoining, inferred upgradient) The 305 4th Avenue property, located approximately 63 feet to the northwest of the subject property across East 4th Avenue, is listed on the following database searched by EDR: San Mateo County BI. The database listing does not pose a threat to the subject property and therefore this property is not considered a REC.
Izakaya Ginji – 301 4th Avenue (northwestern adjoining, inferred upgradient) The 301 4th Avenue property, located approximately 80 feet to the northwest of the subject property across East 4th Avenue, is listed on the following database searched by EDR: San Mateo County BI. The database listing does not pose a threat to the subject property and therefore this property is not considered a REC.
Spiedo Restaurant – 223 4th Avenue (western adjoining, inferred upgradient) The 223 4th Avenue property, located approximately 127 feet to the west of the subject property across East 4th Avenue, is listed on the following database searched by EDR: San Mateo County BI. The database listing does not pose a threat to the subject property and therefore this property is not considered a REC.
Mattner Gulf Service Station/Ward Anderson Trustee – 400 South B Street (southwestern adjoining, inferred crossgradient)
The 400 South B Street property, located approximately 74 feet to the west-southwest of the subject property across South B Street, was identified on the EDR HIST AUTO, SWEEPS UST, CA FID UST, and San Mateo County BI databases. A gasoline service station operated at the property from 1969 through 1977. Based on the crossgradient location and the lack of information regarding a potential release, the historical gasoline service station is unlikely to represent an environmental concern for the subject property and therefore this property is not considered a REC.
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Draegers Supermarkets, Inc. – 200 and 222 East 4th Avenue (southwestern adjoining, inferred crossgradient)
The 200 and 222 East 4th Avenue properties, located approximately 175 feet to the westsouthwest of the subject property across South B Street, was identified on the CERS HAZ WASTE, CERS TANKS, CERS, San Mateo County BI, RCRA NONGEN/NLR, LUST, and CORTESE databases. Langan reviewed the SMDEH LUST closed case file to supplement the database information. According to the closed GeoTracker case file, this property is a former service station and three USTs were removed from the property in 1988 and a hydraulic lift was removed from the property in 1993. In 1996, after the historical features were removed, approximately 335 tons of petroleum hydrocarbon contaminated soil were excavated and disposed of offproperty. Minor residual soil and groundwater contamination remains at the property. The SMDEH issued a case closure letter on 12 March 1997, stating that no further action (NFA) regarding the petroleum hydrocarbon contamination is necessary based on commercial land use though the SMDEH should be notified of any planned change in land use.
A pre-construction investigation was conducted at the 200 and 222 East 4th Avenue properties by RMD in 2021. The investigation identified TPHd and chloroform contamination in groundwater exceeding RWQCB MCL Priority ESL and Tier 1 ESL, respectively. Concentrations in soil samples were below applicable RWQCB Tier 1 ESLs. RMD attributed the low concentration of chloroform in groundwater to potable water as a result of chlorination of organic matter in raw water supplies.
RMD stated that the TPHd contamination in groundwater could have come from multiple onproperty sources such as the former USTs or the emergency diesel generator. RMD concluded that no further characterization was necessary prior to any construction at this property. Due to the potential for vapor intrusion to subject property buildings, the regional contamination coming from multiple closed LUST cases adjoining to the subject property is considered a REC for the subject property (See Langan REC 2).
T. Endo Automotive – 405 4th Avenue (northern adjoining, inferred crossgradient) The 405 4th Avenue property, located approximately 171 feet to the north of the subject property across East 4th Avenue, was identified on the HWTS, LUST, San Mateo County BI, Cortese, Hist CORTESE, HAZNET, and CERS databases. Langan reviewed the SMDEH LUST closed case file to supplement the database information. According to the closed GeoTracker case file, three gasoline USTs were removed from the property in 1987 and one waste oil UST was closed in place. During the UST removal, reportedly approximately 1.5 cubic yards of petroleum hydrocarbon contaminated soil were aerated and then reused at the property. Soil concentrations after remediation were below applicable screening levels, however, TPHg, benzene, and 1824 of 11211
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ethylbenzene contamination in groundwater is present below the property. The SMDEH issued a case closure letter on 25 August 2014 stating that no further action regarding the petroleum hydrocarbon contamination is necessary however, residual soil and groundwater contamination remains in the subsurface and that SMDEH should be notified of any planned redevelopment.
Due to the potential for vapor intrusion to subject property buildings, the regional contamination coming from multiple closed LUST cases adjoining to the subject property, this is considered a REC for the subject property (See Langan REC 2).
Bayshore Car Wash Inc. – 400 East 4th Avenue (northern adjoining, inferred crossgradient) The 400 East 4th Street property, located approximately 130 feet to the north-northeast of the subject property across South Railroad Avenue, was identified on the EDR HIST AUTO database.
A car wash operated at the property from at least 1977 through 1978. Based on the crossgradient location and the lack of information regarding a potential release, the historical car wash is unlikely to represent an environmental concern for the subject property and therefore this property is not considered a REC.
Lucas Nick A – 518 South B Street (southern adjoining, inferred crossgradient) The 518 South B Street property, located approximately 86 feet to the south of the subject property across east 5th Avenue, was identified on the EDR HIST AUTO database. A gasoline service station operated at the property in 1969. Based on the crossgradient location and the lack of information regarding a potential release, the historical gasoline service station is unlikely to represent an environmental concern for the subject property and therefore this property is not considered a REC.
Sunstate Equipment Company LLC. – 400 East 5th Avenue (eastern adjoining, inferred downgradient)
The 400 East 5th Avenue property, located approximately 29 feet to the east of the subject property across East 5th Avenue, was identified on the RCRA NONGEN/NLR database. The database listing does not pose a threat to the subject property and therefore this property is not considered a REC.
Surrounding Area
Langan evaluated each of the database listings for surrounding area properties (see Section 8.2).
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5.0 CONCLUSIONS, FINDINGS, AND OPINIONS
Langan has completed a Phase I ESA consistent with the scope and limitations of ASTM E1527- 21 for the subject property located at 401 – 445 South B Street in San Mateo, San Mateo County, California. Exceptions to, or deletions from, ASTM E1527-21 are described in Section 8 of this report. This assessment has revealed the RECs, CRECs, HRECs, de minimis conditions, and significant data gaps presented in Table 5-1.
Table 5-1 Conclusions, Findings, and Opinions
ASTM E1527-21 Scope Items
Recognized Environmental Conditions (RECs)
Regional Petroleum Hydrocarbon Contamination: Based on the results of RMD’s 2022 Phase II investigation dated 27 April 2022, concentrations of total petroleum hydrocarbons as diesel (TPHd) exceeding Maximum Contaminant Level (MCL) Priority ESLs are present in groundwater as well as concentrations of benzene exceeding residential and commercial ESLs in soil vapor. According to historical records, gasoline service stations and automotive repair shops with USTs have been located in the vicinity of the subject property since the 1920s. Based on the location of the subject property relative to multiple closed leaking underground storage tank (LUST) cases and EDR HIST AUTO facilities, Langan concludes the petroleum hydrocarbon contamination below the subject property is a result of an offsubject property release or releases. The presence of petroleum hydrocarbon contamination below the subject property, emanating from an off-site source or sources, is evidence of a release affecting the environmental integrity of the subject property and constitutes a REC for the subject property.
Regional Chlorinated Solvents Contamination: Based on the results of RMD’s 2022 Phase II investigation dated 27 April 2022, elevated concentration of chloroform, PCE, and TCE are present in soil vapor on the northeastern portion of the subject property. Additionally, concentrations of PCE and chloroform exceeding commercial and residential vapor intrusion ESLs are present in groundwater below the subject property. According to the open GeoTracker case file, Wardrobe Cleaners, located approximately 84 feet upgradient of the subject property, has been identified as a source of chlorinated solvent contamination in the surrounding area. The known soil vapor and groundwater contamination and potential for associated vapor intrusion in subject property buildings constitutes a REC.
Controlled Recognized Environmental Conditions (CRECs)
Langan did not identify CRECs.
Historical Recognized Environmental Conditions (HRECs)
Langan did not identify CRECs.
De Minimis Conditions
Langan did not identify any de minimis conditions.
Significant Data Gaps
Langan did not identify significant data gaps.
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ASTM E1527-21 Scope Items
Recommendations
Because elevated concentrations of constituents of concern (COCs) were detected at the subject property in the nature of metals related to historic fill, petroleum hydrocarbon impacts from off-site releases at upgradient gasoline service stations and CVOCs from an adjacent upgradient drycleaning establishment, a soil management plan (SMP) and a health and safety plan (HASP) should be prepared prior to construction. The SMP will require oversight to identify and to manage impacts during construction activities and will also provide recommended measures to mitigate the long-term environmental or health and safety risks caused by the presence of such COCs in the soil, groundwater, and soil vapor. The SMP will contain contingency plans to be implemented during soil excavation and dewatering activities and will provide management strategies in the event that unanticipated hazardous materials are encountered. The HASP will outline proper soil handling procedures and health and safety requirements to minimize worker and public exposure to hazardous materials during construction. The shallow soil impacts may be addressed by removing the visually impacted soil or capping the residually impacted soils under hardscape during redevelopment.
The groundwater and soil vapor analytical results indicate that VOCs are present at concentrations exceeding the RWQCB ESLs for vapor intrusion. Langan recommends a vapor intrusion mitigation system (VIMS) be included in the building design to prevent vapor intrusion based on the groundwater and soil vapor results. Below-grade utility conduits entering the building should be sealed to prevent VOC migration along the conduits from outside the building into the sub-slab space beneath the building. The proposed design and specifications detailing of the VIMS should be prepared and inspected by a professional engineer (PE) registered in the State of California.
6.0 ENVIRONMENTAL PROFESSIONAL STATEMENT
I declare that to the best of my professional knowledge and belief, I meet the definition of Environmental Professional as defined in Section 312.10 of 40 CFR Part 312 and I have the specific qualifications based on my education, training, and experience to assess a property of the nature, history, and setting of the subject property. I have developed and performed all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312.
Peter J. Cusack
Associate Principal/VP
4/4//2023
Date
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7.0 REFERENCES
Langan used the following sources to complete this Phase I ESA.
ASTM E1527-21, Standard Practice for Environmental Property Assessments: Phase I Environmental Property Assessment Process, published 16 November 2021 State of California Department of Toxic Substances Control, EnviroStor online database, http://www.envirostor.dtsc.ca.gov/public, searched 23 March 2023.
State of California State Water Resources Control Board, Geotracker online database, http://geotracker.waterboards.ca.gov, searched 23 March 2023. - EDR, Inc., Radius Map Report with GeoCheck, 23 March 2023 - EDR, Inc., City Directory Image Report, 24 March 2023 - EDR, Inc., Aerial Photographs, 23 March 2023
- EDR, Inc., Historical Topographic Map Report, 23 March 2023 - EDR, Inc., Sanborn Map Report, 23 March 2023
RMD Environmental Solutions, Inc., Final Draft Phase II Environmental Site Investigation Report, 415 and 445 South B Street, San Mateo, California, dated 27 October 2020.
RMD Environmental Solutions, Inc., Final Draft Phase I Environmental Site Assessment, 415 and 445 South B Street, San Mateo, California, dated 3 November 2020.
RMD Environmental Solutions, Inc., Draft Phase I Environmental Site Assessment, 407 South B Street, San Mateo, California, dated 25 June 2021.
RMD Environmental Solutions, Inc., Phase I Environmental Site Assessment, 302 East 4th Street, San Mateo, California, dated 25 April 2022.
RMD Environmental Solutions, Inc., Draft Phase II Site Investigation Report, East 4th Avenue and South Railroad Avenue, San Mateo, California, dated 27 April 2022.
San Francisco Regional Water Quality Control Board. Environmental Screening Levels REV. 2 dated 2019.
US EPA ECHO database: http://echo.epa.gov/facilities searched 23 March 2023.
US EPA ENVIROFACTS database: https://www3.epa.gov/enviro/ searched 23 March 2023.
US EPA MyProperty database: https://www3.epa.gov/enviro/facts/myproperty/ searched 23 March 2023.
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Table 7-1
Dates of Assessment Components
8.0 LIMITATIONS AND DEFINITIONS
This Phase I ESA report was prepared for Client and is intended to be used in its entirety. Excerpts taken from this report are not necessarily representative of the assessment findings. The Client is the sole intended beneficiary of the report. The user requested no special terms or conditions regarding this Phase I ESA.
Langan’s scope of services, which is described in Section 1.2 and in the contract executed between Langan and the Client, was limited to that agreed to with the Client/user and no other services beyond those explicitly stated are implied. To the extent possible, the services performed and agreed upon for this Phase I ESA are consistent with the guidelines of ASTM E1527-21.
This report is not intended to be an exhaustive assessment of the subject property. The purpose of the Phase I ESA is to reduce uncertainty about unknown conditions at the subject property.
No environmental site assessment can wholly eliminate uncertainty regarding the potential for RECs in connection with a subject property. Therefore, Langan cannot “verify”, “insure”, "certify", or “guarantee” that the subject property is free of environmental concerns.
No expressed or implied representation or warranty is included or intended in this report, except that our services were completed using the care and skill ordinarily followed by professionals providing similar services under similar circumstances in similar locations at the same point in time.
The conclusions provided in this report are based solely on information obtained through completing the standard activities required by ASTM E1527-21 and are intended exclusively for the purpose stated herein, at the specified subject property, as it existed at the point in time the
COMPONENT DATE
Interviews 31 March 2023
Review of government records 23 March 2023
Site reconnaissance 31 March 2023
Declaration by Environmental Professional 4/4/2023
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assessment was completed. The conclusions provided in this report do not apply to conditions and features of which Langan was not made aware of through good faith efforts to complete the activities required by ASTM E1527-21 and did not have the opportunity to evaluate.
8.1 ASTM Definitions
The following definitions are provided in ASTM E1527-21 and presented below for reference.
This section is not a comprehensive list of definitions provided in ASTM E1527-21 and is intended to summarize those pertinent to this Phase I ESA report.
Activity and use limitations (AULs): legal or physical restrictions or limitations on the use of, or access to, a site or facility: (1) to reduce or eliminate potential exposure to hazardous substances or petroleum products in the soil, soil vapor, groundwater, and/or surface water on the property, or (2) to prevent activities that could interfere with the effective-ness of a response action, in order to ensure maintenance of a condition of no significant risk to public health or the environment. These legal or physical restrictions, which may include institutional and/or engineering controls, are intended to prevent adverse impacts to individuals or populations that may be exposed to hazardous substances and petroleum products in the soil, soil vapor, groundwater, and/or surface water on a property.
Adjoining properties: any real property or properties the border of which is contiguous partially contiguous with that of the subject property, or that would be contiguous or partially contiguous with that of the subject property but for a street, road, or other public thoroughfare separating them.
All Appropriate Inquiries: that inquiry constituting all appropriate inquiries into the previous ownership and uses of the subject property consistent with good commercial and customary practice as defined in CERCLA, 42 U.S.C.§ 9601(35)(B) and 40 C.F.R. Part 312, that will qualify a party to a commercial real estate transaction for one of the threshold criteria for satisfying the LLPs to CERCLA liability (42U.S.C. §§ 9601(35)(A) & (B), § 9607(b)(3), § 9607(q), and§ 9607(r)), assuming compliance with other elements of the defense.
Approximate minimum search distance: the area for which records must be obtained and reviewed pursuant to ASTM E1527-21 Section 8 subject to the limitations provided in that section. This may include areas outside the subject property and shall be measured from the nearest subject property boundary. This term is used in lieu of radius to include irregularly shaped properties.
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Business environmental risk (BER): a risk which can have a material environmental or environmentally-driven impact on the business associated with the current or planned use of commercial real estate, not necessarily related to those environmental issues required to be investigated in this practice. Consideration of BER issues may involve addressing one or more non-scope considerations.
Controlled recognized environmental condition (CREC): 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).
Data gap: a lack of or inability to obtain information required by this practice despite good faith efforts by the environmental professional to gather such information. Data gaps may result from incompleteness in any of the activities required by this practice, including, but not limited to, site reconnaissance (for example, an inability to conduct the site visit), and interviews (for example, an inability to interview the key site manager, regulatory officials, etc.).
De minimis condition: a condition related to a release that generally does not present a threat to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. A condition determined to be a de minimis condition is not a recognized environmental condition nor a controlled recognized environmental condition.
Engineering controls: physical modifications to a site or facility (for example, capping, slurry walls, or point of use water treatment) to reduce or eliminate the potential for exposure to hazardous substances or petroleum products in the soil or groundwater on a property. Engineering controls are a type of activity and use limitation (AUL).
Environment: environment shall have the same meaning as the definition of environment in CERCLA 42 U.S.C. § 9601(8).
Historical recognized environmental condition (HREC): 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 1831 of 11211
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limitations).A historical recognized environmental condition is not a recognized environmental condition.
Institutional controls (IC): a legal or administrative mechanism (for example, “deed restrictions,” restrictive covenants, easements, or zoning) on the use of, or access to, a site or facility to (1) reduce or eliminate potential exposure to hazardous substances or petroleum products in the soil or groundwater on the property, or (2) to prevent activities that could interfere with the effectiveness of a response action, in order to ensure maintenance of a condition of no significant risk to public health or the environment. An institutional control is a type of activity and use limitation (AUL).
Key site manager: the person identified by the owner or operator of a subject property as having good knowledge of the uses and physical characteristics of the subject property.
Material threat: obvious threat which is likely to lead to a release and that, in the opinion of the environmental professional, would likely result in impact to public health or the environment.
Obvious: that which is plain or evident; a condition or fact that could not be ignored or overlooked by a reasonable observer.
Property use limitation: limitation or restriction on current or future use of a property in connection with a response to a release, in accordance with the applicable regulatory authority or authorities that allows hazardous sub-stances or petroleum products to remain in place at concentrations exceeding unrestricted use criteria.
Reasonably ascertainable: information that is (1) publicly available, (2) obtainable from its source within reasonable time and cost constraints, and (3) practically reviewable.
Recognized environmental conditions: (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. For the purposes of this definition, “likely” is that which is neither certain nor proved, but can be expected or believed by a reasonable observer based on the logic and/or experience of the environmental professional, and/or available evidence, as stated in the report to support the opinions given therein. 1832 of 11211
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401 – 445 South B Street
San Mateo, California
21 April 2022
770693401
Release: a release of any hazardous substance or petroleum product shall have the same meaning as the definition of “release” in CERCLA 42 U.S.C. § 9601(22). There are a number of statutory exclusions from the definition of release that may impact the environmental professional’s opinions and conclusions, such as the normal application of fertilizer.
Significant data gap: a data gap that affects the ability of the environmental professional to identify a recognized environmental condition.
Site reconnaissance: that part that is contained in Section 9 of ASTM E1527-21 and addresses what should be done in connection with the site visit. The site reconnaissance includes, but is not limited to, the site visit done in connection with such a Phase I Environmental Site Assessment.
Site visit: the visit of the subject property during which observations are made constituting the site reconnaissance section of this practice.
Subject property: the property that is the subject of the environmental site assessment described in this practice.
User: the party seeking to use ASTM E1527-21 to complete an environmental site assessment of the subject property.
8.2 Standard Environmental Record Sources
Langan reviewed an environmental database search report prepared by an environmental database search provider for the subject property and surrounding area. The database search report includes a listing of properties identified on select federal, state, local and tribal standard source environmental databases within the approximate minimum search radii outlined in ASTM E1527-21. This information was supplied to Langan by the environmental database search provider, and to the environmental database search provider by government sources; therefore, neither Langan nor the environmental database search provider can verify the completeness and accuracy of the database information. Appendix C contains a copy of the report, with specific source and property descriptions, and the dates of the last update for each database searched.
Langan reviewed the database search report on a record-by-record basis to evaluate if certain properties identified in the database report are likely to represent an environmental concern for the subject property. The evaluation criteria included factors such as distance, groundwater gradient, nature of the listing, and regulatory status. Unless specifically discussed in the body of 1833 of 11211
Phase I Environmental Site Assessment
401 – 445 South B Street
San Mateo, California
21 April 2022
770693401
this report, the facilities listed on the database do not appear to represent an environmental concern to the subject property.
8.3 Limiting Conditions/Deviations
Langan was also unable to view one of tenant properties (409 South B Street) during the site reconnaissance due to access issues. The address is currently occupied by Susan’s Salon & Spa and reportedly no hazardous materials are present or part of operations. Therefore, this limiting condition did not impact Langan’s conclusions.
Langan did not delete or deviate from the ASTM E1527-21 guidelines during this Phase I ESA.
8.4 Data Gaps
Langan did not identify any significant data gaps related to the subject property. Data gaps that are not considered significant data gap are discussed below. Historical information was not readily available to characterize the subject property to its initial developed use or 1940. An 1888 aerial photograph indicates the subject property was already developed as residential use and earlier historical resources identifying the use of the subject property were not available. Based on knowledge of the area, it is unlikely that the subject property was used for developed purposes other than residential prior to 1888.
An interview with the current owner of the subject property was not conducted. Based on information obtained from other sources, the lack of an owner interview is not considered a significant data gap.
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APPENDIX A
FIGURES
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APPENDIX B
USER PROVIDED INFORMATION
1840 of 11211
APPENDIX C
ENVIRONMENTAL DATABASE REPORT
1841 of 11211
FORM-LBC-SPM
The EDR Radius Map™ Report with GeoCheck®
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
401 - 445 S B Street
401 S B Street
San Mateo, CA 94401
Inquiry Number: 7287695.2s
March 23, 2023
1842 of 11211
TABLE OF CONTENTS
SECTION PAGE
Executive Summary ES1
Overview Map 2
Detail Map 3
Map Findings Summary 4
Map Findings 9
Orphan Summary 1478
Government Records Searched/Data Currency Tracking GR-1
GEOCHECK ADDENDUM
Physical Setting Source Addendum A-1
Physical Setting Source Summary A-2
Physical Setting SSURGO Soil Map A-7
Physical Setting Source Map A-18
Physical Setting Source Map Findings A-20
Physical Setting Source Records Searched PSGR-1
Thank you for your business.
Please contact EDR at 1-800-352-0050
with any questions or comments.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, LLC. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. This Report is provided on an "AS IS", "AS AVAILABLE" basis. NO WARRANTY EXPRESS OR IMPLIED IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, LLC AND ITS SUBSIDIARIES,
AFFILIATES AND THIRD PARTY SUPPLIERS DISCLAIM ALL WARRANTIES, OF ANY KIND OR NATURE, EXPRESS OR IMPLIED,
ARISING OUT OF OR RELATED TO THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN THIS REPORT,
INCLUDING WITHOUT LIMITATION, ANY WARRANTIES REGARDING ACCURACY, QUALITY, CORRECTNESS, COMPLETENESS,
COMPREHENSIVENESS, SUITABILITY, MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, TITLE, NON-INFRINGEMENT, MISAPPROPRIATION, OR OTHERWISE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA
RESOURCES, LLC OR ITS SUBSIDIARIES, AFFILIATES OR THIRD PARTY SUPPLIERS BE LIABLE TO ANYONE FOR ANY DIRECT,
INCIDENTAL, INDIRECT, SPECIAL, CONSEQUENTIAL OR OTHER DAMAGES OF ANY TYPE OR KIND (INCLUDING BUT NOT LIMITED TO LOSS OF PROFITS, LOSS OF USE, OR LOSS OF DATA) INFORMATION PROVIDED IN THIS REPORT. Any analyses, estimates, ratings, environmental risk levels, or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property.
Only an assessment performed by a qualified environmental professional can provide findings, opinions or conclusions regarding the environmental risk or conditions in, on or at any property.
Copyright 2023 by Environmental Data Resources, LLC. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, LLC, or its affiliates, is prohibited without prior written permission.
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TC7287695.2s Page 1
1843 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 1
A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR).
The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E1527-21), the ASTM Standard Practice for Environmental Site Assessments for Forestland or Rural Property (E 2247-16), the ASTM Standard Practice for Limited Environmental Due Diligence: Transaction Screen Process (E 1528-14) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate.
TARGET PROPERTY INFORMATION
ADDRESS
401 S B STREET
SAN MATEO, CA 94401
COORDINATES
Latitude (North): 37.5646840 - 37ˆ 33’ 52.86’’
Longitude (West): 122.3208680 - 122ˆ 19’ 15.12’’
Universal Tranverse Mercator: Zone 10
UTM X (Meters): 559978.6
UTM Y (Meters): 4157529.8
Elevation: 29 ft. above sea level
USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY
Target Property Map: 12017305 SAN MATEO, CA
Version Date: 2018
AERIAL PHOTOGRAPHY IN THIS REPORT
Portions of Photo from: 20140608
Source: USDA
1844 of 11211
7287695.2s Page 2
B39 MCGOVERNS BAR 215 4TH San Mateo Co. BI Higher 199, 0.038, West B38 AFC SUSHI @ DRAEGERS 222 4TH San Mateo Co. BI Higher 175, 0.033, WSW B37 DRAEGER’S SUPERMARKE 222 E 4TH AVE RCRA NonGen / NLR Higher 175, 0.033, WSW B36 DRAEGERS SUPERMARKET 222 4TH San Mateo Co. BI Higher 175, 0.033, WSW B35 DRAEGERS SUPERMARKET 222 4TH AVE CERS HAZ WASTE, CERS TANKS, CERS Higher 175, 0.033, WSW D34 T. ENDO AUTOMOTIVE 405 4TH LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Lower 171, 0.032, North C33 WARDROBE CLEANERS 507 S B ST EDR Hist Cleaner Higher 135, 0.026, SSE A32 BAYSHORE CAR WASH IN 400 E 4TH ST EDR Hist Auto Lower 130, 0.025, NNE B31 SPIEDO RESTAURANT 223 4TH San Mateo Co. BI Higher 127, 0.024, West A30 THE RAVIOLI HOUSE 505 B San Mateo Co. BI Higher 120, 0.023, SSE A29 BEAN STREET COFFEE 359 B San Mateo Co. BI Higher 111, 0.021, WNW A28 PANCHO VILLA 365 B San Mateo Co. BI Higher 100, 0.019, WNW A27 LUCAS NICK A 518 SOUTH B STREET EDR Hist Auto Higher 86, 0.016, South A26 WARDROBE CLEANERS 335 E 4TH AVE DRYCLEANERS Higher 84, 0.016, NNW A25 WARDROBE CLEANERS 333 AND 335 EAST 4TH CPS-SLIC, CERS Higher 84, 0.016, NNW A24 WARDROBE CLEANERS 335 E 4TH AVE EDR Hist Cleaner Higher 84, 0.016, NNW A23 WARDROBE CLEANERS 335 4TH San Mateo Co. BI Higher 84, 0.016, NNW A22 WARDROBE CLEANERS 335 E 4TH STREET LUST, EMI, CERS Higher 84, 0.016, NNW A21 WARDROBE CLEANERS 335 E 4TH AVE RCRA NonGen / NLR Higher 84, 0.016, NNW A20 IZAKAYA GINJI 301 4TH San Mateo Co. BI Higher 80, 0.015, NW A19 WARD ANDERSON TRUSTE 400 B San Mateo Co. BI Higher 74, 0.014, WSW A18 MATTNER GULF SERVICE 400 S B ST EDR Hist Auto Higher 74, 0.014, WSW A17 WARD ANDERSON TRUSTE 400 S B ST SWEEPS UST, CA FID UST Higher 74, 0.014, WSW A16 AMOUR AMOUR CAFE 305 4TH San Mateo Co. BI Higher 63, 0.012, NW A15 LAKUNI 325 4TH San Mateo Co. BI Higher 63, 0.012, NNW A14 SUSHI YOSHIZUMI 325 4TH San Mateo Co. BI Higher 63, 0.012, NNW A13 WARDROBE CLEANERS 333 4TH AVE EDR Hist Cleaner Higher 63, 0.012, NNW A12 BLUE RIBBON CLEANER 306 E 5TH AVE EDR Hist Cleaner Higher 37, 0.007, SSE A11 DOWNTOWN SAN MATEO O 400 EAST 5TH AVENUE, ENVIROSTOR, VCP Lower 29, 0.005, East A10 SUNSTATE EQUIPMENT C 400 E 5TH AVE RCRA NonGen / NLR Lower 29, 0.005, East A9 TALBOTS CYCLERY OF S 415 S B STREET RCRA NonGen / NLR Higher 1 ft.
A8 WARDROBE CLEANERS 344 4TH AVE ENVIROSTOR Higher 1 ft.
A7 BAMBOO WASHRITE & DR 411 S B ST EDR Hist Cleaner Higher 1 ft.
A6 TALBOTS CYCLERY OF S 415 S B STREET FINDS, ECHO Higher 1 ft.
A5 TALBOTS 445 S B STREET HAZNET, HWTS Higher 1 ft.
A4 TALBOTS CYCLERY 415 B San Mateo Co. BI Higher 1 ft.
A3 YOGURTOUILLE 407 B San Mateo Co. BI Higher 1 ft.
A2 BEISER SURVIVOR TRUS 401 S B ST HAZNET, HWTS TP
A1 TOMATINA 401 B San Mateo Co. BI TP
MAPPED SITES SUMMARY
Target Property Address:
401 S B STREET
SAN MATEO, CA 94401
Click on Map ID to see full detail.
MAP RELATIVE DIST (ft. & mi.)
ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS 1845 of 11211
7287695.2s Page 3
I78 3RD AVE LANDFILL SAN 3RD AVE WMUDS/SWAT, WDS Lower 396, 0.075, NNW H77 SIDEWALK JUICE 212 3RD San Mateo Co. BI Higher 389, 0.074, WNW D76 KASBARI EDMAN 412 E 3RD AVE EDR Hist Cleaner Lower 387, 0.073, North H75 3 BEES COFFEE HOUSE 224 3RD San Mateo Co. BI Higher 382, 0.072, WNW H74 SUBWAY 226 3RD San Mateo Co. BI Higher 380, 0.072, WNW H73 SUSHI SAMS EDOMATA 218 3RD San Mateo Co. BI Higher 379, 0.072, WNW I72 KENTUCKY FRIED CHICK 406 EAST THIRD AVENU LUST Lower 378, 0.072, NNW I71 3RD AND CLAREMONT HO 406 E 3RD AVE RCRA NonGen / NLR Lower 378, 0.072, NNW I70 3RD AND CLAREMONT OW 406 E 3RD AVE RCRA NonGen / NLR Lower 378, 0.072, NNW I69 UST SITE 406 3RD San Mateo Co. BI Lower 378, 0.072, NNW I68 KENTUCKY FRIED CHICK 406 EAST THIRD AVENU Cortese Lower 378, 0.072, NNW I67 KENTUCKY FRIED CHICK 406 3RD San Mateo Co. BI Lower 378, 0.072, NNW H66 ATHENA GYROS 312 3RD San Mateo Co. BI Higher 367, 0.070, NW H65 NORTH BEACH PIZZA 240 3RD San Mateo Co. BI Higher 367, 0.070, WNW F64 KEN GRIFFIN AUTO 612 RAILROAD San Mateo Co. BI Lower 358, 0.068, ESE G63 CARLYLE CLEANERS 420 S ELLSWORTH AVE EDR Hist Cleaner Higher 346, 0.066, SW F62 PACIFIC PERFORMANCE 608 RAILROAD San Mateo Co. BI Lower 346, 0.066, ESE D61 ARNOLD PEDERSON LUMB 400 CLAREMONT LUST, Cortese, HIST CORTESE, CERS Lower 330, 0.062, NNE D60 SOUTH CLAREMONT PROP 330 S CLAREMONT ST LUST Lower 300, 0.057, NNE D59 HYBRID HOSPITAL INC 330 S CLAREMONT ST RCRA NonGen / NLR Lower 300, 0.057, NNE D58 SOUTH CLAREMONT PROP 330 S. CLAREMONT STR CPS-SLIC, CERS Lower 300, 0.057, NNE B57 SAN MATEO CENTRAL PA 315 S ELLSWORTH AVE RCRA-SQG Higher 299, 0.057, West B56 LA SENDA PROPERTIES 307 SOUTH B STREET RCRA NonGen / NLR Higher 296, 0.056, NW B55 LA SENDA PROPERTIES 307 S. B. ST RCRA NonGen / NLR Higher 296, 0.056, NW E54 PETERSON & ARNOLD PL 421 5TH San Mateo Co. BI Lower 283, 0.054, ENE B53 JSR KARP 6, LIMITED 318 SOUTH B STREET RCRA NonGen / NLR Higher 265, 0.050, WNW C52 WHEEL WORKS # 8216 521 S B ST RCRA NonGen / NLR Higher 258, 0.049, SSE C51 MORGAN TIRE & AUTO I 521 S B ST EDR Hist Auto Higher 258, 0.049, SSE C50 HOWARD TIRE 521 B LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Higher 258, 0.049, SSE C49 WHEEL WORKS #122149 521 B ST CERS HAZ WASTE, CERS Higher 258, 0.049, SSE B48 B STREET & VINE 320 B San Mateo Co. BI Higher 250, 0.047, WNW B47 MR PIZZA MAN 201 4TH San Mateo Co. BI Higher 245, 0.046, West B46 MR PIZZA MAN 201 4TH San Mateo Co. BI Higher 245, 0.046, West C45 SAN MATEO ARTISTIC I 317 6TH San Mateo Co. BI Lower 228, 0.043, SE B44 100 SWEET CAFE 205 4TH San Mateo Co. BI Higher 225, 0.043, West B43 SERGIO PASTA SHOP 205 4TH San Mateo Co. BI Higher 225, 0.043, West B42 DRAEGERS 200-222 EAST 4TH AVE LUST, Cortese Higher 209, 0.040, WSW C41 CENTRAL CAFE 517 B San Mateo Co. BI Higher 207, 0.039, SSE D40 MP DOWNTOWN SAN MATE 480 E. 4TH AVENUE RCRA NonGen / NLR Lower 204, 0.039, NE
MAPPED SITES SUMMARY
Target Property Address:
401 S B STREET
SAN MATEO, CA 94401
Click on Map ID to see full detail.
MAP RELATIVE DIST (ft. & mi.)
ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS 1846 of 11211
7287695.2s Page 4
H117 CINEMARK 437 320 2ND AVE San Mateo Co. BI, HAZNET, HWTS Higher 493, 0.093, NW H116 437-CENTURY 12 SAN M 320 E 2ND AVE RCRA NonGen / NLR Higher 493, 0.093, NW H115 LAS AMERICAS RESTAUR 254 B San Mateo Co. BI Higher 488, 0.092, WNW H114 SAN MATEO LIQUORS 254 B San Mateo Co. BI Higher 488, 0.092, WNW J113 AARON BROTHER #221 180 3RD San Mateo Co. BI Higher 482, 0.091, West J112 LANE DTSM, LLC 180 E 3RD AVE RCRA NonGen / NLR Higher 482, 0.091, West J111 AARON BROTHERS #0221 180 E 3RD AVE RCRA NonGen / NLR Higher 482, 0.091, West G110 HUMMUS MEDITERRANEAN 150 4TH San Mateo Co. BI Higher 476, 0.090, SW G109 SO GONG DONG TOFU HO 150 4TH San Mateo Co. BI Higher 476, 0.090, SW M108 SAN MATEO LUMBER CO. 501 S CLAREMONT ST HIST UST Lower 473, 0.090, East M107 SAN MATEO LUMBER COM 501 S CLAREMONT ST SWEEPS UST, HIST UST, CA FID UST Lower 473, 0.090, East L106 WHPV BLOCK 21 OWNER 311 S. CLAREMONT ST RCRA NonGen / NLR Lower 471, 0.089, NNE J105 TEAWAY/ TUTTIMELON 165 4TH San Mateo Co. BI Higher 468, 0.089, WSW J104 CHATIME 165 4TH San Mateo Co. BI Higher 468, 0.089, WSW J103 HONEYBERRY 165 4TH San Mateo Co. BI Higher 468, 0.089, WSW J102 HONEY BERRY 165 4TH San Mateo Co. BI Higher 468, 0.089, WSW I101 RED CRAWFISH 401 3RD San Mateo Co. BI Lower 468, 0.089, NNW I100 ATLAS PROPERTY GROUP 401 E. THIRD AVE. RCRA NonGen / NLR Lower 468, 0.089, NNW I99 FUJI SUKIYAKI RESTAU 428 3RD San Mateo Co. BI Lower 443, 0.084, North I98 FUJI SUKIYAKI 428 3RD San Mateo Co. BI Lower 443, 0.084, North E97 SHINODA SHIGEAKI SHI 500 E FOURTH AVE EDR Hist Auto Lower 439, 0.083, NE E96 TACO BELL #1295 500 4TH San Mateo Co. BI Lower 439, 0.083, NE E95 TACO BELL #30746 500 4TH San Mateo Co. BI Lower 439, 0.083, NE K94 DOWNTOWN CENTRAL PAR 315 ELLSWORTH San Mateo Co. BI Higher 438, 0.083, West D93 WHPV BLOCK 21 OWNER 373 S. CLAREMONT ST RCRA NonGen / NLR Lower 437, 0.083, NNE I92 SAIGON CITY AUTHENTI 418 3RD San Mateo Co. BI Lower 429, 0.081, North G91 GRAMERCY ON THE PARK 555 LAUREL San Mateo Co. BI Higher 428, 0.081, SSW J90 DOMINOS PIZZA 169 4TH San Mateo Co. BI Higher 423, 0.080, WSW G89 FRANK CATOMER 153 E. 5TH AVE RCRA NonGen / NLR Higher 420, 0.080, SW F88 EUROPEAN CAR CARE 316 6TH AVE RCRA NonGen / NLR Lower 416, 0.079, SE F87 EUROPEAN CAR CARE 316 6TH San Mateo Co. BI Lower 416, 0.079, SE D86 WINDY HILL PROPERTY 304 S CLAREMONT ST RCRA NonGen / NLR Lower 416, 0.079, North F85 STALLINGS PAINTING 628 RAILROAD San Mateo Co. BI Lower 411, 0.078, ESE D84 WHPV BLOCK 21 OWNER 397 S. CLAREMONT ST RCRA NonGen / NLR Lower 408, 0.077, NNE D83 SERVICE PRESS INC 397 S CLAREMONT ST RCRA NonGen / NLR, FINDS, ECHO Lower 408, 0.077, NNE H82 PEETS COFFEE & TEA 255 3RD San Mateo Co. BI Higher 407, 0.077, NW H81 LITTLE CHINA KITCHEN 215 3RD San Mateo Co. BI Higher 406, 0.077, NW H80 GANGNAM CHICKEN 213 3RD San Mateo Co. BI Higher 406, 0.077, NW D79 WHPV BLOCK 21 OWNER 501 E. 4TH AVE RCRA NonGen / NLR Lower 403, 0.076, NNE
MAPPED SITES SUMMARY
Target Property Address:
401 S B STREET
SAN MATEO, CA 94401
Click on Map ID to see full detail.
MAP RELATIVE DIST (ft. & mi.)
ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS 1847 of 11211
7287695.2s Page 5
L156 LAS PALOMAS #2 512 3RD San Mateo Co. BI Lower 560, 0.106, North N155 KATHYS CREATIVE KAKE 631 B San Mateo Co. BI Lower 559, 0.106, SE L154 ELENOR LEE 508 EAST 3RD AVENUE DRYCLEANERS, EMI, HWTS Lower 557, 0.105, North L153 AMA TIRES 525 E 4TH AVE RCRA NonGen / NLR Lower 556, 0.105, NNE L152 A M A TIRES & WHEELS 525 4TH San Mateo Co. BI Lower 556, 0.105, NNE L151 WHPV BLOCK 21 OWNER 525 E 4TH AVE RCRA NonGen / NLR Lower 556, 0.105, NNE L150 LAS PALOMAS TAQUERIA 504 3RD San Mateo Co. BI Lower 555, 0.105, North L149 LAS PALOMAS TAQUERIA 504 3RD San Mateo Co. BI Lower 555, 0.105, North L148 TAQUERIA LAS CASUELA 517 4TH San Mateo Co. BI Lower 548, 0.104, NNE L147 WING FAT RESTAURANT 500 3RD San Mateo Co. BI Lower 542, 0.103, North N146 KELLY MOORE PAINT CO 616 S B ST RCRA NonGen / NLR Lower 541, 0.102, SSE N145 GOODYEAR TIRE & RUBB 616 B LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Lower 541, 0.102, SSE N144 KELLY MOORE PAINT CO 616 S B ST RCRA NonGen / NLR Lower 541, 0.102, SSE N143 GOOD YEAR TIRE STORE 616 S B ST LUST Lower 541, 0.102, SSE N142 KELLY MOORE PAINT CO 616 S B ST CERS HAZ WASTE, CERS Lower 541, 0.102, SSE L141 QUALITY CLEANERS 508 3RD San Mateo Co. BI Lower 536, 0.102, North H140 3 AMIGOS 243 B San Mateo Co. BI Higher 531, 0.101, NW H139 PACIFIC CATCH 243 S B San Mateo Co. BI Higher 531, 0.101, NW G138 PIZZA MY HEART SAN M 140 4TH San Mateo Co. BI Higher 530, 0.100, WSW J137 BOMBAY GARDEN 172 3RD San Mateo Co. BI Higher 528, 0.100, West K136 WALGREENS #3296 191 E 3RD AVE RCRA NonGen / NLR Higher 520, 0.098, West K135 WALGREENS #3296 191 E 3RD AVE RCRA-VSQG, FINDS, ECHO, San Mateo Co. BI, HAZNET,... Higher 520, 0.098, West K134 WALGREENS #3296 191 E 3RD AVE CERS HAZ WASTE, HAZNET, HWTS Higher 520, 0.098, West H133 LOS DOS AMIGOS 246 B San Mateo Co. BI Higher 518, 0.098, WNW H132 TENKA JAPANESE RESTA 246 B San Mateo Co. BI Higher 518, 0.098, WNW I131 ACCU-TUNE 435 3RD LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Lower 518, 0.098, North I130 PAULS FLYING A SERVI 435 THIRD AVE EDR Hist Auto Lower 518, 0.098, North I129 PRECISION TUNE AUTO 435 E 3RD AVE RCRA NonGen / NLR Lower 518, 0.098, North I128 ACCU-TUNE 435 E 3RD AVE LUST Lower 518, 0.098, North I127 WINDY HILL PROPERTIE 435 E. THIRD ST RCRA NonGen / NLR Lower 518, 0.098, North F126 FATHER NOEL & SONS 616 S RAILROAD AVE SWEEPS UST, San Mateo Co. BI, HAZNET, HWTS Lower 504, 0.095, SE E125 QUALITY CLEANERS 548 E FIFTH AV EDR Hist Cleaner Lower 503, 0.095, ENE H124 CAJUN HOUSE 2 251 B San Mateo Co. BI Higher 503, 0.095, NW H123 SUN CHINESE CUISINE 251 B San Mateo Co. BI Higher 503, 0.095, NW H122 HAPPY CAFE 250 B San Mateo Co. BI Higher 500, 0.095, WNW H121 HAPPY RESTAURANT 250 B San Mateo Co. BI Higher 500, 0.095, WNW H120 ROTI INDIAN BISTRO 201 THIRD San Mateo Co. BI Higher 498, 0.094, WNW H119 ACQUAPAZZA 201 3RD San Mateo Co. BI Higher 498, 0.094, WNW H118 RESIDENCE 205 3RD SWEEPS UST, San Mateo Co. BI Higher 497, 0.094, WNW
MAPPED SITES SUMMARY
Target Property Address:
401 S B STREET
SAN MATEO, CA 94401
Click on Map ID to see full detail.
MAP RELATIVE DIST (ft. & mi.)
ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS 1848 of 11211
7287695.2s Page 6
L195 ARCO #0515 300 S DELAWARE ST LUST Lower 626, 0.119, NNE L194 DELAWARE SMOG PROS 300 S DELAWARE AVE RCRA NonGen / NLR Lower 626, 0.119, NNE L193 ARCO #0515 300 DELAWARE LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Lower 626, 0.119, NNE P192 CONOCOPHILLIPS COMPA 402 S DELAWARE ST EDR Hist Auto Lower 621, 0.118, NE P191 APRO LLC DBA UNITED 402 DELAWARE ST RCRA NonGen / NLR Lower 621, 0.118, NE P190 UNITED PACIFIC #2201 402 DELAWARE San Mateo Co. BI Lower 621, 0.118, NE P189 TAD’S 76 - 256390 402 S DELAWARE ST RCRA NonGen / NLR Lower 621, 0.118, NE P188 APRO DISTRIBUTION 22 402 S DELAWARE ST UST Lower 621, 0.118, NE P187 UNOCAL #6390 402 DELAWARE LUST, San Mateo Co. BI Lower 621, 0.118, NE P186 TNT AUTO REPAIR 402 S DELAWARE ST RCRA NonGen / NLR Lower 621, 0.118, NE P185 AT AUTO CARE 402 DELAWARE LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Lower 621, 0.118, NE P184 TNT AUTO REPAIR 402 DELAWARE San Mateo Co. BI Lower 621, 0.118, NE P183 AT AUTO CARE 402 S DELAWARE ST RCRA NonGen / NLR Lower 621, 0.118, NE P182 TAD’S 76 #256390 402 S DELAWARE ST UST Lower 621, 0.118, NE P181 UNOCAL SERVICE STATI 402 S DELAWARE ST LUST, SWEEPS UST, HIST UST Lower 621, 0.118, NE P180 76 MART 402 DELAWARE San Mateo Co. BI Lower 621, 0.118, NE K179 RAVE BURGER 144 3RD San Mateo Co. BI Higher 620, 0.117, West K178 BEST OF BURMA 146 3RD San Mateo Co. BI Higher 618, 0.117, West K177 GOLDEN ISLAND CAFE 146 3RD San Mateo Co. BI Higher 618, 0.117, West J176 SHIHLIN TAIWAN STREE 142 3RD San Mateo Co. BI Higher 615, 0.116, West M175 AUTO TECH MOTOR SERV 601 S CLAREMONT ST FINDS, San Mateo Co. BI Lower 610, 0.116, East M174 AUTOTECH MOTOR SERVI 601 S CLAREMONT RCRA NonGen / NLR Lower 610, 0.116, East M173 AUTO TECH MOTOR SERV 601 S CLAREMONT ST CERS HAZ WASTE, CERS Lower 610, 0.116, East O172 THE STRATFORD 601 LAUREL San Mateo Co. BI Higher 604, 0.114, South O171 THE STRATFORD 601 LAUREL AVE RCRA NonGen / NLR Higher 604, 0.114, South H170 LEVEL 236/ ATTIC 236 B San Mateo Co. BI Higher 599, 0.113, NW F169 PENINSULA AUTOMOTIVE 317 7TH AVE RCRA NonGen / NLR Lower 591, 0.112, SE F168 BACEY AUTOMOTIVE 317 7TH San Mateo Co. BI Lower 591, 0.112, SE F167 DIETERS GERMAN CAR R 309 7TH San Mateo Co. BI Lower 591, 0.112, SE F166 PENINSULA AUTOMOTIVE 317 7TH AVE CERS HAZ WASTE, HAZNET, HWTS Lower 591, 0.112, SE F165 SUTTER VNA & HOSPICE 700 CLAREMONT San Mateo Co. BI Lower 588, 0.111, ESE L164 WHPV BLOCK 21 OWNER 320 S. DELAWARE ST RCRA NonGen / NLR Lower 588, 0.111, NNE J163 CHINA BISTRO 111 4TH San Mateo Co. BI Higher 580, 0.110, WSW J162 HONG KONG CAUSEWAY B 111 4TH San Mateo Co. BI Higher 580, 0.110, WSW J161 MANGO GARDEN 111 4TH San Mateo Co. BI Higher 580, 0.110, WSW F160 THE HAWKINS CO 37.563793/-122.31854 PFAS ECHO Lower 576, 0.109, ESE F159 CALLENDAR ASSOC 311 7TH AVE SWEEPS UST, CA FID UST, San Mateo Co. BI Lower 574, 0.109, SE N158 EVERYDAY BEIJING 637 B San Mateo Co. BI Lower 562, 0.106, SE N157 EVERY DAY BEIJING 637 B San Mateo Co. BI Lower 562, 0.106, SE
MAPPED SITES SUMMARY
Target Property Address:
401 S B STREET
SAN MATEO, CA 94401
Click on Map ID to see full detail.
MAP RELATIVE DIST (ft. & mi.)
ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS 1849 of 11211
7287695.2s Page 7
T234 SHABU WAY 145 3RD San Mateo Co. BI Higher 704, 0.133, West P233 JIFFY LUBE 1151 407 S DELAWARE CERS HAZ WASTE, CERS TANKS, CERS Lower 704, 0.133, NE P232 JIFFY LUBE 407 S DELAWARE AST Lower 704, 0.133, NE P231 RL LAZATIN 407 S DELAWARE LUST, HIST UST Lower 704, 0.133, NE P230 JIFFY LUBE 1151 407 DELAWARE LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Lower 704, 0.133, NE P229 JIFFY LUBE # 1151 407 S DELAWARE ST RCRA NonGen / NLR Lower 704, 0.133, NE Q228 BRICK OVEN PIZZA 200 B San Mateo Co. BI Higher 699, 0.132, NW Q227 KINGFISH OFFICE 201 SOUTH B STREET RCRA NonGen / NLR Higher 695, 0.132, NW R226 PALM AVENUE MOTORS A 308 7TH AVE CERS HAZ WASTE, CERS Lower 688, 0.130, SE R225 NEXT GEAR BIMMER MOT 308 7TH AVE RCRA NonGen / NLR Lower 688, 0.130, SE R224 PALM AVE MOTORS AUTO 308 7TH AVE RCRA NonGen / NLR Lower 688, 0.130, SE R223 PALM AVENUE MOTORS A 308 7TH San Mateo Co. BI Lower 688, 0.130, SE K222 PHO MISS SAIGON 147 3RD San Mateo Co. BI Higher 687, 0.130, West K221 VESPUCCI 147 3RD San Mateo Co. BI Higher 687, 0.130, West Q220 CHEESE STEAK SHOP 206 B San Mateo Co. BI Higher 682, 0.129, NW T219 SHARONA CHOCOLATE SH 128 3RD San Mateo Co. BI Higher 679, 0.129, West Q218 JAPAN 2 RESTAURANT C 220 MAIN San Mateo Co. BI Higher 677, 0.128, NW Q217 DASH 220 MAIN San Mateo Co. BI Higher 677, 0.128, NW Q216 TEA THE SEASON 220 MAIN San Mateo Co. BI Higher 677, 0.128, NW Q215 MOONS FAMILY SPORTS 215 B San Mateo Co. BI Higher 668, 0.127, NW S214 COMMERCIAL PROPERTY 635 CLAREMONT San Mateo Co. BI Lower 666, 0.126, ESE S213 EURASIAN AUTO REPAIR 635 S CLAREMONT ST CERS HAZ WASTE, HAZNET, CERS, HWTS Lower 666, 0.126, ESE S212 EURASIAN AUTO REPAIR 635 S CLAREMONT ST RCRA NonGen / NLR Lower 666, 0.126, ESE Q211 NEW YORK PIZZA LLC 219 B San Mateo Co. BI Higher 660, 0.125, NW R210 007 MOTORSPORT 704 RAILROAD San Mateo Co. BI Lower 651, 0.123, SE K209 CLEAR 138 3RD San Mateo Co. BI Higher 644, 0.122, West M208 AUTOTRONICS 609 S CLAREMONT ST CERS HAZ WASTE, HAZNET, CERS, HWTS Lower 635, 0.120, East M207 NEW LOOK AUTO BODY & 609 S CLAREMONT ST RCRA-SQG, San Mateo Co. BI, EMI, HAZNET, CERS,... Lower 635, 0.120, East M206 AUTOTRONICS AUTO REP 609 S CLAREMONT ST RCRA NonGen / NLR Lower 635, 0.120, East M205 MBZ SOLUTIONS 615 CLAREMONT San Mateo Co. BI Lower 634, 0.120, East Q204 GOLDEN BOY PIZZA 234 MAIN San Mateo Co. BI Higher 627, 0.119, NW L203 ARCO 00515 300 S DELAWARE ST CERS HAZ WASTE, CERS TANKS, CERS Lower 626, 0.119, NNE L202 ARCO 00515 300 S DELAWARE ST UST Lower 626, 0.119, NNE L201 BP WEST COAST PRODUC 300 S DELAWARE ST RCRA NonGen / NLR Lower 626, 0.119, NNE L200 ARCO STATION #515 300 SOUTH DELAWARE Notify 65 Lower 626, 0.119, NNE L199 ARCO FAC #515 300 S DELAWARE ST SWEEPS UST, CA FID UST, HAZNET, HWTS Lower 626, 0.119, NNE L198 WHA IN YUN 300 SO DELAWARE HIST UST, HAZNET, HWTS Lower 626, 0.119, NNE L197 RUPPELL PHILLIP A 300 S DELAWARE EDR Hist Auto Lower 626, 0.119, NNE L196 WHA IN YUN 300 S DELAWARE ST HIST UST Lower 626, 0.119, NNE
MAPPED SITES SUMMARY
Target Property Address:
401 S B STREET
SAN MATEO, CA 94401
Click on Map ID to see full detail.
MAP RELATIVE DIST (ft. & mi.)
ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS 1850 of 11211
7287695.2s Page 8
P273 ANDYS BP INC DBA GAS 609 E 4TH AVE RCRA NonGen / NLR Lower 780, 0.148, NE Q272 COLDSTONE CREAMERY 375 2ND San Mateo Co. BI Higher 773, 0.146, NW Q271 COLDSTONE CREAMERY 375 2ND San Mateo Co. BI Higher 773, 0.146, NW Q270 FLETCHS 385 2ND San Mateo Co. BI Higher 773, 0.146, NW Q269 BEARD PAPA SWEETS CA 365 2ND San Mateo Co. BI Higher 772, 0.146, NW V268 THIRD AVENUE SHELL 611 E 003RD SWEEPS UST, CA FID UST Lower 770, 0.146, NNE S267 EUROCRAFT AUTOBODY 649 S CLAREMONT ST RCRA NonGen / NLR Lower 768, 0.145, ESE S266 HANSONS TECHNOLOGY 649 CLAREMONT San Mateo Co. BI Lower 768, 0.145, ESE Q265 AD O LITH 168 B San Mateo Co. BI Higher 767, 0.145, NW W264 SOZAI CORNER 71 4TH San Mateo Co. BI Higher 754, 0.143, WSW W263 KAZ TERIYAKI GRILL 71 4TH San Mateo Co. BI Higher 754, 0.143, WSW W262 SURUKI SUPER MARKET 71 4TH San Mateo Co. BI Higher 754, 0.143, WSW V261 IZMIRIAN ROOFING & S 207 CLAREMONT LUST, CA FID UST, San Mateo Co. BI, Cortese, HIST... Lower 749, 0.142, North L260 SEVEN ELEVEN FOOD ST 600 3RD San Mateo Co. BI Lower 740, 0.140, NNE L259 7 ELEVEN STORE #2366 600 3RD San Mateo Co. BI Lower 740, 0.140, NNE L258 7-ELEVEN INC. STORE 600 3RD San Mateo Co. BI Lower 740, 0.140, NNE Q257 HANSON TECH 412 2ND HAULERS, SWEEPS UST, San Mateo Co. BI Lower 737, 0.140, NNW Q256 T W AUTOMOTIVE LLC 412 2ND AVE RCRA NonGen / NLR Lower 737, 0.140, NNW Q255 T W AUTOMOTIVE LLC 412 2ND AVE CERS HAZ WASTE, HAZNET, CERS, HWTS Lower 737, 0.140, NNW Q254 RESIDENT 412 2ND AVE. CA FID UST Lower 737, 0.140, NNW Q253 SMOGPRO TW AUTOMOTIV 412 2ND AVE RCRA NonGen / NLR Lower 737, 0.140, NNW U252 HIMAWARI TEI LLC 202 2ND San Mateo Co. BI Higher 736, 0.139, WNW U251 KITCHO RESTAURANT 204 2ND San Mateo Co. BI Higher 733, 0.139, WNW U250 SUSHI 85 204 2ND San Mateo Co. BI Higher 733, 0.139, WNW U249 THAI SPICES 204 2ND San Mateo Co. BI Higher 733, 0.139, WNW T248 BASKIN ROBBINS #187- 133 3RD San Mateo Co. BI Higher 732, 0.139, West S247 APS ENTERPRISES, INC 639 CLAREMONT San Mateo Co. BI Lower 730, 0.138, ESE S246 AUTOCRAFT INC 639 S CLAREMONT ST CERS HAZ WASTE, HAZNET Lower 730, 0.138, ESE S245 PRECISION AUTO CARE 639 S CLAREMONT ST RCRA NonGen / NLR Lower 730, 0.138, ESE S244 AUTOCRAFT INC 639 S CLAREMONT ST RCRA NonGen / NLR Lower 730, 0.138, ESE V243 JACK IN THE BOX #049 555 3RD San Mateo Co. BI Lower 727, 0.138, North U242 IZAKAYA "MAI" 212 2ND San Mateo Co. BI Higher 724, 0.137, WNW U241 IZAKAYA MAI 212 2ND San Mateo Co. BI Higher 724, 0.137, WNW U240 BLUE SKY CLEANERS 200 2ND AVE San Mateo Co. BI, DRYCLEANERS, HAZNET, HWTS Higher 722, 0.137, WNW U239 BLUE SKY CLEANERS 200 2ND AVE RCRA NonGen / NLR Higher 722, 0.137, WNW U238 R NU IT (FORMER) 200 EAST SECOND AVEN ENVIROSTOR, NON-CASE INFO Higher 722, 0.137, WNW U237 J&J ONE HOUR MARTINI 200 E 2ND AVE RCRA-SQG Higher 722, 0.137, WNW Q236 SWEET BREAMS 220 2ND San Mateo Co. BI Higher 718, 0.136, WNW Q235 NARU BENTO 220 2ND San Mateo Co. BI Higher 718, 0.136, WNW
MAPPED SITES SUMMARY
Target Property Address:
401 S B STREET
SAN MATEO, CA 94401
Click on Map ID to see full detail.
MAP RELATIVE DIST (ft. & mi.)
ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS 1851 of 11211
7287695.2s Page 9
X312 2ND AVE MARKET 503 2ND San Mateo Co. BI Lower 861, 0.163, NNW X311 2ND AVE MARKET 503 2ND San Mateo Co. BI Lower 861, 0.163, NNW W310 PASTA PRIMAVERA 34 4TH San Mateo Co. BI Higher 860, 0.163, SW U309 BAY WATCH 201 2ND San Mateo Co. BI Higher 858, 0.162, WNW W308 RUBIO’S RESTAURANTS 38 4TH San Mateo Co. BI Higher 852, 0.161, SW W307 RITZ CAMERA CENTERS 38 E FOURTH AVE RCRA-SQG Higher 852, 0.161, SW T306 HAAG N HAAG 92 3RD San Mateo Co. BI Higher 847, 0.160, WSW T305 KAFFEEHAUS 92 3RD San Mateo Co. BI Higher 847, 0.160, WSW P304 AL CARBON 602 FOURTH San Mateo Co. BI Lower 843, 0.160, NE P303 TACOS AL VAPOR NUEVA 602 4TH San Mateo Co. BI Lower 843, 0.160, NE P302 CHEVRON STATION NO 9 602 E 4TH AVE RCRA NonGen / NLR, FINDS, ECHO, HAZNET, HWTS Lower 843, 0.160, NE P301 PANADERIA GUATEMALTE 602 4TH San Mateo Co. BI Lower 843, 0.160, NE P300 SUBWAY SANDWICH 602 4TH San Mateo Co. BI Lower 843, 0.160, NE P299 CHEVRON 9-5336 602 4TH LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Lower 843, 0.160, NE P298 95336 602 E 4TH ST HIST UST Lower 843, 0.160, NE
P297 CHEVRON #5336 602 E 4TH AVE LUST, SWEEPS UST, HIST UST Lower 843, 0.160, NE U296 MARU MARU 213 2ND San Mateo Co. BI Higher 841, 0.159, WNW U295 BEN TRE 213 2ND San Mateo Co. BI Higher 841, 0.159, WNW W294 LAZERTOUCH INC 44 E FOURTH AVE RCRA-SQG, FINDS, ECHO, HAZNET, HWTS Higher 840, 0.159, SW W293 BLOCKBUSTER LLC #638 44 4TH San Mateo Co. BI Higher 840, 0.159, SW W292 DEAN PRODUCE 44 4TH San Mateo Co. BI Higher 840, 0.159, SW Y291 CLAUDIAS PASTES AND 668 3RD San Mateo Co. BI Lower 829, 0.157, NNE W290 NOAHS NEW YORK BAGEL 50 4TH San Mateo Co. BI Higher 828, 0.157, SW U289 ST MATTHEWS BLDG 215 2ND San Mateo Co. BI Higher 824, 0.156, WNW V288 UNION OIL SERVICE ST 615 E 003RD AVE SWEEPS UST, CA FID UST Lower 821, 0.155, NNE X287 IZMIRIAN ROOFING & S 207 CLAREMONT LUST, SWEEPS UST Lower 819, 0.155, NNW W286 THE SANDWICH SPOT 65 4TH San Mateo Co. BI Higher 818, 0.155, WSW T285 L & L HAWAIIAN BARBE 94 3RD San Mateo Co. BI Higher 805, 0.152, WSW T284 ZABU ZABU SAN MATEO 98 3RD San Mateo Co. BI Higher 805, 0.152, WSW R283 YUPPIE 709 B San Mateo Co. BI Lower 790, 0.150, SE O282 YVONNE DETERT 200 7TH AVE RCRA NonGen / NLR Higher 789, 0.149, South P281 GAS & SHOP 609 4TH San Mateo Co. BI Lower 780, 0.148, NE P280 GAS & SHOP 609 E 4TH AVE UST Lower 780, 0.148, NE
P279 MOBIL OIL CORP 609 E FOURTH AVENUE HIST UST Lower 780, 0.148, NE P278 BP OIL COMPANY FACIL 609 E 4TH AVE LUST, SWEEPS UST, HIST UST Lower 780, 0.148, NE P277 MOBIL SERVICE STATIO 609 E 4TH AVE HIST UST Lower 780, 0.148, NE P276 GAS & SHOP 609 E 4TH AVE CERS HAZ WASTE, CERS TANKS, HAZNET, CERS, HWTS Lower 780, 0.148, NE P275 BP OIL #11205 609 4TH LUST, Cortese, HIST CORTESE, CERS Lower 780, 0.148, NE P274 TOSCO NORTHWEST CO N 609 E 4TH AVE RCRA-SQG, FINDS, ECHO Lower 780, 0.148, NE
MAPPED SITES SUMMARY
Target Property Address:
401 S B STREET
SAN MATEO, CA 94401
Click on Map ID to see full detail.
MAP RELATIVE DIST (ft. & mi.)
ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS 1852 of 11211
7287695.2s Page 10
W351 CALIFORNIA ROLL 41 4TH San Mateo Co. BI Higher 949, 0.180, WSW T350 MASU 79 3RD San Mateo Co. BI Higher 935, 0.177, West X349 KOKKO 509 2ND San Mateo Co. BI Lower 935, 0.177, North Y348 ALBAYK 670 3RD San Mateo Co. BI Lower 926, 0.175, NNE S347 RANDY PAGAN 706 S. DELAWARE RCRA NonGen / NLR Lower 922, 0.175, East W346 FUEL CAFE 4 4TH San Mateo Co. BI Higher 922, 0.175, SW Z345 WORLDPAC 9738 SAN MA 733 CLAREMONT San Mateo Co. BI Lower 913, 0.173, ESE T344 GLOW 76 3RD San Mateo Co. BI Higher 912, 0.173, WSW T343 SKY LOUNGE 76 3RD San Mateo Co. BI Higher 912, 0.173, WSW W342 KISAKU RESTAURANT 47 4TH San Mateo Co. BI Higher 904, 0.171, WSW T341 CLAY OVEN CUISINE OF 78 3RD San Mateo Co. BI Higher 903, 0.171, WSW U340 DOWNTOWN PROPERTIES 181 2ND AVE RCRA NonGen / NLR Higher 901, 0.171, WNW U339 NEXTEL - SITE ID CA- 181 2ND San Mateo Co. BI Higher 901, 0.171, WNW U338 OLSTEN KIMBERLY QUAL 181 2ND San Mateo Co. BI Higher 901, 0.171, WNW U337 DOWNTOWN PROPERTIES 181 SECOND San Mateo Co. BI Higher 901, 0.171, WNW U336 AT & T MOBILITY 181 2ND AVE- 6TH FLR San Mateo Co. BI Higher 901, 0.171, WNW Y335 TAQUERIA EL NAYARITA 660 3RD San Mateo Co. BI Lower 900, 0.170, NNE V334 SAINT MATTS SHELL 611 E THIRD AVE HIST UST Lower 882, 0.167, NNE V333 THIRD STREET SHELL # 611 E 3RD AVE UST Lower 882, 0.167, NNE V332 SHELL SERVICE STATIO 611 E THIRD RCRA-LQG, FINDS, ECHO Lower 882, 0.167, NNE V331 SAINT MATT’S SHELL 611 E 3RD AVE LUST, HIST UST, San Mateo Co. BI, Cortese, CERS Lower 882, 0.167, NNE V330 AU ENERGY-THIRD STRE 611 E 3RD AVE RCRA NonGen / NLR Lower 882, 0.167, NNE V329 THIRD STREET SHELL # 611 E 3RD AVE CERS HAZ WASTE, CERS TANKS, CERS Lower 882, 0.167, NNE R328 PRESTIGE AUTOWORKS 315 8TH San Mateo Co. BI Lower 882, 0.167, SE R327 C3 AUTO INC 315 8TH AVE RCRA NonGen / NLR Lower 882, 0.167, SE S326 PENINSULA PUMP & EQU 713 S CLAREMONT ST RCRA NonGen / NLR Lower 879, 0.166, ESE S325 EV AUTO SERVICE 713 CLAREMONT San Mateo Co. BI Lower 879, 0.166, ESE S324 HANSONS MERCEDES TEC 713 S CLAREMONT ST S RCRA NonGen / NLR Lower 879, 0.166, ESE S323 THE HAWKINS CO 713 SO CLAREMONT ST CERS HAZ WASTE, FINDS, EMI, CERS Lower 879, 0.166, ESE S322 EV AUTO SERVICE 713 S CLAREMONT ST RCRA NonGen / NLR Lower 879, 0.166, ESE S321 HAWKINS CO 713 CLAREMONT San Mateo Co. BI Lower 879, 0.166, ESE S320 SAN MATEO TRANSMISSI 707 CLAREMONT San Mateo Co. BI Lower 877, 0.166, ESE S319 SAN MATEO TRANSMISSI 707 S CLAREMONT ST CERS HAZ WASTE, SWEEPS UST, CA FID UST, CERS Lower 877, 0.166, ESE S318 HILLSDALE TRANSMISSI 707 S CLAREMONT ST RCRA NonGen / NLR Lower 877, 0.166, ESE O317 LESLEY TOWERS LLC DB 700 LAUREL AVE RCRA NonGen / NLR Higher 872, 0.165, South O316 MILLBRAE SCHOOL WARE 700 LAUREL HIST CORTESE Higher 872, 0.165, South O315 PARK TOWERS 700 LAUREL San Mateo Co. BI Higher 872, 0.165, South O314 LESLEY TOWERS LLC 700 LAUREL San Mateo Co. BI Higher 872, 0.165, South X313 USAGI 505 2ND San Mateo Co. BI Lower 872, 0.165, North
MAPPED SITES SUMMARY
Target Property Address:
401 S B STREET
SAN MATEO, CA 94401
Click on Map ID to see full detail.
MAP RELATIVE DIST (ft. & mi.)
ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS 1853 of 11211
7287695.2s Page 11
AD390 REGAL 706 4TH LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Lower 1023, 0.194, NE AC389 RAMEN DOJO 805 B San Mateo Co. BI Lower 1018, 0.193, SE AC388 ATLAS ELECTRIC CO IN 811 SO B STREET HIST UST Lower 1016, 0.192, SE AC387 ELESCO 811 S B ST SWEEPS UST, CA FID UST, San Mateo Co. BI Lower 1016, 0.192, SE AC386 ATLAS ELECTRIC CO. I 811 S B ST HIST UST Lower 1016, 0.192, SE AC385 THE GARAGE 316 8TH AVE SWEEPS UST, HWTS Lower 1015, 0.192, SE AC384 ALFREDOS AUTO REPAIR 316 8TH AVE CERS HAZ WASTE, CERS Lower 1015, 0.192, SE AC383 B 2 AUTOBODY REPAIR 316 8TH LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Lower 1015, 0.192, SE AC382 ALFREDO AUTO REPAIR 316 8TH AVE RCRA NonGen / NLR Lower 1015, 0.192, SE X381 INTEGRITY MOTORS LLC 110 S CLAREMONT RCRA NonGen / NLR Lower 1006, 0.191, NNW X380 LMP1 TOWING AND AUTO 110 S CLAREMONT ST RCRA NonGen / NLR Lower 1006, 0.191, NNW X379 LMP1 TOWING & AUTO R 110 S CLAREMONT ST CERS HAZ WASTE, CERS Lower 1006, 0.191, NNW X378 EV AUTO SERVICE LLC 110 S CLAREMONT ST RCRA NonGen / NLR Lower 1006, 0.191, NNW X377 OTOS AUTOMOTIVE 110 S CLAREMONT ST HIST UST Lower 1006, 0.191, NNW X376 OTOS AUTOMOTIVE 110 SO CLAREMONT HIST UST Lower 1006, 0.191, NNW AB375 CATALINA SUN 69-73 E 3RD AVE RCRA NonGen / NLR Higher 997, 0.189, WSW AB374 AMICIS EAST COAST PI 69 3RD San Mateo Co. BI Higher 997, 0.189, WSW AB373 SHARE TEA 60 3RD San Mateo Co. BI Higher 990, 0.188, WSW AB372 PORTERHOUSESTEAKUS 60 3RD San Mateo Co. BI Higher 990, 0.188, WSW U371 DWF V 101 ELLSWORTH 101 S ELLSWORTH CERS TANKS, CERS Higher 985, 0.187, WNW AA370 DESSERT REPUBLIC 138 MAIN San Mateo Co. BI Higher 983, 0.186, NW AC369 TWINKLE CLEANERS 801 S B ST RCRA NonGen / NLR Lower 983, 0.186, SE AC368 CARL’S CLEANERS 801 S B ST RCRA-SQG, San Mateo Co. BI, DRYCLEANERS, EMI, HWTS Lower 983, 0.186, SE AC367 CARL’S DRY CLEANERS 801 SOUTH B STREET CPS-SLIC Lower 983, 0.186, SE AC366 FORMER CARL’S CLEANE 801 SOUTH B STREET ENVIROSTOR, VCP Lower 983, 0.186, SE AA365 CARLS AUTO BODY 111 S RAILROAD AVE RCRA-SQG, San Mateo Co. BI Lower 972, 0.184, NNW AB364 NI-MO JAPANESE CUISI 73 3RD San Mateo Co. BI Higher 967, 0.183, WSW Y363 UNION OIL SS 4178 615 EAST THIRD AVE HIST UST Lower 967, 0.183, NNE Y362 LITTLE CAESARS 615 3RD San Mateo Co. BI Lower 967, 0.183, NNE Y361 TOSCO #4178 615 3RD LUST, San Mateo Co. BI, HIST CORTESE Lower 967, 0.183, NNE Y360 UNION OIL SS# 4178 615 E 3RD AVE HIST UST Lower 967, 0.183, NNE Y359 TOSCO #4178 615 EAST THIRD AVENU UST Lower 967, 0.183, NNE Y358 UNION OIL SS#4178 615 E 3RD AVE LUST, HIST UST Lower 967, 0.183, NNE Y357 BANGKOK PATIO BAR AN 615 3RD San Mateo Co. BI Lower 967, 0.183, NNE Y356 BANGKOK PATIO 615 3RD San Mateo Co. BI Lower 967, 0.183, NNE Y355 UNOCAL SERVICE STATI 615 E 3RD AVE LUST, Cortese, HAZNET, HWTS Lower 967, 0.183, NNE AA354 SHINOZAKI AUTOMOTIVE 115 S RAILROAD AVE SWEEPS UST, CA FID UST Lower 964, 0.183, NNW T353 THE THIRD AVENUE SPO 77 3RD San Mateo Co. BI Higher 952, 0.180, West U352 CRONS PRINTING 125 S ELLESWORTH AVE RCRA-SQG, FINDS, ECHO Higher 950, 0.180, WNW
MAPPED SITES SUMMARY
Target Property Address:
401 S B STREET
SAN MATEO, CA 94401
Click on Map ID to see full detail.
MAP RELATIVE DIST (ft. & mi.)
ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS 1854 of 11211
7287695.2s Page 12
Z429 SAN MATEO TIRE AND B 829 S CLAREMONT ST RCRA NonGen / NLR Lower 1148, 0.217, ESE Z428 SAN MATEO TIRE & BRA 829 S CLAREMONT CERS HAZ WASTE, CERS Lower 1148, 0.217, ESE AI427 UST SITE 2 B San Mateo Co. BI Higher 1138, 0.216, NW AH426 CRYSTAL SPRINGS DENT 150 SAN MATEO San Mateo Co. BI Higher 1135, 0.215, WNW AA425 EUROPEAN MOTORS 408 1ST San Mateo Co. BI Lower 1132, 0.214, NNW AI424 SAN MATEO DOWNTOWN T 1ST & NORTH B LUST, CPS-SLIC Higher 1130, 0.214, NW AC423 MITCHELL BROS 311 9TH San Mateo Co. BI Lower 1128, 0.214, SE AA422 AUTO EUROPA 402 1ST San Mateo Co. BI Lower 1123, 0.213, NNW AB421 THIRD AVENUE NEWS 36 3RD San Mateo Co. BI Higher 1114, 0.211, WSW AI420 SMB PROPERTIES 226 1ST LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Higher 1109, 0.210, NW AB419 126-2ND AVENUE LLC 126 2ND AVENUE RCRA NonGen / NLR Higher 1098, 0.208, West AH418 CITY OF SAN MATEO,FI 120 ELLSWORTH LUST Higher 1097, 0.208, WNW AG417 SAN MATEO FIRE DEPT 120 S ELLSWORTH CERS HAZ WASTE, CERS Higher 1085, 0.205, WNW AG416 FIRE STATION #1 120 S ELLSWORTH LUST, SWEEPS UST, HIST UST Higher 1085, 0.205, WNW AG415 SAN MATEO FIRE STATI 120 ELLSWORTH LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Higher 1085, 0.205, WNW AG414 SAN MATEO FIRE DEPT 120 S ELLSWORTH AVE RCRA NonGen / NLR Higher 1085, 0.205, WNW AA413 TEST FACILITYT 111 MAIN LUST Higher 1082, 0.205, NW AF412 AKI AUTO SERVICE 122 SO DELAWARE STRE San Mateo Co. BI, EMI, CERS Lower 1081, 0.205, North AF411 AKI AUTO SERVICE 122 S DELAWARE ST RCRA NonGen / NLR Lower 1081, 0.205, North AF410 AKI AUTO SERVICE 122 S DELAWARE CERS HAZ WASTE, CERS Lower 1081, 0.205, North AC409 MINI COFFEE SHOP 800 B San Mateo Co. BI Lower 1078, 0.204, SSE AC408 NAZARETH DENTAL PLAZ 800 B San Mateo Co. BI Lower 1078, 0.204, SSE AC407 MINI COFFEE SHOP 800 B San Mateo Co. BI Lower 1078, 0.204, SSE AB406 HEART OF SAN MATEO D 44 3RD San Mateo Co. BI Higher 1077, 0.204, WSW Z405 ALL CAR AUTO PAINTIN 817 CLAREMONT San Mateo Co. BI Lower 1062, 0.201, ESE Z404 ALL CAR AUTO PAINTIN 817 S CLAREMONT ST RCRA NonGen / NLR Lower 1062, 0.201, ESE Z403 ALL CAR AUTO PAINTIN 817 S CLAREMONT ST CERS HAZ WASTE Lower 1062, 0.201, ESE AA402 AUTO EUROPA AUTO BOD 400 1ST AVENUE RCRA-VSQG, FINDS, ECHO, EMI, HAZNET, CERS, HWTS Lower 1056, 0.200, NNW AB401 THREE RESTAURANT & B 50 3RD San Mateo Co. BI Higher 1046, 0.198, WSW AE400 CHAMPAGNE SEAFOOD 88 & 98 4TH San Mateo Co. BI Higher 1028, 0.195, SW AE399 JAMBA JUICE #129 48 4TH San Mateo Co. BI Higher 1028, 0.195, SW AE398 BLOCK 34 34 4TH San Mateo Co. BI Higher 1028, 0.195, SW AD397 SAN MATEO GAS CO 706 E 4TH AVE UST Lower 1023, 0.194, NE AD396 TOMMY’S CHEVRON 706 E 4TH AVE CERS HAZ WASTE, CERS TANKS, HAZNET, CERS Lower 1023, 0.194, NE AD395 CHEVERON & SHOP 706 4TH San Mateo Co. BI Lower 1023, 0.194, NE AD394 REGAL STATION #420 706 E 4TH AVE LUST, SWEEPS UST, HIST UST Lower 1023, 0.194, NE AD393 TOMMY’S CHEVRON 706 E 4TH AVE UST Lower 1023, 0.194, NE AD392 TOM’S VALERO 706 E 4TH AVE UST Lower 1023, 0.194, NE AD391 TOM’S VALERO 706 E 4TH AVE RCRA NonGen / NLR Lower 1023, 0.194, NE
MAPPED SITES SUMMARY
Target Property Address:
401 S B STREET
SAN MATEO, CA 94401
Click on Map ID to see full detail.
MAP RELATIVE DIST (ft. & mi.)
ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS 1855 of 11211
7287695.2s Page 13
AH468 MILLS HEALTH CENTER 100 S SAN MATEO DR UST Higher 1292, 0.245, WNW 467 BLUE RIBBON CLEANERS 22 SECOND AVE RCRA-SQG, San Mateo Co. BI, EMI, HAZNET, CERS,... Higher 1287, 0.244, West AG466 VERIZON WIRELESS SAN 100 S ELLSWORTH AVE San Mateo Co. BI Higher 1275, 0.241, WNW AG465 PAUL R SCHAUER DDS 100 S ELLSWORTH AVE_ RCRA NonGen / NLR Higher 1275, 0.241, WNW 464 VIRGINIA FLEMING 728 S. ELDORADO STRE RCRA NonGen / NLR Lower 1268, 0.240, East AM463 PENINSULA PHOTOGRAPH 517 9TH AVE UNIT A RCRA-SQG, FINDS, ECHO, San Mateo Co. BI Lower 1255, 0.238, ESE 462 VICTOR CATANZARO 727 3RD LUST, Cortese, HIST CORTESE, CERS Lower 1243, 0.235, NNE AM461 ALL CAR AUTO PAINTIN 501 9TH AVENUE San Mateo Co. BI, EMI, CERS Lower 1236, 0.234, ESE AM460 ALL CAR AUTO PAINTIN 501 NINTH AVE. CERS HAZ WASTE Lower 1236, 0.234, ESE AM459 ALL CAR AUTO PAINTIN 501 NINTH AVE RCRA-SQG Lower 1236, 0.234, ESE AL458 SPECTRUM PHOTO 18 3RD San Mateo Co. BI Higher 1234, 0.234, WSW AB457 HOTARU JAPANESE REST 33 3RD San Mateo Co. BI Higher 1224, 0.232, WSW AB456 HOTARU JAPANESE REST 33 3RD San Mateo Co. BI Higher 1224, 0.232, WSW AB455 RETAIL BUILDINGS 33-43 EAST 3RD AVENU CPS-SLIC, CERS Higher 1224, 0.232, WSW AB454 VITALANT CA PENINSUL 48 2ND San Mateo Co. BI Higher 1222, 0.231, West AA453 NEW WAVE AUTO BODY 401 FIRST ST SWEEPS UST Lower 1215, 0.230, NNW AA452 CHILTON AUTO BODY IN 401 1ST AVE CERS HAZ WASTE, CERS Lower 1215, 0.230, NNW AA451 CHILTON AUTO BODY IN 401 1ST San Mateo Co. BI Lower 1215, 0.230, NNW AA450 D J S 401 FIRST AVE RCRA-SQG Lower 1215, 0.230, NNW AA449 NEW WAVE 401 1ST San Mateo Co. BI Lower 1215, 0.230, NNW AE448 A-1 CLEANERS 17 E 4TH AVENUE RCRA-SQG, FINDS, ECHO, San Mateo Co. BI,... Higher 1215, 0.230, SW AE447 NEW A-1 CLEANERS 17 E 4TH AVE RCRA NonGen / NLR Higher 1215, 0.230, SW AB446 TINAS GOURMET 35 3RD San Mateo Co. BI Higher 1207, 0.229, WSW AH445 LINDA MIYATAKE DDS M 130 SAN MATEO San Mateo Co. BI Higher 1199, 0.227, WNW AB444 BLUE RIBBON CLEANERS 37 EAST THIRD AVE RCRA-SQG, HAZNET, HWTS Higher 1196, 0.227, WSW AI443 URBAN TABLE, INC 385 1ST San Mateo Co. BI Higher 1194, 0.226, NW AK442 RESIDENCE 219 9TH San Mateo Co. BI Lower 1182, 0.224, SSE AK441 219 9TH AVE SWEEPS UST Lower 1182, 0.224, SSE
AH440 CALIFORNIA SKIN INST 136 SAN MATEO San Mateo Co. BI Higher 1182, 0.224, WNW AH439 UNILAB PATIENT SERVI 136 SAN MATEO San Mateo Co. BI Higher 1182, 0.224, WNW AH438 MEDICAL ARTS OBSTETR 136 SAN MATEO San Mateo Co. BI Higher 1182, 0.224, WNW AG437 101 ELLSWORTH AVE 101 ELLSWORTH San Mateo Co. BI Higher 1167, 0.221, WNW AJ436 BOIRON LAURENCE 808 LAUREL AVENUE RCRA NonGen / NLR Lower 1160, 0.220, SSE AJ435 KATHLEEN OREILLEY 808 LAUREL AVENUE RCRA NonGen / NLR Lower 1160, 0.220, SSE AC434 ARAGON VETERINARY CL 819 S B ST RCRA NonGen / NLR Lower 1158, 0.219, SE AC433 ARAGON VETERINARY CL 819 B San Mateo Co. BI Lower 1158, 0.219, SE AB432 MARINER ADVANCED PHA 43 EAST 3RD AVE RCRA NonGen / NLR Higher 1153, 0.218, WSW AB431 MARINER ADVANCED PHA 43 3RD San Mateo Co. BI Higher 1153, 0.218, WSW Z430 SAN MATEO TIRE & BRA 829 CLAREMONT San Mateo Co. BI Lower 1148, 0.217, ESE
MAPPED SITES SUMMARY
Target Property Address:
401 S B STREET
SAN MATEO, CA 94401
Click on Map ID to see full detail.
MAP RELATIVE DIST (ft. & mi.)
ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS 1856 of 11211
7287695.2s Page 14
AR507 OLYMPIAN OIL 901 E 3RD AVE LUST, SWEEPS UST, HIST UST Lower 1731, 0.328, NNE AR506 CITY OF SAN MATEO 901 3RD LUST, Cortese, HIST CORTESE, CERS Lower 1731, 0.328, NNE 505 CHEVRON 9-0056 610 EL CAMINO REAL LUST Higher 1721, 0.326, SSW AQ504 922-980 SOUTH CLAREM 922-980 SOUTH CLAREM CPS-SLIC Lower 1702, 0.322, SE AO503 MOBIL 99-MTE 5 NORTH SAN MATEO LUST, Cortese, CERS Lower 1671, 0.316, WNW AP502 BP OIL COMPANY FACIL 230 S EL CAMINO REAL LUST, SWEEPS UST, CA FID UST Higher 1568, 0.297, WSW AP501 BP OIL #11197 230 EL CAMINO REAL LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Higher 1568, 0.297, WSW AO500 MOBIL 99-MTE 5 SAN MATEO LUST, HIST CORTESE Lower 1533, 0.290, WNW 499 CENTRAL PARK SOUTH A 31 9TH AVENUE LUST, Cortese, CERS Higher 1525, 0.289, South AO498 SUNRISE CLEANERS 233 BALDWIN AVE ENVIROSTOR, LUST, San Mateo Co. BI, Cortese, CERS Lower 1519, 0.288, WNW AO497 SUNRISE CLEANERS 235 BALDWIN AVE RCRA-SQG, CPS-SLIC, RCRA NonGen / NLR, FINDS,... Lower 1502, 0.284, WNW AL496 A & A BEACON 221 EL CAMINO REAL LUST Higher 1490, 0.282, WSW 495 METROPOLITAN APARTME 337/338 S FREMONT ST LUST Lower 1391, 0.263, NE AL494 A & A BEACON 221 EL CAMINO REAL LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Higher 1384, 0.262, WSW AL493 A & A BEACON 221 SOUTH EL CAMINO DEED Higher 1384, 0.262, WSW AL492 FORMERLY A&A GAS 221 S EL CAMINO REAL LUST, SWEEPS UST, CA FID UST Higher 1384, 0.262, WSW AL491 90312 2 E 3RD AVE LUST, HIST UST Higher 1324, 0.251, WSW AL490 CENTRAL CHEVRON 2 3RD LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Higher 1324, 0.251, WSW AL489 CHEVRON 9-0312 2 3RD LUST Higher 1324, 0.251, WSW 488 CHILTON AUTOBODY SAN 49 S RAILROAD AVE RCRA NonGen / NLR Lower 1311, 0.248, NNW AH487 SAN MATEO DENTAL CAR 135 SAN MATEO San Mateo Co. BI Higher 1310, 0.248, WNW AJ486 PATRICIA MCGRATH 111 9TH AVE. #205 RCRA NonGen / NLR Higher 1306, 0.247, South AN485 RAMEN PARLOR 901 B San Mateo Co. BI Lower 1304, 0.247, SE 484 WISNOMS HARDWARE 545 1ST LUST, Cortese, CERS Lower 1301, 0.246, NNW AM483 LONGS DRUG STORES #3 872 DELAWARE San Mateo Co. BI Lower 1300, 0.246, ESE AN482 BIG E AUTOMOTIVE 310 9TH San Mateo Co. BI Lower 1299, 0.246, SE AN481 BIG E AUTOMOTIVE 310 9TH AVENUE RCRA NonGen / NLR Lower 1299, 0.246, SE AN480 BIG E AUTOMOTIVE 310 9TH AVE CERS HAZ WASTE, CERS Lower 1299, 0.246, SE AH479 NICHOLS C.A., SHIRLE 137 SAN MATEO San Mateo Co. BI Higher 1298, 0.246, WNW AF478 WISNOMS HARDWARE 1ST & DELAWARE San Mateo Co. BI Lower 1298, 0.246, North AD477 METROPOLITAN APARTME 337 TO 440 SOUTH FRE CPS-SLIC, CERS Lower 1293, 0.245, NE AH476 MILLS HEALTH CENTER 100 S SAN MATEO DR CERS HAZ WASTE, CERS TANKS, CERS Higher 1292, 0.245, WNW AH475 MILLS HEALTH CENTER 100 S. SAN MATEO DR. RCRA-SQG, LUST, SWEEPS UST, HIST UST, CA FID UST,... Higher 1292, 0.245, WNW AH474 CELEBRITY CAFE 100 SAN MATEO San Mateo Co. BI Higher 1292, 0.245, WNW AH473 SUTTER BAY MEDICAL F 100 SAN MATEO San Mateo Co. BI Higher 1292, 0.245, WNW AH472 SUTTER BAY MEDICAL F 100 SOUTH SAN MATEO RCRA NonGen / NLR Higher 1292, 0.245, WNW AH471 MILLS HOSPITAL 100 SAN MATEO LUST, Cortese, HIST CORTESE, CERS Higher 1292, 0.245, WNW AH470 MILLS PENINSULA GIFT 100 SAN MATEO San Mateo Co. BI Higher 1292, 0.245, WNW AH469 MILLS DIALYSIS 100 SAN MATEO San Mateo Co. BI Higher 1292, 0.245, WNW
MAPPED SITES SUMMARY
Target Property Address:
401 S B STREET
SAN MATEO, CA 94401
Click on Map ID to see full detail.
MAP RELATIVE DIST (ft. & mi.)
ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS 1857 of 11211
7287695.2s Page 15
532 ARAGON HIGH SCHOOL 900 ALAMEDA DE LAS P ENVIROSTOR, SCH, CERS HAZ WASTE, CERS Higher 5124, 0.970, SSW 531 K MART 1700 DELAWARE LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Lower 5092, 0.964, SE 530 COLLEGE PARK ELEMENT 715 INDIAN AVE ENVIROSTOR, SCH, HAZNET, CERS, HWTS Lower 4532, 0.858, NNW 529 SHOREVIEW COLLECTION 220 NORTH BAYSHORE B ENVIROSTOR, VCP, HAZNET, NPDES, HWTS Lower 4382, 0.830, North 528 PACIFIC INSULATION 149 SOUTH LUST, Cortese, HIST CORTESE, Notify 65, CERS Lower 4367, 0.827, SE 527 TOP HAT CLEANERS 368 N ELLSWORTH AVE ENVIROSTOR Lower 4038, 0.765, NW 526 VICTOR CLEANERS 1464 CARY AVE RCRA-SQG, ENVIROSTOR, FINDS, ECHO, San Mateo Co.... Lower 3880, 0.735, NE AV525 PRIVATE RESIDENCE PRIVATE RESIDENCE LUST Higher 2638, 0.500, WSW AV524 RESIDENCE 96 CRYSTAL SPRINGS LUST, San Mateo Co. BI Higher 2579, 0.488, WSW AV523 WEST RESIDENCE 96 CHRYSTAL SPRINGS HIST CORTESE Higher 2435, 0.461, WSW AU522 HONDA REPAIR 1101 RAILROAD LUST Lower 2418, 0.458, SE AU521 NEDWICK & SON 1028 CLAREMONT LUST Lower 2233, 0.423, SE AU520 NEDWICK & SON 1028 CLAREMONT LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Lower 2233, 0.423, SE 519 CITY OF SAN MATEO 0 3RD AVE & HUMBOLDT LUST, Cortese, CERS Lower 2161, 0.409, NNE 518 PURI PROPERTY 20 NORTH RAILROAD AV ENVIROSTOR, CPS-SLIC, San Mateo Co. BI Lower 2017, 0.382, NW 517 HUMBOLDT SQUARE 304 - 316 S. HUMBOLD ENVIROSTOR, VCP Lower 2010, 0.381, NE 516 PENINSULA REGENT 1 BALDWIN LUST, San Mateo Co. BI, Cortese Higher 1934, 0.366, WNW 515 BLU-WHITE LAUNDRY 80 NORTH B STREET CPS-SLIC, CERS Lower 1830, 0.347, NW AT514 HILLSBOROUGH SHELL 94 S EL CAMINO REAL LUST, CA FID UST Higher 1825, 0.346, West AT513 SHELL 94 SOUTH EL CAMINO R LUST, San Mateo Co. BI, Cortese, HIST CORTESE,... Higher 1825, 0.346, West AT512 SHELL 94 EL CAMINO REAL LUST Higher 1825, 0.346, West AS511 TOWERS ASSOCIATION 20 WEST 3RD AVE LUST, SWEEPS UST, Cortese, CERS Higher 1824, 0.345, WSW AS510 THE TOWERS 20 3RD LUST, San Mateo Co. BI, HIST CORTESE Higher 1824, 0.345, WSW AQ509 RIVENDELL III, LTD 980 S. CLAREMONT STR LUST, Cortese Lower 1798, 0.341, SE AQ508 RIVENDELL III, LTD 980 CLAREMONT LUST, HIST CORTESE, CERS Lower 1798, 0.341, SE
MAPPED SITES SUMMARY
Target Property Address:
401 S B STREET
SAN MATEO, CA 94401
Click on Map ID to see full detail.
MAP RELATIVE DIST (ft. & mi.)
ID DATABASE ACRONYMS ELEVATION DIRECTION SITE NAME ADDRESS 1858 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 16
TARGET PROPERTY SEARCH RESULTS
The target property was identified in the following records. For more information on this property see page 9 of the attached EDR Radius Map report:
Site Database(s) EPA ID
TOMATINA
401 B
SAN MATEO, CA 94401
San Mateo Co. BI N/A
Facility Id: FA0057305
BEISER SURVIVOR TRUS
401 S B ST
SAN MATEO, CA 94401
HAZNET N/A
GEPAID: CAC002779590
HWTS
DATABASES WITH NO MAPPED SITES
No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases:
STANDARD ENVIRONMENTAL RECORDS
Lists of Federal NPL (Superfund) sites
NPL National Priority List
Proposed NPL Proposed National Priority List Sites
NPL LIENS Federal Superfund Liens
Lists of Federal Delisted NPL sites
Delisted NPL National Priority List Deletions
Lists of Federal sites subject to CERCLA removals and CERCLA orders FEDERAL FACILITY Federal Facility Site Information listing SEMS Superfund Enterprise Management System
Lists of Federal CERCLA sites with NFRAP
SEMS-ARCHIVE Superfund Enterprise Management System Archive Lists of Federal RCRA facilities undergoing Corrective Action CORRACTS Corrective Action Report
Lists of Federal RCRA TSD facilities
RCRA-TSDF RCRA - Treatment, Storage and Disposal
1859 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 17
Federal institutional controls / engineering controls registries LUCIS Land Use Control Information System
US ENG CONTROLS Engineering Controls Sites List
US INST CONTROLS Institutional Controls Sites List
Federal ERNS list
ERNS Emergency Response Notification System
Lists of state- and tribal (Superfund) equivalent sites RESPONSE State Response Sites
Lists of state and tribal landfills and solid waste disposal facilities SWF/LF Solid Waste Information System
Lists of state and tribal leaking storage tanks
INDIAN LUST Leaking Underground Storage Tanks on Indian Land Lists of state and tribal registered storage tanks
FEMA UST Underground Storage Tank Listing
INDIAN UST Underground Storage Tanks on Indian Land
Lists of state and tribal voluntary cleanup sites
INDIAN VCP Voluntary Cleanup Priority Listing
Lists of state and tribal brownfield sites
BROWNFIELDS Considered Brownfieds Sites Listing
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS A Listing of Brownfields Sites
Local Lists of Landfill / Solid Waste Disposal Sites
SWRCY Recycler Database
HAULERS Registered Waste Tire Haulers Listing
INDIAN ODI Report on the Status of Open Dumps on Indian Lands ODI Open Dump Inventory
DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations IHS OPEN DUMPS Open Dumps on Indian Land
Local Lists of Hazardous waste / Contaminated Sites
US HIST CDL Delisted National Clandestine Laboratory Register 1860 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 18
HIST Cal-Sites Historical Calsites Database
SCH School Property Evaluation Program
CDL Clandestine Drug Labs
Toxic Pits Toxic Pits Cleanup Act Sites
US CDL National Clandestine Laboratory Register
Local Land Records
LIENS Environmental Liens Listing
LIENS 2 CERCLA Lien Information
Records of Emergency Release Reports
HMIRS Hazardous Materials Information Reporting System
CHMIRS California Hazardous Material Incident Report System LDS Land Disposal Sites Listing
MCS Military Cleanup Sites Listing
SPILLS 90 SPILLS 90 data from FirstSearch
Other Ascertainable Records
FUDS Formerly Used Defense Sites
DOD Department of Defense Sites
SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing US FIN ASSUR Financial Assurance Information
EPA WATCH LIST EPA WATCH LIST
2020 COR ACTION 2020 Corrective Action Program List
TSCA Toxic Substances Control Act
TRIS Toxic Chemical Release Inventory System
SSTS Section 7 Tracking Systems
ROD Records Of Decision
RMP Risk Management Plans
RAATS RCRA Administrative Action Tracking System
PRP Potentially Responsible Parties
PADS PCB Activity Database System
ICIS Integrated Compliance Information System
FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act)
MLTS Material Licensing Tracking System
COAL ASH DOE Steam-Electric Plant Operation Data
COAL ASH EPA Coal Combustion Residues Surface Impoundments List PCB TRANSFORMER PCB Transformer Registration Database
RADINFO Radiation Information Database
HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing DOT OPS Incident and Accident Data
CONSENT Superfund (CERCLA) Consent Decrees
INDIAN RESERV Indian Reservations
FUSRAP Formerly Utilized Sites Remedial Action Program
UMTRA Uranium Mill Tailings Sites
LEAD SMELTERS Lead Smelter Sites
US AIRS Aerometric Information Retrieval System Facility Subsystem US MINES Mines Master Index File
ABANDONED MINES Abandoned Mines
UXO Unexploded Ordnance Sites
DOCKET HWC Hazardous Waste Compliance Docket Listing
1861 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 19
FUELS PROGRAM EPA Fuels Program Registered Listing
PFAS NPL Superfund Sites with PFAS Detections Information PFAS FEDERAL SITES Federal Sites PFAS Information
PFAS TSCA PFAS Manufacture and Imports Information
PFAS RCRA MANIFEST PFAS Transfers Identified In the RCRA Database Listing PFAS ATSDR PFAS Contamination Site Location Listing
PFAS WQP Ambient Environmental Sampling for PFAS
PFAS NPDES Clean Water Act Discharge Monitoring Information PFAS ECHO FIRE TRAINING Facilities in Industries that May Be Handling PFAS Listing PFAS PART 139 AIRPORT All Certified Part 139 Airports PFAS Information Listing AQUEOUS FOAM NRC Aqueous Foam Related Incidents Listing PFAS PFAS Contamination Site Location Listing
AQUEOUS FOAM Former Fire Training Facility Assessments Listing CA BOND EXP. PLAN Bond Expenditure Plan
CUPA Listings CUPA Resources List
EMI Emissions Inventory Data
ENF Enforcement Action Listing
Financial Assurance Financial Assurance Information Listing
ICE ICE
HWP EnviroStor Permitted Facilities Listing
HWT Registered Hazardous Waste Transporter Database
MINES Mines Site Location Listing
MWMP Medical Waste Management Program Listing
NPDES NPDES Permits Listing
PEST LIC Pesticide Regulation Licenses Listing
PROC Certified Processors Database
HAZMAT Hazardous Material Facilities
UIC UIC Listing
UIC GEO UIC GEO (GEOTRACKER)
WASTEWATER PITS Oil Wastewater Pits Listing
WDS Waste Discharge System
WIP Well Investigation Program Case List
MILITARY PRIV SITES MILITARY PRIV SITES (GEOTRACKER)
PROJECT PROJECT (GEOTRACKER)
WDR Waste Discharge Requirements Listing
CIWQS California Integrated Water Quality System
CERS CERS
NON-CASE INFO NON-CASE INFO (GEOTRACKER)
OTHER OIL GAS OTHER OIL & GAS (GEOTRACKER)
PROD WATER PONDS PROD WATER PONDS (GEOTRACKER)
SAMPLING POINT SAMPLING POINT (GEOTRACKER)
WELL STIM PROJ Well Stimulation Project (GEOTRACKER)
MINES MRDS Mineral Resources Data System
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP EDR Proprietary Manufactured Gas Plants
EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
RGA LF Recovered Government Archive Solid Waste Facilities List 1862 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 20
RGA LUST Recovered Government Archive Leaking Underground Storage Tank SURROUNDING SITES: SEARCH RESULTS
Surrounding sites were identified in the following databases.
Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property.
Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed.
Sites listed in bold italics are in multiple databases.
Unmappable (orphan) sites are not considered in the foregoing analysis.
STANDARD ENVIRONMENTAL RECORDS
Lists of Federal RCRA generators
RCRA-LQG: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month.
A review of the RCRA-LQG list, as provided by EDR, and dated 03/06/2023 has revealed that there is 1 RCRA-LQG site within approximately 0.25 miles of the target property.
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ SHELL SERVICE STATIO 611 E THIRD NNE 1/8 - 1/4 (0.167 mi.) V332 820 EPA ID:: CAR000127050
RCRA-SQG: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month.
A review of the RCRA-SQG list, as provided by EDR, and dated 03/06/2023 has revealed that there are 16 RCRA-SQG sites within approximately 0.25 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ SAN MATEO CENTRAL PA 315 S ELLSWORTH AVE W 0 - 1/8 (0.057 mi.) B57 114 EPA ID:: CAP000056622
J&J ONE HOUR MARTINI 200 E 2ND AVE WNW 1/8 - 1/4 (0.137 mi.) U237 591 EPA ID:: CAD981631963
LAZERTOUCH INC 44 E FOURTH AVE SW 1/8 - 1/4 (0.159 mi.) W294 712 EPA ID:: CAD983672270
RITZ CAMERA CENTERS 38 E FOURTH AVE SW 1/8 - 1/4 (0.161 mi.) W307 740 1863 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 21
EPA ID:: CAR000032300
CRONS PRINTING 125 S ELLESWORTH AVE WNW 1/8 - 1/4 (0.180 mi.) U352 835 EPA ID:: CAD983607581
BLUE RIBBON CLEANERS 37 EAST THIRD AVE WSW 1/8 - 1/4 (0.227 mi.) AB444 1088 EPA ID:: CAD981621493
A-1 CLEANERS 17 E 4TH AVENUE SW 1/8 - 1/4 (0.230 mi.) AE448 1099 EPA ID:: CAD981972011
BLUE RIBBON CLEANERS 22 SECOND AVE W 1/8 - 1/4 (0.244 mi.) 467 1157 EPA ID:: CA0000381822
MILLS HEALTH CENTER 100 S. SAN MATEO DR. WNW 1/8 - 1/4 (0.245 mi.) AH475 1198 EPA ID:: CAD078769643
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ NEW LOOK AUTO BODY & 609 S CLAREMONT ST E 0 - 1/8 (0.120 mi.) M207 504 EPA ID:: CAD982336786
TOSCO NORTHWEST CO N 609 E 4TH AVE NE 1/8 - 1/4 (0.148 mi.) P274 655 EPA ID:: CA0001038348
CARLS AUTO BODY 111 S RAILROAD AVE NNW 1/8 - 1/4 (0.184 mi.) AA365 863 EPA ID:: CAD108367475
CARL’S CLEANERS 801 S B ST SE 1/8 - 1/4 (0.186 mi.) AC368 871 EPA ID:: CAD981578883
D J S 401 FIRST AVE NNW 1/8 - 1/4 (0.230 mi.) AA450 1106 EPA ID:: CAD981650849
ALL CAR AUTO PAINTIN 501 NINTH AVE ESE 1/8 - 1/4 (0.234 mi.) AM459 1124 EPA ID:: CAD983656380
PENINSULA PHOTOGRAPH 517 9TH AVE UNIT A ESE 1/8 - 1/4 (0.238 mi.) AM463 1149 EPA ID:: CAD983628892
RCRA-VSQG: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Very small quantity generators (VSQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month.
A review of the RCRA-VSQG list, as provided by EDR, and dated 03/06/2023 has revealed that there are 2 RCRA-VSQG sites within approximately 0.25 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ WALGREENS #3296 191 E 3RD AVE W 0 - 1/8 (0.098 mi.) K135 306 EPA ID:: CAR000015123
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ AUTO EUROPA AUTO BOD 400 1ST AVENUE NNW 1/8 - 1/4 (0.200 mi.) AA402 982 EPA ID:: CAD035335686
1864 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 22
Lists of state- and tribal hazardous waste facilities
ENVIROSTOR: The Department of Toxic Substances Control’s (DTSC’s) Site Mitigation and Brownfields Reuse Program’s (SMBRP’s) EnviroStor database identifes sites that have known contamination or sites for which there may be reasons to investigate further. The database includes the following site types: Federal Superfund sites (National Priorities List (NPL)); State Response, including Military Facilities and State Superfund; Voluntary Cleanup; and School sites. EnviroStor provides similar information to the information that was available in CalSites, and provides additional site information, including, but not limited to, identification of formerly-contaminated properties that have been released for reuse, properties where environmental deed restrictions have been recorded to prevent inappropriate land uses, and risk characterization information that is used to assess potential impacts to public health and the environment at contaminated sites.
A review of the ENVIROSTOR list, as provided by EDR, and dated 10/24/2022 has revealed that there are 12 ENVIROSTOR sites within approximately 1 mile of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ WARDROBE CLEANERS 344 4TH AVE 0 - 1/8 (0.000 mi.) A8 19 Facility Id: 41720094
Status: No Action Required
R NU IT (FORMER) 200 EAST SECOND AVEN WNW 1/8 - 1/4 (0.137 mi.) U238 593 Facility Id: 41720088
Status: Refer: Other Agency
ARAGON HIGH SCHOOL 900 ALAMEDA DE LAS P SSW 1/2 - 1 (0.970 mi.) 532 1431 Facility Id: 41820007
Status: No Action Required
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ DOWNTOWN SAN MATEO O 400 EAST 5TH AVENUE, E 0 - 1/8 (0.005 mi.) A11 25 Facility Id: 60002987
Status: Active
FORMER CARL’S CLEANE 801 SOUTH B STREET SE 1/8 - 1/4 (0.186 mi.) AC366 866 Facility Id: 60003069
Status: Active
SUNRISE CLEANERS 233 BALDWIN AVE WNW 1/4 - 1/2 (0.288 mi.) AO498 1304 Facility Id: 41720090
Status: Refer: Other Agency
HUMBOLDT SQUARE 304 - 316 S. HUMBOLD NE 1/4 - 1/2 (0.381 mi.) 517 1384 Facility Id: 41880001
Status: Refer: Local Agency
PURI PROPERTY 20 NORTH RAILROAD AV NW 1/4 - 1/2 (0.382 mi.) 518 1387 Facility Id: 60001044
Status: Refer: 1248 Local Agency
VICTOR CLEANERS 1464 CARY AVE NE 1/2 - 1 (0.735 mi.) 526 1398 Facility Id: 41720083
Status: Refer: Other Agency
TOP HAT CLEANERS 368 N ELLSWORTH AVE NW 1/2 - 1 (0.765 mi.) 527 1404 Facility Id: 41720092
Status: No Action Required
SHOREVIEW COLLECTION 220 NORTH BAYSHORE B N 1/2 - 1 (0.830 mi.) 529 1416 1865 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 23
Facility Id: 60002314
Status: No Further Action
COLLEGE PARK ELEMENT 715 INDIAN AVE NNW 1/2 - 1 (0.858 mi.) 530 1421 Facility Id: 60002653
Status: Active
Lists of state and tribal leaking storage tanks
LUST: Leaking Underground Storage Tank (LUST) Sites included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater.
A review of the LUST list, as provided by EDR, has revealed that there are 71 LUST sites within approximately 0.5 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ WARDROBE CLEANERS 335 E 4TH STREET NNW 0 - 1/8 (0.016 mi.) A22 38 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 119202
Facility Status: 3B- Preliminary Assessment Underway
Global ID: T10000009149
DRAEGERS 200-222 EAST 4TH AVE WSW 0 - 1/8 (0.040 mi.) B42 88 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Facility Id: 119105
Facility Status: 9- Case Closed
Global Id: T0608178405
Global ID: T0608178405
HOWARD TIRE 521 B SSE 0 - 1/8 (0.049 mi.) C50 101
Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Facility Status: Case Closed
Facility Id: 110004
Facility Status: 9- Case Closed
Global Id: T0608100272
Global ID: T0608100272
date9: 4/20/1990
TEST FACILITYT 111 MAIN NW 1/8 - 1/4 (0.205 mi.) AA413 1038 Database: LUST REG 2, Date of Government Version: 09/30/2004 SAN MATEO FIRE STATI 120 ELLSWORTH WNW 1/8 - 1/4 (0.205 mi.) AG415 1040 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Global Id: T0608100246
FIRE STATION #1 120 S ELLSWORTH WNW 1/8 - 1/4 (0.205 mi.) AG416 1043 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 110064
Facility Id: 119138
1866 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 24
Facility Status: 9- Case Closed
Global ID: T0608100246
Global ID: T0608182164
CITY OF SAN MATEO,FI 120 ELLSWORTH WNW 1/8 - 1/4 (0.208 mi.) AH418 1049 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed
date9: 11/20/1996
SMB PROPERTIES 226 1ST NW 1/8 - 1/4 (0.210 mi.) AI420 1052 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Facility Status: Case Closed
Facility Id: 110103
Facility Status: 9- Case Closed
Global Id: T0608100859
Global ID: T0608100859
date9: 1/2/1997
SAN MATEO DOWNTOWN T 1ST & NORTH B NW 1/8 - 1/4 (0.214 mi.) AI424 1057 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 119127
Facility Status: 9- Case Closed
Global ID: T0608106036
MILLS HOSPITAL 100 SAN MATEO WNW 1/8 - 1/4 (0.245 mi.) AH471 1193 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Global Id: T0608100840
MILLS HEALTH CENTER 100 S. SAN MATEO DR. WNW 1/8 - 1/4 (0.245 mi.) AH475 1198 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed
Facility Id: 110096
Facility Status: 9- Case Closed
Global ID: T0608100840
date9: 1/28/1998
CHEVRON 9-0312 2 3RD WSW 1/4 - 1/2 (0.251 mi.) AL489 1266 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Post remedial action monitoring
CENTRAL CHEVRON 2 3RD WSW 1/4 - 1/2 (0.251 mi.) AL490 1267 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Global Id: T0608100123
90312 2 E 3RD AVE WSW 1/4 - 1/2 (0.251 mi.) AL491 1272
Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 110017
Facility Status: 9- Case Closed
Global ID: T0608100123
FORMERLY A&A GAS 221 S EL CAMINO REAL WSW 1/4 - 1/2 (0.262 mi.) AL492 1273 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 110079
Facility Status: 9- Case Closed
Global ID: T0608100514
A & A BEACON 221 EL CAMINO REAL WSW 1/4 - 1/2 (0.262 mi.) AL494 1276 Database: LUST, Date of Government Version: 12/02/2022
1867 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 25
Status: Completed - Case Closed
Global Id: T0608100514
A & A BEACON 221 EL CAMINO REAL WSW 1/4 - 1/2 (0.282 mi.) AL496 1288 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Remedial action (cleanup) Underway
CENTRAL PARK SOUTH A 31 9TH AVENUE S 1/4 - 1/2 (0.289 mi.) 499 1314 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Facility Id: 118170
Facility Status: 9- Case Closed
Global Id: T10000011175
Global ID: T10000011175
BP OIL #11197 230 EL CAMINO REAL WSW 1/4 - 1/2 (0.297 mi.) AP501 1317 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Facility Status: Pollution Characterization
Global Id: T0608100338
BP OIL COMPANY FACIL 230 S EL CAMINO REAL WSW 1/4 - 1/2 (0.297 mi.) AP502 1341 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 110055
Facility Status: 5R- Remediation Plan
Global ID: T0608100338
CHEVRON 9-0056 610 EL CAMINO REAL SSW 1/4 - 1/2 (0.326 mi.) 505 1348 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed
date9: 12/30/2002
THE TOWERS 20 3RD WSW 1/4 - 1/2 (0.345 mi.) AS510 1357
Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed
date9: 9/2/1999
TOWERS ASSOCIATION 20 WEST 3RD AVE WSW 1/4 - 1/2 (0.345 mi.) AS511 1358 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Facility Id: 110122
Facility Status: 9- Case Closed
Global Id: T0608101119
Global ID: T0608101119
SHELL 94 EL CAMINO REAL W 1/4 - 1/2 (0.346 mi.) AT512 1374 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed
date9: 10/30/2001
SHELL 94 SOUTH EL CAMINO R W 1/4 - 1/2 (0.346 mi.) AT513 1375 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Global Id: T0608100493
HILLSBOROUGH SHELL 94 S EL CAMINO REAL W 1/4 - 1/2 (0.346 mi.) AT514 1378 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 110020
1868 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 26
Facility Status: 9- Case Closed
Global ID: T0608100493
PENINSULA REGENT 1 BALDWIN WNW 1/4 - 1/2 (0.366 mi.) 516 1380 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Facility Status: Case Closed
Facility Id: 110029
Facility Status: 9- Case Closed
Global Id: T0608100390
Global ID: T0608100390
date9: 3/23/2000
RESIDENCE 96 CRYSTAL SPRINGS WSW 1/4 - 1/2 (0.488 mi.) AV524 1397 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 878017
Facility Status: 9- Case Closed
Global ID: T0608100986
PRIVATE RESIDENCE PRIVATE RESIDENCE WSW 1/4 - 1/2 (0.500 mi.) AV525 1397 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Global Id: T0608100986
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ T. ENDO AUTOMOTIVE 405 4TH N 0 - 1/8 (0.032 mi.) D34 50 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Facility Status: Preliminary site assessment underway
Facility Id: 110008
Facility Status: 9- Case Closed
Global Id: T0608100197
Global ID: T0608100197
SOUTH CLAREMONT PROP 330 S CLAREMONT ST NNE 0 - 1/8 (0.057 mi.) D60 119 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 119190
Facility Status: 9- Case Closed
Global ID: T10000008305
ARNOLD PEDERSON LUMB 400 CLAREMONT NNE 0 - 1/8 (0.062 mi.) D61 119 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Facility Status: Case Closed
Facility Id: 110101
Facility Status: 9- Case Closed
Global Id: T0608100902
Global ID: T0608100902
date9: 11/21/2002
KENTUCKY FRIED CHICK 406 EAST THIRD AVENU NNW 0 - 1/8 (0.072 mi.) I72 131 Database: LUST, Date of Government Version: 12/02/2022
1869 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 27
Status: Completed - Case Closed
Global Id: T10000013868
ACCU-TUNE 435 E 3RD AVE N 0 - 1/8 (0.098 mi.) I128 190
Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 110048
Facility Status: 9- Case Closed
Global ID: T0608100004
ACCU-TUNE 435 3RD N 0 - 1/8 (0.098 mi.) I131 193
Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Facility Status: Case Closed
Global Id: T0608100004
date9: 4/6/1998
GOOD YEAR TIRE STORE 616 S B ST SSE 0 - 1/8 (0.102 mi.) N143 344 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 119117
Facility Status: 9- Case Closed
Global ID: T0608166129
GOODYEAR TIRE & RUBB 616 B SSE 0 - 1/8 (0.102 mi.) N145 348 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Global Id: T0608166129
UNOCAL SERVICE STATI 402 S DELAWARE ST NE 0 - 1/8 (0.118 mi.) P181 405 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 110069
Facility Status: 5C- Pollution Characterization
Global ID: T0608100632
AT AUTO CARE 402 DELAWARE NE 0 - 1/8 (0.118 mi.) P185 412 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Global Id: T0608100632
UNOCAL #6390 402 DELAWARE NE 0 - 1/8 (0.118 mi.) P187 430 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Post remedial action monitoring
ARCO #0515 300 DELAWARE NNE 0 - 1/8 (0.119 mi.) L193 439 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Facility Status: Remedial action (cleanup) Underway
Global Id: T0608100034
ARCO #0515 300 S DELAWARE ST NNE 0 - 1/8 (0.119 mi.) L195 454 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 110012
Facility Status: 9- Case Closed
Global ID: T0608100034
JIFFY LUBE 1151 407 DELAWARE NE 1/8 - 1/4 (0.133 mi.) P230 564 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Global Id: T0608100479
RL LAZATIN 407 S DELAWARE NE 1/8 - 1/4 (0.133 mi.) P231 568 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 1870 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 28
Facility Id: 110005
Facility Status: 9- Case Closed
Global ID: T0608100479
IZMIRIAN ROOFING & S 207 CLAREMONT N 1/8 - 1/4 (0.142 mi.) V261 636 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Facility Id: 110070
Facility Status: 9- Case Closed
Global Id: T0608100639
Global ID: T0608100639
BP OIL #11205 609 4TH NE 1/8 - 1/4 (0.148 mi.) P275 657 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Facility Status: Preliminary site assessment underway
Global Id: T0608100078
BP OIL COMPANY FACIL 609 E 4TH AVE NE 1/8 - 1/4 (0.148 mi.) P278 700 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 110044
Facility Status: 9- Case Closed
Global ID: T0608100078
IZMIRIAN ROOFING & S 207 CLAREMONT NNW 1/8 - 1/4 (0.155 mi.) X287 708 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed
date9: 11/9/2000
CHEVRON #5336 602 E 4TH AVE NE 1/8 - 1/4 (0.160 mi.) P297 723 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 110102
Facility Status: 9- Case Closed
Global ID: T0608100844
CHEVRON 9-5336 602 4TH NE 1/8 - 1/4 (0.160 mi.) P299 726 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Facility Status: Case Closed
Global Id: T0608100844
date9: 11/20/2001
SAINT MATT’S SHELL 611 E 3RD AVE NNE 1/8 - 1/4 (0.167 mi.) V331 809 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Facility Id: 110154
Facility Status: 9- Case Closed
Global Id: T0608129773
Global ID: T0608129773
UNOCAL SERVICE STATI 615 E 3RD AVE NNE 1/8 - 1/4 (0.183 mi.) Y355 839 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Global Id: T0608101115
UNION OIL SS#4178 615 E 3RD AVE NNE 1/8 - 1/4 (0.183 mi.) Y358 858 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 1871 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 29
Facility Id: 110123
Facility Status: 5C- Pollution Characterization
Global ID: T0608101115
TOSCO #4178 615 3RD NNE 1/8 - 1/4 (0.183 mi.) Y361 860
Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Remedial action (cleanup) Underway
B 2 AUTOBODY REPAIR 316 8TH SE 1/8 - 1/4 (0.192 mi.) AC383 912 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Facility Status: Case Closed
Facility Id: 110067
Facility Status: 9- Case Closed
Global Id: T0608100540
Global ID: T0608100540
date9: 6/2/1998
REGAL 706 4TH NE 1/8 - 1/4 (0.194 mi.) AD390 934
Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Facility Status: Remedial action (cleanup) Underway
Global Id: T0608100423
REGAL STATION #420 706 E 4TH AVE NE 1/8 - 1/4 (0.194 mi.) AD394 946 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 110024
Facility Status: 9- Case Closed
Global ID: T0608100423
VICTOR CATANZARO 727 3RD NNE 1/8 - 1/4 (0.235 mi.) 462 1146 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Facility Status: Case Closed
Facility Id: 110028
Facility Status: 9- Case Closed
Global Id: T0608100611
Global ID: T0608100611
date9: 6/28/1999
WISNOMS HARDWARE 545 1ST NNW 1/8 - 1/4 (0.246 mi.) 484 1258 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Facility Status: Case Closed
Facility Id: 110132
Facility Status: 9- Case Closed
Global Id: T0608192798
Global ID: T0608192798
date9: 1/23/2001
METROPOLITAN APARTME 337/338 S FREMONT ST NE 1/4 - 1/2 (0.263 mi.) 495 1288 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 119152
1872 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 30
Facility Status: 9- Case Closed
Global ID: T0608139308
SUNRISE CLEANERS 233 BALDWIN AVE WNW 1/4 - 1/2 (0.288 mi.) AO498 1304 Database: LUST, Date of Government Version: 12/02/2022
Status: Open - Assessment & Interim Remedial Action
Global Id: T0608125386
MOBIL 99-MTE 5 SAN MATEO WNW 1/4 - 1/2 (0.290 mi.) AO500 1316 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed
date9: 7/2/1999
MOBIL 99-MTE 5 NORTH SAN MATEO WNW 1/4 - 1/2 (0.316 mi.) AO503 1345 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Facility Id: 110065
Facility Status: 9- Case Closed
Global Id: T0608100343
Global ID: T0608100343
CITY OF SAN MATEO 901 3RD NNE 1/4 - 1/2 (0.328 mi.) AR506 1348 Database: LUST REG 2, Date of Government Version: 09/30/2004 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Facility Status: Case Closed
Global Id: T0608100158
date9: 3/26/1996
OLYMPIAN OIL 901 E 3RD AVE NNE 1/4 - 1/2 (0.328 mi.) AR507 1352 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Facility Id: 110033
Facility Status: 9- Case Closed
Global ID: T0608100158
RIVENDELL III, LTD 980 CLAREMONT SE 1/4 - 1/2 (0.341 mi.) AQ508 1354 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed
Facility Id: 110047
Facility Status: 9- Case Closed
Global ID: T0608100612
date9: 3/16/2001
RIVENDELL III, LTD 980 S. CLAREMONT STR SE 1/4 - 1/2 (0.341 mi.) AQ509 1355 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Global Id: T0608100612
CITY OF SAN MATEO 0 3RD AVE & HUMBOLDT NNE 1/4 - 1/2 (0.409 mi.) 519 1389 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/02/2022
Status: Completed - Case Closed
Facility Id: 119120
Facility Status: 9- Case Closed
Global Id: T0608137644
Global ID: T0608137644
NEDWICK & SON 1028 CLAREMONT SE 1/4 - 1/2 (0.423 mi.) AU520 1391 Database: SAN MATEO CO. LUST, Date of Government Version: 03/29/2019 Database: LUST, Date of Government Version: 12/02/2022
1873 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 31
Status: Completed - Case Closed
Facility Id: 110104
Facility Status: 9- Case Closed
Global Id: T0608100886
Global ID: T0608100886
NEDWICK & SON 1028 CLAREMONT SE 1/4 - 1/2 (0.423 mi.) AU521 1395 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Pollution Characterization
HONDA REPAIR 1101 RAILROAD SE 1/4 - 1/2 (0.458 mi.) AU522 1396 Database: LUST REG 2, Date of Government Version: 09/30/2004 Facility Status: Case Closed
date9: 7/28/1999
CPS-SLIC: Cleanup Program Sites (CPS; also known as Site Cleanups [SC] and formerly known as Spills, Leaks, Investigations, and Cleanups [SLIC] sites) included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater.
A review of the CPS-SLIC list, as provided by EDR, has revealed that there are 10 CPS-SLIC sites within approximately 0.5 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ WARDROBE CLEANERS 333 AND 335 EAST 4TH NNW 0 - 1/8 (0.016 mi.) A25 46 Database: CPS-SLIC, Date of Government Version: 12/02/2022 Facility Status: Open - Site Assessment
Global Id: T10000009149
SAN MATEO DOWNTOWN T 1ST & NORTH B NW 1/8 - 1/4 (0.214 mi.) AI424 1057 Database: CPS-SLIC, Date of Government Version: 12/02/2022 Facility Status: Completed - Case Closed
Global Id: T0608106036
RETAIL BUILDINGS 33-43 EAST 3RD AVENU WSW 1/8 - 1/4 (0.232 mi.) AB455 1122 Database: CPS-SLIC, Date of Government Version: 12/02/2022 Facility Status: Completed - Case Closed
Global Id: SL0608122639
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ SOUTH CLAREMONT PROP 330 S. CLAREMONT STR NNE 0 - 1/8 (0.057 mi.) D58 116 Database: CPS-SLIC, Date of Government Version: 12/02/2022 Facility Status: Completed - Case Closed
Global Id: T10000008305
CARL’S DRY CLEANERS 801 SOUTH B STREET SE 1/8 - 1/4 (0.186 mi.) AC367 870 Database: CPS-SLIC, Date of Government Version: 12/02/2022 Facility Status: Open - Site Assessment
Global Id: T10000011323
METROPOLITAN APARTME 337 TO 440 SOUTH FRE NE 1/8 - 1/4 (0.245 mi.) AD477 1240 Database: CPS-SLIC, Date of Government Version: 12/02/2022 Facility Status: Completed - Case Closed
Global Id: T0608139308
SUNRISE CLEANERS 235 BALDWIN AVE WNW 1/4 - 1/2 (0.284 mi.) AO497 1289 Database: CPS-SLIC, Date of Government Version: 12/02/2022 1874 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 32
Facility Status: Open - Remediation
Global Id: T10000002679
922-980 SOUTH CLAREM 922-980 SOUTH CLAREM SE 1/4 - 1/2 (0.322 mi.) AQ504 1347 Database: CPS-SLIC, Date of Government Version: 12/02/2022 Facility Status: Open - Long Term Management
Global Id: T10000012959
BLU-WHITE LAUNDRY 80 NORTH B STREET NW 1/4 - 1/2 (0.347 mi.) 515 1379 Database: SLIC REG 2, Date of Government Version: 09/30/2004 Database: CPS-SLIC, Date of Government Version: 12/02/2022 Facility Status: Open - Remediation
Facility Id: 41S0150
Global Id: SL1823H922
PURI PROPERTY 20 NORTH RAILROAD AV NW 1/4 - 1/2 (0.382 mi.) 518 1387 Database: CPS-SLIC, Date of Government Version: 12/02/2022 Facility Status: Open - Site Assessment
Global Id: SL0608137877
Lists of state and tribal registered storage tanks
UST: The Underground Storage Tank database contains registered USTs. USTs are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA). The data come from the State Water Resources Control Board’s Hazardous Substance Storage Container Database.
A review of the UST list, as provided by EDR, has revealed that there are 10 UST sites within approximately 0.25 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ MILLS HEALTH CENTER 100 S SAN MATEO DR WNW 1/8 - 1/4 (0.245 mi.) AH468 1189 Database: UST, Date of Government Version: 12/02/2022
Facility Id: 220708_016893
Facility Id: 201226_016893
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ TAD’S 76 #256390 402 S DELAWARE ST NE 0 - 1/8 (0.118 mi.) P182 409 Database: UST, Date of Government Version: 12/02/2022
Facility Id: 41-000-016955
APRO DISTRIBUTION 22 402 S DELAWARE ST NE 0 - 1/8 (0.118 mi.) P188 431 Database: UST, Date of Government Version: 12/02/2022
ARCO 00515 300 S DELAWARE ST NNE 0 - 1/8 (0.119 mi.) L202 484 Database: UST, Date of Government Version: 12/02/2022
Facility Id: 41-000-016939
GAS & SHOP 609 E 4TH AVE NE 1/8 - 1/4 (0.148 mi.) P280 703 Database: UST, Date of Government Version: 12/02/2022
Facility Id: FA0016917
THIRD STREET SHELL # 611 E 3RD AVE NNE 1/8 - 1/4 (0.167 mi.) V333 824 Database: UST, Date of Government Version: 12/02/2022
Facility Id: 41-000-004963
TOSCO #4178 615 EAST THIRD AVENU NNE 1/8 - 1/4 (0.183 mi.) Y359 859 Database: UST CLOSURE, Date of Government Version: 11/28/2022 1875 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 33
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ TOM’S VALERO 706 E 4TH AVE NE 1/8 - 1/4 (0.194 mi.) AD392 944 Database: UST, Date of Government Version: 12/02/2022
TOMMY’S CHEVRON 706 E 4TH AVE NE 1/8 - 1/4 (0.194 mi.) AD393 945 Database: UST, Date of Government Version: 12/02/2022
Facility Id: PR0074737
SAN MATEO GAS CO 706 E 4TH AVE NE 1/8 - 1/4 (0.194 mi.) AD397 980 Database: UST, Date of Government Version: 12/02/2022
Facility Id: FA0016957
AST: A listing of aboveground storage tank petroleum storage tank locations.
A review of the AST list, as provided by EDR, has revealed that there is 1 AST site within approximately 0.25 miles of the target property.
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ JIFFY LUBE 407 S DELAWARE NE 1/8 - 1/4 (0.133 mi.) P232 570 Database: AST, Date of Government Version: 07/06/2016
Lists of state and tribal voluntary cleanup sites
VCP: Contains low threat level properties with either confirmed or unconfirmed releases and the project proponents have request that DTSC oversee investigation and/or cleanup activities and have agreed to provide coverage for DTSC’s costs.
A review of the VCP list, as provided by EDR, and dated 10/24/2022 has revealed that there are 3 VCP sites within approximately 0.5 miles of the target property.
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ DOWNTOWN SAN MATEO O 400 EAST 5TH AVENUE, E 0 - 1/8 (0.005 mi.) A11 25 Status: Active
Facility Id: 60002987
FORMER CARL’S CLEANE 801 SOUTH B STREET SE 1/8 - 1/4 (0.186 mi.) AC366 866 Status: Active
Facility Id: 60003069
HUMBOLDT SQUARE 304 - 316 S. HUMBOLD NE 1/4 - 1/2 (0.381 mi.) 517 1384 Status: Refer: Local Agency
Facility Id: 41880001
ADDITIONAL ENVIRONMENTAL RECORDS
Local Lists of Landfill / Solid Waste Disposal Sites
1876 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 34
WMUDS/SWAT: The Waste Management Unit Database System is used for program tracking and inventory of waste management units. The source is the State Water Resources Control Board.
A review of the WMUDS/SWAT list, as provided by EDR, and dated 04/01/2000 has revealed that there is 1 WMUDS/SWAT site within approximately 0.5 miles of the target property.
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ 3RD AVE LANDFILL SAN 3RD AVE NNW 0 - 1/8 (0.075 mi.) I78 136 Local Lists of Hazardous waste / Contaminated Sites
CERS HAZ WASTE: List of sites in the California Environmental Protection Agency (CalEPA) Regulated Site Portal which fall under the Hazardous Chemical Management, Hazardous Waste Onsite Treatment, Household Hazardous Waste Collection, Hazardous Waste Generator, and RCRA LQ HW Generator programs.
A review of the CERS HAZ WASTE list, as provided by EDR, and dated 01/05/2023 has revealed that there are 28 CERS HAZ WASTE sites within approximately 0.25 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ DRAEGERS SUPERMARKET 222 4TH AVE WSW 0 - 1/8 (0.033 mi.) B35 66 WHEEL WORKS #122149 521 B ST SSE 0 - 1/8 (0.049 mi.) C49 92 WALGREENS #3296 191 E 3RD AVE W 0 - 1/8 (0.098 mi.) K134 198 SAN MATEO FIRE DEPT 120 S ELLSWORTH WNW 1/8 - 1/4 (0.205 mi.) AG417 1045 MILLS HEALTH CENTER 100 S SAN MATEO DR WNW 1/8 - 1/4 (0.245 mi.) AH476 1212 Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ KELLY MOORE PAINT CO 616 S B ST SSE 0 - 1/8 (0.102 mi.) N142 335 PENINSULA AUTOMOTIVE 317 7TH AVE SE 0 - 1/8 (0.112 mi.) F166 369 AUTO TECH MOTOR SERV 601 S CLAREMONT ST E 0 - 1/8 (0.116 mi.) M173 387 ARCO 00515 300 S DELAWARE ST NNE 0 - 1/8 (0.119 mi.) L203 485 AUTOTRONICS 609 S CLAREMONT ST E 0 - 1/8 (0.120 mi.) M208 511 EURASIAN AUTO REPAIR 635 S CLAREMONT ST ESE 1/8 - 1/4 (0.126 mi.) S213 529 PALM AVENUE MOTORS A 308 7TH AVE SE 1/8 - 1/4 (0.130 mi.) R226 551 JIFFY LUBE 1151 407 S DELAWARE NE 1/8 - 1/4 (0.133 mi.) P233 571 AUTOCRAFT INC 639 S CLAREMONT ST ESE 1/8 - 1/4 (0.138 mi.) S246 608 T W AUTOMOTIVE LLC 412 2ND AVE NNW 1/8 - 1/4 (0.140 mi.) Q255 618 GAS & SHOP 609 E 4TH AVE NE 1/8 - 1/4 (0.148 mi.) P276 664 SAN MATEO TRANSMISSI 707 S CLAREMONT ST ESE 1/8 - 1/4 (0.166 mi.) S319 751 THE HAWKINS CO 713 SO CLAREMONT ST ESE 1/8 - 1/4 (0.166 mi.) S323 762 THIRD STREET SHELL # 611 E 3RD AVE NNE 1/8 - 1/4 (0.167 mi.) V329 785 LMP1 TOWING & AUTO R 110 S CLAREMONT ST NNW 1/8 - 1/4 (0.191 mi.) X379 900 ALFREDOS AUTO REPAIR 316 8TH AVE SE 1/8 - 1/4 (0.192 mi.) AC384 916 TOMMY’S CHEVRON 706 E 4TH AVE NE 1/8 - 1/4 (0.194 mi.) AD396 948 ALL CAR AUTO PAINTIN 817 S CLAREMONT ST ESE 1/8 - 1/4 (0.201 mi.) Z403 1007 AKI AUTO SERVICE 122 S DELAWARE N 1/8 - 1/4 (0.205 mi.) AF410 1021 SAN MATEO TIRE & BRA 829 S CLAREMONT ESE 1/8 - 1/4 (0.217 mi.) Z428 1059 CHILTON AUTO BODY IN 401 1ST AVE NNW 1/8 - 1/4 (0.230 mi.) AA452 1109 ALL CAR AUTO PAINTIN 501 NINTH AVE. ESE 1/8 - 1/4 (0.234 mi.) AM460 1126 BIG E AUTOMOTIVE 310 9TH AVE SE 1/8 - 1/4 (0.246 mi.) AN480 1244 1877 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 35
Local Lists of Registered Storage Tanks
SWEEPS UST: Statewide Environmental Evaluation and Planning System. This underground storage tank listing was updated and maintained by a company contacted by the SWRCB in the early 1990’s. The listing is no longer updated or maintained. The local agency is the contact for more information on a site on the SWEEPS list.
A review of the SWEEPS UST list, as provided by EDR, and dated 06/01/1994 has revealed that there are 22 SWEEPS UST sites within approximately 0.25 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ WARD ANDERSON TRUSTE 400 S B ST WSW 0 - 1/8 (0.014 mi.) A17 34 Comp Number: 110103
RESIDENCE 205 3RD WNW 0 - 1/8 (0.094 mi.) H118 178
Comp Number: 110196
FIRE STATION #1 120 S ELLSWORTH WNW 1/8 - 1/4 (0.205 mi.) AG416 1043 Status: A
Tank Status: A
Comp Number: 110127
MILLS HEALTH CENTER 100 S. SAN MATEO DR. WNW 1/8 - 1/4 (0.245 mi.) AH475 1198 Status: A
Tank Status: A
Comp Number: 110017
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ SAN MATEO LUMBER COM 501 S CLAREMONT ST E 0 - 1/8 (0.090 mi.) M107 166 Comp Number: 110039
FATHER NOEL & SONS 616 S RAILROAD AVE SE 0 - 1/8 (0.095 mi.) F126 181 Comp Number: 110189
CALLENDAR ASSOC 311 7TH AVE SE 0 - 1/8 (0.109 mi.) F159 363 Status: A
Comp Number: 110153
UNOCAL SERVICE STATI 402 S DELAWARE ST NE 0 - 1/8 (0.118 mi.) P181 405 Status: A
Tank Status: A
Comp Number: 110087
ARCO FAC #515 300 S DELAWARE ST NNE 0 - 1/8 (0.119 mi.) L199 470 Comp Number: 110070
HANSON TECH 412 2ND NNW 1/8 - 1/4 (0.140 mi.) Q257 633
Comp Number: 110173
THIRD AVENUE SHELL 611 E 003RD NNE 1/8 - 1/4 (0.146 mi.) V268 650 Status: A
Tank Status: A
Comp Number: 110114
BP OIL COMPANY FACIL 609 E 4TH AVE NE 1/8 - 1/4 (0.148 mi.) P278 700 Status: A
Tank Status: A
Comp Number: 110044
IZMIRIAN ROOFING & S 207 CLAREMONT NNW 1/8 - 1/4 (0.155 mi.) X287 708 1878 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 36
Status: A
Comp Number: 110168
UNION OIL SERVICE ST 615 E 003RD AVE NNE 1/8 - 1/4 (0.155 mi.) V288 710 Status: A
Tank Status: A
Comp Number: 110084
CHEVRON #5336 602 E 4TH AVE NE 1/8 - 1/4 (0.160 mi.) P297 723 Status: A
Tank Status: A
Comp Number: 110002
SAN MATEO TRANSMISSI 707 S CLAREMONT ST ESE 1/8 - 1/4 (0.166 mi.) S319 751 Status: A
Tank Status: A
Comp Number: 110106
SHINOZAKI AUTOMOTIVE 115 S RAILROAD AVE NNW 1/8 - 1/4 (0.183 mi.) AA354 838 Status: A
Tank Status: A
Comp Number: 110131
THE GARAGE 316 8TH AVE SE 1/8 - 1/4 (0.192 mi.) AC385 930 Status: A
Comp Number: 110146
ELESCO 811 S B ST SE 1/8 - 1/4 (0.192 mi.) AC387 932
Comp Number: 110054
REGAL STATION #420 706 E 4TH AVE NE 1/8 - 1/4 (0.194 mi.) AD394 946 Status: A
Comp Number: 110089
Not reported 219 9TH AVE SSE 1/8 - 1/4 (0.224 mi.) AK441 1087 Comp Number: 110138
NEW WAVE AUTO BODY 401 FIRST ST NNW 1/8 - 1/4 (0.230 mi.) AA453 1121 Comp Number: 110170
HIST UST: Historical UST Registered Database.
A review of the HIST UST list, as provided by EDR, and dated 10/15/1990 has revealed that there are 23 HIST UST sites within approximately 0.25 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ FIRE STATION #1 120 S ELLSWORTH WNW 1/8 - 1/4 (0.205 mi.) AG416 1043 Facility Id: 00000036740
MILLS HEALTH CENTER 100 S. SAN MATEO DR. WNW 1/8 - 1/4 (0.245 mi.) AH475 1198 Facility Id: 00000008728
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ SAN MATEO LUMBER COM 501 S CLAREMONT ST E 0 - 1/8 (0.090 mi.) M107 166 SAN MATEO LUMBER CO. 501 S CLAREMONT ST E 0 - 1/8 (0.090 mi.) M108 167 Facility Id: 00000018699
UNOCAL SERVICE STATI 402 S DELAWARE ST NE 0 - 1/8 (0.118 mi.) P181 405 Facility Id: 00000030704
WHA IN YUN 300 S DELAWARE ST NNE 0 - 1/8 (0.119 mi.) L196 454 1879 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 37
Facility Id: 00000026932
WHA IN YUN 300 SO DELAWARE NNE 0 - 1/8 (0.119 mi.) L198 456 RL LAZATIN 407 S DELAWARE NE 1/8 - 1/4 (0.133 mi.) P231 568 Facility Id: 00000000770
MOBIL SERVICE STATIO 609 E 4TH AVE NE 1/8 - 1/4 (0.148 mi.) P277 699 Facility Id: 00000039502
BP OIL COMPANY FACIL 609 E 4TH AVE NE 1/8 - 1/4 (0.148 mi.) P278 700 Facility Id: 00000005823
MOBIL OIL CORP 609 E FOURTH AVENUE NE 1/8 - 1/4 (0.148 mi.) P279 702 CHEVRON #5336 602 E 4TH AVE NE 1/8 - 1/4 (0.160 mi.) P297 723 Facility Id: 00000062745
95336 602 E 4TH ST NE 1/8 - 1/4 (0.160 mi.) P298 725
SAINT MATT’S SHELL 611 E 3RD AVE NNE 1/8 - 1/4 (0.167 mi.) V331 809 Facility Id: 00000028154
SAINT MATTS SHELL 611 E THIRD AVE NNE 1/8 - 1/4 (0.167 mi.) V334 825 UNION OIL SS#4178 615 E 3RD AVE NNE 1/8 - 1/4 (0.183 mi.) Y358 858 Facility Id: 00000004581
UNION OIL SS# 4178 615 E 3RD AVE NNE 1/8 - 1/4 (0.183 mi.) Y360 860 Facility Id: 00000060796
UNION OIL SS 4178 615 EAST THIRD AVE NNE 1/8 - 1/4 (0.183 mi.) Y363 862 OTOS AUTOMOTIVE 110 SO CLAREMONT NNW 1/8 - 1/4 (0.191 mi.) X376 895 Facility Id: 00000028488
OTOS AUTOMOTIVE 110 S CLAREMONT ST NNW 1/8 - 1/4 (0.191 mi.) X377 897 Facility Id: 00000057003
ATLAS ELECTRIC CO. I 811 S B ST SE 1/8 - 1/4 (0.192 mi.) AC386 932 Facility Id: 00000011805
ATLAS ELECTRIC CO IN 811 SO B STREET SE 1/8 - 1/4 (0.192 mi.) AC388 933 REGAL STATION #420 706 E 4TH AVE NE 1/8 - 1/4 (0.194 mi.) AD394 946 Facility Id: 00000012456
CERS TANKS: List of sites in the California Environmental Protection Agency (CalEPA) Regulated Site Portal which fall under the Aboveground Petroleum Storage and Underground Storage Tank regulatory programs.
A review of the CERS TANKS list, as provided by EDR, and dated 01/06/2023 has revealed that there are 8 CERS TANKS sites within approximately 0.25 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ DRAEGERS SUPERMARKET 222 4TH AVE WSW 0 - 1/8 (0.033 mi.) B35 66 DWF V 101 ELLSWORTH 101 S ELLSWORTH WNW 1/8 - 1/4 (0.187 mi.) U371 885 MILLS HEALTH CENTER 100 S SAN MATEO DR WNW 1/8 - 1/4 (0.245 mi.) AH476 1212 Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ ARCO 00515 300 S DELAWARE ST NNE 0 - 1/8 (0.119 mi.) L203 485 JIFFY LUBE 1151 407 S DELAWARE NE 1/8 - 1/4 (0.133 mi.) P233 571 GAS & SHOP 609 E 4TH AVE NE 1/8 - 1/4 (0.148 mi.) P276 664 THIRD STREET SHELL # 611 E 3RD AVE NNE 1/8 - 1/4 (0.167 mi.) V329 785 TOMMY’S CHEVRON 706 E 4TH AVE NE 1/8 - 1/4 (0.194 mi.) AD396 948 1880 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 38
CA FID UST: The Facility Inventory Database contains active and inactive underground storage tank locations. The source is the State Water Resource Control Board.
A review of the CA FID UST list, as provided by EDR, and dated 10/31/1994 has revealed that there are 12 CA FID UST sites within approximately 0.25 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ WARD ANDERSON TRUSTE 400 S B ST WSW 0 - 1/8 (0.014 mi.) A17 34 Facility Id: 41000500
Status: A
MILLS HEALTH CENTER 100 S. SAN MATEO DR. WNW 1/8 - 1/4 (0.245 mi.) AH475 1198 Facility Id: 41002599
Status: A
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ SAN MATEO LUMBER COM 501 S CLAREMONT ST E 0 - 1/8 (0.090 mi.) M107 166 Facility Id: 41004801
Status: A
CALLENDAR ASSOC 311 7TH AVE SE 0 - 1/8 (0.109 mi.) F159 363 Facility Id: 41004831
Status: A
ARCO FAC #515 300 S DELAWARE ST NNE 0 - 1/8 (0.119 mi.) L199 470 Facility Id: 41000065
Status: A
RESIDENT 412 2ND AVE. NNW 1/8 - 1/4 (0.140 mi.) Q254 618 Facility Id: 41002320
Status: I
IZMIRIAN ROOFING & S 207 CLAREMONT N 1/8 - 1/4 (0.142 mi.) V261 636 Facility Id: 41000293
Status: A
THIRD AVENUE SHELL 611 E 003RD NNE 1/8 - 1/4 (0.146 mi.) V268 650 Facility Id: 41004823
Status: A
UNION OIL SERVICE ST 615 E 003RD AVE NNE 1/8 - 1/4 (0.155 mi.) V288 710 Facility Id: 41004812
Status: A
SAN MATEO TRANSMISSI 707 S CLAREMONT ST ESE 1/8 - 1/4 (0.166 mi.) S319 751 Facility Id: 41003508
Status: A
SHINOZAKI AUTOMOTIVE 115 S RAILROAD AVE NNW 1/8 - 1/4 (0.183 mi.) AA354 838 Facility Id: 41004827
Status: A
ELESCO 811 S B ST SE 1/8 - 1/4 (0.192 mi.) AC387 932
Facility Id: 41004806
Status: A
1881 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 39
Local Land Records
DEED: The use of recorded land use restrictions is one of the methods the DTSC uses to protect the public from unsafe exposures to hazardous substances and wastes .
A review of the DEED list, as provided by EDR, and dated 11/28/2022 has revealed that there is 1 DEED site within approximately 0.5 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ A & A BEACON 221 SOUTH EL CAMINO WSW 1/4 - 1/2 (0.262 mi.) AL493 1275 Status: COMPLETED - CASE CLOSED
Envirostor ID: T0608100514
Other Ascertainable Records
RCRA NonGen / NLR: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste.
A review of the RCRA NonGen / NLR list, as provided by EDR, and dated 03/06/2023 has revealed that there are 88 RCRA NonGen / NLR sites within approximately 0.25 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ TALBOTS CYCLERY OF S 415 S B STREET 0 - 1/8 (0.000 mi.) A9 21 EPA ID:: CAL000422172
WARDROBE CLEANERS 335 E 4TH AVE NNW 0 - 1/8 (0.016 mi.) A21 36 EPA ID:: CAL000292758
DRAEGER’S SUPERMARKE 222 E 4TH AVE WSW 0 - 1/8 (0.033 mi.) B37 82 EPA ID:: CAL000383296
WHEEL WORKS # 8216 521 S B ST SSE 0 - 1/8 (0.049 mi.) C52 104 EPA ID:: CAL000365225
JSR KARP 6, LIMITED 318 SOUTH B STREET WNW 0 - 1/8 (0.050 mi.) B53 107 EPA ID:: CAC003101981
LA SENDA PROPERTIES 307 S. B. ST NW 0 - 1/8 (0.056 mi.) B55 109 EPA ID:: CAC003081885
LA SENDA PROPERTIES 307 SOUTH B STREET NW 0 - 1/8 (0.056 mi.) B56 111 EPA ID:: CAC003091455
FRANK CATOMER 153 E. 5TH AVE SW 0 - 1/8 (0.080 mi.) G89 152 EPA ID:: CAC003126855
AARON BROTHERS #0221 180 E 3RD AVE W 0 - 1/8 (0.091 mi.) J111 168 EPA ID:: CAL000407516
LANE DTSM, LLC 180 E 3RD AVE W 0 - 1/8 (0.091 mi.) J112 171 EPA ID:: CAC003208015
437-CENTURY 12 SAN M 320 E 2ND AVE NW 0 - 1/8 (0.093 mi.) H116 174 EPA ID:: CAL000444468
WALGREENS #3296 191 E 3RD AVE W 0 - 1/8 (0.098 mi.) K136 328 1882 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 40
EPA ID:: CAL000324266
THE STRATFORD 601 LAUREL AVE S 0 - 1/8 (0.114 mi.) O171 385 EPA ID:: CAL000413475
KINGFISH OFFICE 201 SOUTH B STREET NW 1/8 - 1/4 (0.132 mi.) Q227 560 EPA ID:: CAC003113837
BLUE SKY CLEANERS 200 2ND AVE WNW 1/8 - 1/4 (0.137 mi.) U239 594 EPA ID:: CAL000309047
YVONNE DETERT 200 7TH AVE S 1/8 - 1/4 (0.149 mi.) O282 705 EPA ID:: CAC003094947
LESLEY TOWERS LLC DB 700 LAUREL AVE S 1/8 - 1/4 (0.165 mi.) O317 747 EPA ID:: CAL000340942
DOWNTOWN PROPERTIES 181 2ND AVE WNW 1/8 - 1/4 (0.171 mi.) U340 827 EPA ID:: CAC003216348
CATALINA SUN 69-73 E 3RD AVE WSW 1/8 - 1/4 (0.189 mi.) AB375 893 EPA ID:: CAC003010366
SAN MATEO FIRE DEPT 120 S ELLSWORTH AVE WNW 1/8 - 1/4 (0.205 mi.) AG414 1038 EPA ID:: CAL000332325
126-2ND AVENUE LLC 126 2ND AVENUE W 1/8 - 1/4 (0.208 mi.) AB419 1050 EPA ID:: CAC002973741
MARINER ADVANCED PHA 43 EAST 3RD AVE WSW 1/8 - 1/4 (0.218 mi.) AB432 1076 EPA ID:: CAL000459426
NEW A-1 CLEANERS 17 E 4TH AVE SW 1/8 - 1/4 (0.230 mi.) AE447 1097 EPA ID:: CAL000229704
PAUL R SCHAUER DDS 100 S ELLSWORTH AVE_ WNW 1/8 - 1/4 (0.241 mi.) AG465 1154 EPA ID:: CAL000038679
SUTTER BAY MEDICAL F 100 SOUTH SAN MATEO WNW 1/8 - 1/4 (0.245 mi.) AH472 1195 EPA ID:: CAL000430270
PATRICIA MCGRATH 111 9TH AVE. #205 S 1/8 - 1/4 (0.247 mi.) AJ486 1261 EPA ID:: CAC003008867
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ SUNSTATE EQUIPMENT C 400 E 5TH AVE E 0 - 1/8 (0.005 mi.) A10 23 EPA ID:: CAC003205091
MP DOWNTOWN SAN MATE 480 E. 4TH AVENUE NE 0 - 1/8 (0.039 mi.) D40 85 EPA ID:: CAC003159785
HYBRID HOSPITAL INC 330 S CLAREMONT ST NNE 0 - 1/8 (0.057 mi.) D59 117 EPA ID:: CAL000043591
3RD AND CLAREMONT OW 406 E 3RD AVE NNW 0 - 1/8 (0.072 mi.) I70 127 EPA ID:: CAC003060514
3RD AND CLAREMONT HO 406 E 3RD AVE NNW 0 - 1/8 (0.072 mi.) I71 129 EPA ID:: CAC003047683
WHPV BLOCK 21 OWNER 501 E. 4TH AVE NNE 0 - 1/8 (0.076 mi.) D79 138 EPA ID:: CAC003189444
SERVICE PRESS INC 397 S CLAREMONT ST NNE 0 - 1/8 (0.077 mi.) D83 141 EPA ID:: CAD047382031
WHPV BLOCK 21 OWNER 397 S. CLAREMONT ST NNE 0 - 1/8 (0.077 mi.) D84 144 1883 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 41
EPA ID:: CAC003189438
WINDY HILL PROPERTY 304 S CLAREMONT ST N 0 - 1/8 (0.079 mi.) D86 147 EPA ID:: CAC003030043
EUROPEAN CAR CARE 316 6TH AVE SE 0 - 1/8 (0.079 mi.) F88 150 EPA ID:: CAL000354407
WHPV BLOCK 21 OWNER 373 S. CLAREMONT ST NNE 0 - 1/8 (0.083 mi.) D93 155 EPA ID:: CAC003189440
ATLAS PROPERTY GROUP 401 E. THIRD AVE. NNW 0 - 1/8 (0.089 mi.) I100 160 EPA ID:: CAC003134724
WHPV BLOCK 21 OWNER 311 S. CLAREMONT ST NNE 0 - 1/8 (0.089 mi.) L106 164 EPA ID:: CAC003189434
WINDY HILL PROPERTIE 435 E. THIRD ST N 0 - 1/8 (0.098 mi.) I127 187 EPA ID:: CAC003193760
PRECISION TUNE AUTO 435 E 3RD AVE N 0 - 1/8 (0.098 mi.) I129 190 EPA ID:: CAL000363775
KELLY MOORE PAINT CO 616 S B ST SSE 0 - 1/8 (0.102 mi.) N144 345 EPA ID:: CAP000203539
KELLY MOORE PAINT CO 616 S B ST SSE 0 - 1/8 (0.102 mi.) N146 350 EPA ID:: CAL000333634
WHPV BLOCK 21 OWNER 525 E 4TH AVE NNE 0 - 1/8 (0.105 mi.) L151 354 EPA ID:: CAC003189439
AMA TIRES 525 E 4TH AVE NNE 0 - 1/8 (0.105 mi.) L153 357 EPA ID:: CAL000364127
WHPV BLOCK 21 OWNER 320 S. DELAWARE ST NNE 0 - 1/8 (0.111 mi.) L164 366 EPA ID:: CAC003189442
PENINSULA AUTOMOTIVE 317 7TH AVE SE 0 - 1/8 (0.112 mi.) F169 382 EPA ID:: CAL000371515
AUTOTECH MOTOR SERVI 601 S CLAREMONT E 0 - 1/8 (0.116 mi.) M174 400 EPA ID:: CAL000045411
AT AUTO CARE 402 S DELAWARE ST NE 0 - 1/8 (0.118 mi.) P183 410 EPA ID:: CAL000397240
TNT AUTO REPAIR 402 S DELAWARE ST NE 0 - 1/8 (0.118 mi.) P186 428 EPA ID:: CAL000438162
TAD’S 76 - 256390 402 S DELAWARE ST NE 0 - 1/8 (0.118 mi.) P189 433 EPA ID:: CAL000406759
APRO LLC DBA UNITED 402 DELAWARE ST NE 0 - 1/8 (0.118 mi.) P191 436 EPA ID:: CAL000443764
DELAWARE SMOG PROS 300 S DELAWARE AVE NNE 0 - 1/8 (0.119 mi.) L194 451 EPA ID:: CAL000089587
BP WEST COAST PRODUC 300 S DELAWARE ST NNE 0 - 1/8 (0.119 mi.) L201 482 EPA ID:: CAL000414887
AUTOTRONICS AUTO REP 609 S CLAREMONT ST E 0 - 1/8 (0.120 mi.) M206 502 EPA ID:: CAL000365031
EURASIAN AUTO REPAIR 635 S CLAREMONT ST ESE 1/8 - 1/4 (0.126 mi.) S212 526 EPA ID:: CAL000334760
PALM AVE MOTORS AUTO 308 7TH AVE SE 1/8 - 1/4 (0.130 mi.) R224 546 1884 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 42
EPA ID:: CAL000239830
NEXT GEAR BIMMER MOT 308 7TH AVE SE 1/8 - 1/4 (0.130 mi.) R225 548 EPA ID:: CAL000453930
JIFFY LUBE # 1151 407 S DELAWARE ST NE 1/8 - 1/4 (0.133 mi.) P229 562 EPA ID:: CAL000336618
AUTOCRAFT INC 639 S CLAREMONT ST ESE 1/8 - 1/4 (0.138 mi.) S244 603 EPA ID:: CAL000446690
PRECISION AUTO CARE 639 S CLAREMONT ST ESE 1/8 - 1/4 (0.138 mi.) S245 605 EPA ID:: CAL000379201
SMOGPRO TW AUTOMOTIV 412 2ND AVE NNW 1/8 - 1/4 (0.140 mi.) Q253 616 EPA ID:: CAL000471264
T W AUTOMOTIVE LLC 412 2ND AVE NNW 1/8 - 1/4 (0.140 mi.) Q256 631 EPA ID:: CAL000320047
EUROCRAFT AUTOBODY 649 S CLAREMONT ST ESE 1/8 - 1/4 (0.145 mi.) S267 648 EPA ID:: CAL000271737
ANDYS BP INC DBA GAS 609 E 4TH AVE NE 1/8 - 1/4 (0.148 mi.) P273 653 EPA ID:: CAL000283934
CHEVRON STATION NO 9 602 E 4TH AVE NE 1/8 - 1/4 (0.160 mi.) P302 730 EPA ID:: CAR000122697
HILLSDALE TRANSMISSI 707 S CLAREMONT ST ESE 1/8 - 1/4 (0.166 mi.) S318 749 EPA ID:: CAL000284136
EV AUTO SERVICE 713 S CLAREMONT ST ESE 1/8 - 1/4 (0.166 mi.) S322 760 EPA ID:: CAL000452003
HANSONS MERCEDES TEC 713 S CLAREMONT ST S ESE 1/8 - 1/4 (0.166 mi.) S324 777 EPA ID:: CAL000362872
PENINSULA PUMP & EQU 713 S CLAREMONT ST ESE 1/8 - 1/4 (0.166 mi.) S326 779 EPA ID:: CAL000395643
C3 AUTO INC 315 8TH AVE SE 1/8 - 1/4 (0.167 mi.) R327 781 EPA ID:: CAL000408591
AU ENERGY-THIRD STRE 611 E 3RD AVE NNE 1/8 - 1/4 (0.167 mi.) V330 807 EPA ID:: CAL000350793
RANDY PAGAN 706 S. DELAWARE E 1/8 - 1/4 (0.175 mi.) S347 831 EPA ID:: CAC002978953
TWINKLE CLEANERS 801 S B ST SE 1/8 - 1/4 (0.186 mi.) AC369 882 EPA ID:: CAL000342697
EV AUTO SERVICE LLC 110 S CLAREMONT ST NNW 1/8 - 1/4 (0.191 mi.) X378 898 EPA ID:: CAL000456506
LMP1 TOWING AND AUTO 110 S CLAREMONT ST NNW 1/8 - 1/4 (0.191 mi.) X380 905 EPA ID:: CAL000458488
INTEGRITY MOTORS LLC 110 S CLAREMONT NNW 1/8 - 1/4 (0.191 mi.) X381 907 EPA ID:: CAL000422470
ALFREDO AUTO REPAIR 316 8TH AVE SE 1/8 - 1/4 (0.192 mi.) AC382 910 EPA ID:: CAL000388448
TOM’S VALERO 706 E 4TH AVE NE 1/8 - 1/4 (0.194 mi.) AD391 942 EPA ID:: CAL000389587
ALL CAR AUTO PAINTIN 817 S CLAREMONT ST ESE 1/8 - 1/4 (0.201 mi.) Z404 1017 1885 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 43
EPA ID:: CAL000407364
AKI AUTO SERVICE 122 S DELAWARE ST N 1/8 - 1/4 (0.205 mi.) AF411 1032 EPA ID:: CAL000183342
SAN MATEO TIRE AND B 829 S CLAREMONT ST ESE 1/8 - 1/4 (0.217 mi.) Z429 1073 EPA ID:: CAL000257039
ARAGON VETERINARY CL 819 S B ST SE 1/8 - 1/4 (0.219 mi.) AC434 1079 EPA ID:: CAL000257829
KATHLEEN OREILLEY 808 LAUREL AVENUE SSE 1/8 - 1/4 (0.220 mi.) AJ435 1081 EPA ID:: CAC002990588
BOIRON LAURENCE 808 LAUREL AVENUE SSE 1/8 - 1/4 (0.220 mi.) AJ436 1083 EPA ID:: CAC003212947
VIRGINIA FLEMING 728 S. ELDORADO STRE E 1/8 - 1/4 (0.240 mi.) 464 1152 EPA ID:: CAC003073518
BIG E AUTOMOTIVE 310 9TH AVENUE SE 1/8 - 1/4 (0.246 mi.) AN481 1255 EPA ID:: CAL000218767
CHILTON AUTOBODY SAN 49 S RAILROAD AVE NNW 1/8 - 1/4 (0.248 mi.) 488 1264 EPA ID:: CAL000397745
FINDS: The Facility Index System contains both facility information and "pointers" to other sources of information that contain more detail. These include: RCRIS; Permit Compliance System (PCS); Aerometric Information Retrieval System (AIRS); FATES (FIFRA [Federal Insecticide Fungicide Rodenticide Act] and TSCA Enforcement System, FTTS [FIFRA/TSCA Tracking System]; CERCLIS; DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes); Federal Underground Injection Control (FURS); Federal Reporting Data System (FRDS); Surface Impoundments (SIA); TSCA Chemicals in Commerce Information System (CICS); PADS; RCRA-J (medical waste transporters/disposers); TRIS; and TSCA. The source of this database is the U.S. EPA/NTIS.
A review of the FINDS list, as provided by EDR, and dated 08/03/2022 has revealed that there is 1 FINDS site within approximately 0.001 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ TALBOTS CYCLERY OF S 415 S B STREET 0 - 1/8 (0.000 mi.) A6 18 Registry ID:: 110070424419
ECHO: ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide.
A review of the ECHO list, as provided by EDR, and dated 09/25/2022 has revealed that there is 1 ECHO site within approximately 0.001 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ TALBOTS CYCLERY OF S 415 S B STREET 0 - 1/8 (0.000 mi.) A6 18 Registry ID: 110070424419
1886 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 44
PFAS ECHO: Regulators and the public have expressed interest in knowing which regulated entities may be using PFAS. EPA has developed a dataset from various sources that show which industries may be handling PFAS. Approximately 120,000 facilities subject to federal environmental programs have operated or currently operate in industry sectors with processes that may involve handling and/or release of PFAS.
A review of the PFAS ECHO list, as provided by EDR, and dated 01/03/2022 has revealed that there is 1 PFAS ECHO site within approximately 0.25 miles of the target property.
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ THE HAWKINS CO 37.563793/-122.31854 ESE 0 - 1/8 (0.109 mi.) F160 364 Hazardous Materials Business Plan, Hazardous Waste Generator, Underground Storage tanks A review of the San Mateo Co. BI list, as provided by EDR, and dated 02/20/2020 has revealed that there are 266 San Mateo Co. BI sites within approximately 0.25 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ YOGURTOUILLE 407 B 0 - 1/8 (0.000 mi.) A3 11
Facility Id: FA0036947
TALBOTS CYCLERY 415 B 0 - 1/8 (0.000 mi.) A4 11
Facility Id: FA0052226
SUSHI YOSHIZUMI 325 4TH NNW 0 - 1/8 (0.012 mi.) A14 33
Facility Id: FA0057775
LAKUNI 325 4TH NNW 0 - 1/8 (0.012 mi.) A15 33
Facility Id: FA0001796
AMOUR AMOUR CAFE 305 4TH NW 0 - 1/8 (0.012 mi.) A16 33
Facility Id: FA0052905
WARD ANDERSON TRUSTE 400 B WSW 0 - 1/8 (0.014 mi.) A19 35 Facility Id: FA0016694
IZAKAYA GINJI 301 4TH NW 0 - 1/8 (0.015 mi.) A20 35
Facility Id: FA0045481
WARDROBE CLEANERS 335 4TH NNW 0 - 1/8 (0.016 mi.) A23 44 Facility Id: FA0024508
Facility Id: FA0056866
PANCHO VILLA 365 B WNW 0 - 1/8 (0.019 mi.) A28 48
Facility Id: FA0014873
BEAN STREET COFFEE 359 B WNW 0 - 1/8 (0.021 mi.) A29 49 Facility Id: FA0027112
THE RAVIOLI HOUSE 505 B SSE 0 - 1/8 (0.023 mi.) A30 49
Facility Id: FA0047838
SPIEDO RESTAURANT 223 4TH W 0 - 1/8 (0.024 mi.) B31 49
Facility Id: FA0009586
DRAEGERS SUPERMARKET 222 4TH WSW 0 - 1/8 (0.033 mi.) B36 81 Facility Id: FA0023777
AFC SUSHI @ DRAEGERS 222 4TH WSW 0 - 1/8 (0.033 mi.) B38 84 Facility Id: FA0027368
MCGOVERNS BAR 215 4TH W 0 - 1/8 (0.038 mi.) B39 85
Facility Id: FA0005394
CENTRAL CAFE 517 B SSE 0 - 1/8 (0.039 mi.) C41 87
1887 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 45
Facility Id: FA0028531
SERGIO PASTA SHOP 205 4TH W 0 - 1/8 (0.043 mi.) B43 90
Facility Id: FA0032424
100 SWEET CAFE 205 4TH W 0 - 1/8 (0.043 mi.) B44 90
Facility Id: FA0052920
MR PIZZA MAN 201 4TH W 0 - 1/8 (0.046 mi.) B46 91
Facility Id: FA0054377
MR PIZZA MAN 201 4TH W 0 - 1/8 (0.046 mi.) B47 92
Facility Id: FA0025181
B STREET & VINE 320 B WNW 0 - 1/8 (0.047 mi.) B48 92
Facility Id: FA0030671
HOWARD TIRE 521 B SSE 0 - 1/8 (0.049 mi.) C50 101
Facility Id: FA0005175
NORTH BEACH PIZZA 240 3RD WNW 0 - 1/8 (0.070 mi.) H65 124 Facility Id: FA0001782
ATHENA GYROS 312 3RD NW 0 - 1/8 (0.070 mi.) H66 124
Facility Id: FA0026709
SUSHI SAMS EDOMATA 218 3RD WNW 0 - 1/8 (0.072 mi.) H73 134 Facility Id: FA0001781
SUBWAY 226 3RD WNW 0 - 1/8 (0.072 mi.) H74 134
Facility Id: FA0009024
3 BEES COFFEE HOUSE 224 3RD WNW 0 - 1/8 (0.072 mi.) H75 135 Facility Id: FA0022685
SIDEWALK JUICE 212 3RD WNW 0 - 1/8 (0.074 mi.) H77 136
Facility Id: FA0056132
GANGNAM CHICKEN 213 3RD NW 0 - 1/8 (0.077 mi.) H80 140
Facility Id: FA0052497
LITTLE CHINA KITCHEN 215 3RD NW 0 - 1/8 (0.077 mi.) H81 141 Facility Id: FA0007923
PEETS COFFEE & TEA 255 3RD NW 0 - 1/8 (0.077 mi.) H82 141 Facility Id: FA0029149
DOMINOS PIZZA 169 4TH WSW 0 - 1/8 (0.080 mi.) J90 154
Facility Id: FA0025316
GRAMERCY ON THE PARK 555 LAUREL SSW 0 - 1/8 (0.081 mi.) G91 155 Facility Id: FA0065729
DOWNTOWN CENTRAL PAR 315 ELLSWORTH W 0 - 1/8 (0.083 mi.) K94 158 Facility Id: FA0025498
HONEY BERRY 165 4TH WSW 0 - 1/8 (0.089 mi.) J102 162
Facility Id: FA0052689
HONEYBERRY 165 4TH WSW 0 - 1/8 (0.089 mi.) J103 163
Facility Id: FA0055801
CHATIME 165 4TH WSW 0 - 1/8 (0.089 mi.) J104 163
Facility Id: FA0057965
TEAWAY/ TUTTIMELON 165 4TH WSW 0 - 1/8 (0.089 mi.) J105 163 Facility Id: FA0050276
SO GONG DONG TOFU HO 150 4TH SW 0 - 1/8 (0.090 mi.) G109 168 1888 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 46
Facility Id: FA0046985
HUMMUS MEDITERRANEAN 150 4TH SW 0 - 1/8 (0.090 mi.) G110 168 Facility Id: FA0053188
AARON BROTHER #221 180 3RD W 0 - 1/8 (0.091 mi.) J113 173 Facility Id: FA0062514
SAN MATEO LIQUORS 254 B WNW 0 - 1/8 (0.092 mi.) H114 173 Facility Id: FA0040389
LAS AMERICAS RESTAUR 254 B WNW 0 - 1/8 (0.092 mi.) H115 174 Facility Id: FA0001512
CINEMARK 437 320 2ND AVE NW 0 - 1/8 (0.093 mi.) H117 176 Facility Id: FA0027298
RESIDENCE 205 3RD WNW 0 - 1/8 (0.094 mi.) H118 178
Facility Id: FA0016073
ACQUAPAZZA 201 3RD WNW 0 - 1/8 (0.094 mi.) H119 179
Facility Id: FA0022925
ROTI INDIAN BISTRO 201 THIRD WNW 0 - 1/8 (0.094 mi.) H120 179 Facility Id: FA0053834
HAPPY RESTAURANT 250 B WNW 0 - 1/8 (0.095 mi.) H121 179 Facility Id: FA0056011
HAPPY CAFE 250 B WNW 0 - 1/8 (0.095 mi.) H122 180
Facility Id: FA0002855
SUN CHINESE CUISINE 251 B NW 0 - 1/8 (0.095 mi.) H123 180 Facility Id: FA0046020
CAJUN HOUSE 2 251 B NW 0 - 1/8 (0.095 mi.) H124 180
Facility Id: FA0053987
TENKA JAPANESE RESTA 246 B WNW 0 - 1/8 (0.098 mi.) H132 197 Facility Id: FA0024802
LOS DOS AMIGOS 246 B WNW 0 - 1/8 (0.098 mi.) H133 198
Facility Id: FA0053832
WALGREENS #3296 191 E 3RD AVE W 0 - 1/8 (0.098 mi.) K135 306 Facility Id: FA0026724
BOMBAY GARDEN 172 3RD W 0 - 1/8 (0.100 mi.) J137 333
Facility Id: FA0001396
PIZZA MY HEART SAN M 140 4TH WSW 0 - 1/8 (0.100 mi.) G138 333 Facility Id: FA0025633
PACIFIC CATCH 243 S B NW 0 - 1/8 (0.101 mi.) H139 334
Facility Id: FA0052973
3 AMIGOS 243 B NW 0 - 1/8 (0.101 mi.) H140 334
Facility Id: FA0001509
MANGO GARDEN 111 4TH WSW 0 - 1/8 (0.110 mi.) J161 365
Facility Id: FA0057047
HONG KONG CAUSEWAY B 111 4TH WSW 0 - 1/8 (0.110 mi.) J162 366 Facility Id: FA0014661
CHINA BISTRO 111 4TH WSW 0 - 1/8 (0.110 mi.) J163 366
Facility Id: FA0050344
LEVEL 236/ ATTIC 236 B NW 0 - 1/8 (0.113 mi.) H170 384
1889 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 47
Facility Id: FA0046411
THE STRATFORD 601 LAUREL S 0 - 1/8 (0.114 mi.) O172 387 Facility Id: FA0012432
SHIHLIN TAIWAN STREE 142 3RD W 0 - 1/8 (0.116 mi.) J176 403 Facility Id: FA0026954
GOLDEN ISLAND CAFE 146 3RD W 0 - 1/8 (0.117 mi.) K177 404 Facility Id: FA0028065
BEST OF BURMA 146 3RD W 0 - 1/8 (0.117 mi.) K178 404
Facility Id: FA0057447
RAVE BURGER 144 3RD W 0 - 1/8 (0.117 mi.) K179 404
Facility Id: FA0029377
GOLDEN BOY PIZZA 234 MAIN NW 0 - 1/8 (0.119 mi.) Q204 501 Facility Id: FA0047935
CLEAR 138 3RD W 0 - 1/8 (0.122 mi.) K209 525
Facility Id: FA0025864
NEW YORK PIZZA LLC 219 B NW 0 - 1/8 (0.125 mi.) Q211 526 Facility Id: FA0044980
MOONS FAMILY SPORTS 215 B NW 1/8 - 1/4 (0.127 mi.) Q215 542 Facility Id: FA0005779
TEA THE SEASON 220 MAIN NW 1/8 - 1/4 (0.128 mi.) Q216 543 Facility Id: FA0028046
DASH 220 MAIN NW 1/8 - 1/4 (0.128 mi.) Q217 543
Facility Id: FA0052275
JAPAN 2 RESTAURANT C 220 MAIN NW 1/8 - 1/4 (0.128 mi.) Q218 543 Facility Id: FA0051833
SHARONA CHOCOLATE SH 128 3RD W 1/8 - 1/4 (0.129 mi.) T219 544 Facility Id: FA0045999
CHEESE STEAK SHOP 206 B NW 1/8 - 1/4 (0.129 mi.) Q220 544 Facility Id: FA0051613
VESPUCCI 147 3RD W 1/8 - 1/4 (0.130 mi.) K221 544
Facility Id: FA0057453
PHO MISS SAIGON 147 3RD W 1/8 - 1/4 (0.130 mi.) K222 545 Facility Id: FA0046860
BRICK OVEN PIZZA 200 B NW 1/8 - 1/4 (0.132 mi.) Q228 562 Facility Id: FA0008577
SHABU WAY 145 3RD W 1/8 - 1/4 (0.133 mi.) T234 590
Facility Id: FA0049687
NARU BENTO 220 2ND WNW 1/8 - 1/4 (0.136 mi.) Q235 590
Facility Id: FA0054487
SWEET BREAMS 220 2ND WNW 1/8 - 1/4 (0.136 mi.) Q236 590 Facility Id: FA0037597
BLUE SKY CLEANERS 200 2ND AVE WNW 1/8 - 1/4 (0.137 mi.) U240 597 Facility Id: FA0017040
IZAKAYA MAI 212 2ND WNW 1/8 - 1/4 (0.137 mi.) U241 602
Facility Id: FA0055778
IZAKAYA "MAI" 212 2ND WNW 1/8 - 1/4 (0.137 mi.) U242 602 1890 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 48
Facility Id: FA0028844
BASKIN ROBBINS #187- 133 3RD W 1/8 - 1/4 (0.139 mi.) T248 614 Facility Id: FA0001775
THAI SPICES 204 2ND WNW 1/8 - 1/4 (0.139 mi.) U249 614
Facility Id: FA0050275
SUSHI 85 204 2ND WNW 1/8 - 1/4 (0.139 mi.) U250 615
Facility Id: FA0056074
KITCHO RESTAURANT 204 2ND WNW 1/8 - 1/4 (0.139 mi.) U251 615 Facility Id: FA0051537
HIMAWARI TEI LLC 202 2ND WNW 1/8 - 1/4 (0.139 mi.) U252 615 Facility Id: FA0001855
SURUKI SUPER MARKET 71 4TH WSW 1/8 - 1/4 (0.143 mi.) W262 645 Facility Id: FA0009007
KAZ TERIYAKI GRILL 71 4TH WSW 1/8 - 1/4 (0.143 mi.) W263 645 Facility Id: FA0024711
SOZAI CORNER 71 4TH WSW 1/8 - 1/4 (0.143 mi.) W264 646
Facility Id: FA0025326
AD O LITH 168 B NW 1/8 - 1/4 (0.145 mi.) Q265 646
Facility Id: FA0013848
BEARD PAPA SWEETS CA 365 2ND NW 1/8 - 1/4 (0.146 mi.) Q269 651 Facility Id: FA0028063
FLETCHS 385 2ND NW 1/8 - 1/4 (0.146 mi.) Q270 652
Facility Id: FA0047897
COLDSTONE CREAMERY 375 2ND NW 1/8 - 1/4 (0.146 mi.) Q271 652 Facility Id: FA0053072
COLDSTONE CREAMERY 375 2ND NW 1/8 - 1/4 (0.146 mi.) Q272 652 Facility Id: FA0028024
ZABU ZABU SAN MATEO 98 3RD WSW 1/8 - 1/4 (0.152 mi.) T284 707 Facility Id: FA0050296
L & L HAWAIIAN BARBE 94 3RD WSW 1/8 - 1/4 (0.152 mi.) T285 708 Facility Id: FA0010745
THE SANDWICH SPOT 65 4TH WSW 1/8 - 1/4 (0.155 mi.) W286 708 Facility Id: FA0049773
ST MATTHEWS BLDG 215 2ND WNW 1/8 - 1/4 (0.156 mi.) U289 711 Facility Id: FA0025850
NOAHS NEW YORK BAGEL 50 4TH SW 1/8 - 1/4 (0.157 mi.) W290 711 Facility Id: FA0022157
DEAN PRODUCE 44 4TH SW 1/8 - 1/4 (0.159 mi.) W292 712
Facility Id: FA0051913
BLOCKBUSTER LLC #638 44 4TH SW 1/8 - 1/4 (0.159 mi.) W293 712 Facility Id: FA0050214
BEN TRE 213 2ND WNW 1/8 - 1/4 (0.159 mi.) U295 722
Facility Id: FA0057350
MARU MARU 213 2ND WNW 1/8 - 1/4 (0.159 mi.) U296 723
Facility Id: FA0004525
KAFFEEHAUS 92 3RD WSW 1/8 - 1/4 (0.160 mi.) T305 740
1891 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 49
Facility Id: FA0045128
HAAG N HAAG 92 3RD WSW 1/8 - 1/4 (0.160 mi.) T306 740
Facility Id: FA0027335
RUBIO’S RESTAURANTS 38 4TH SW 1/8 - 1/4 (0.161 mi.) W308 744 Facility Id: FA0044847
BAY WATCH 201 2ND WNW 1/8 - 1/4 (0.162 mi.) U309 744
Facility Id: FA0004109
PASTA PRIMAVERA 34 4TH SW 1/8 - 1/4 (0.163 mi.) W310 744 Facility Id: FA0023641
LESLEY TOWERS LLC 700 LAUREL S 1/8 - 1/4 (0.165 mi.) O314 746 Facility Id: FA0062653
PARK TOWERS 700 LAUREL S 1/8 - 1/4 (0.165 mi.) O315 746 Facility Id: FA0015194
AT & T MOBILITY 181 2ND AVE- 6TH FLR WNW 1/8 - 1/4 (0.171 mi.) U336 826 Facility Id: FA0039765
DOWNTOWN PROPERTIES 181 SECOND WNW 1/8 - 1/4 (0.171 mi.) U337 826 Facility Id: FA0065601
OLSTEN KIMBERLY QUAL 181 2ND WNW 1/8 - 1/4 (0.171 mi.) U338 826 Facility Id: FA0022885
NEXTEL - SITE ID CA- 181 2ND WNW 1/8 - 1/4 (0.171 mi.) U339 827 Facility Id: FA0025071
Facility Id: FA0027057
CLAY OVEN CUISINE OF 78 3RD WSW 1/8 - 1/4 (0.171 mi.) T341 829 Facility Id: FA0005602
KISAKU RESTAURANT 47 4TH WSW 1/8 - 1/4 (0.171 mi.) W342 830 Facility Id: FA0001791
SKY LOUNGE 76 3RD WSW 1/8 - 1/4 (0.173 mi.) T343 830
Facility Id: FA0053187
GLOW 76 3RD WSW 1/8 - 1/4 (0.173 mi.) T344 830
Facility Id: FA0027976
FUEL CAFE 4 4TH SW 1/8 - 1/4 (0.175 mi.) W346 831
Facility Id: FA0046999
MASU 79 3RD W 1/8 - 1/4 (0.177 mi.) T350 834
Facility Id: FA0026626
CALIFORNIA ROLL 41 4TH WSW 1/8 - 1/4 (0.180 mi.) W351 835 Facility Id: FA0002000
THE THIRD AVENUE SPO 77 3RD W 1/8 - 1/4 (0.180 mi.) T353 837 Facility Id: FA0015626
NI-MO JAPANESE CUISI 73 3RD WSW 1/8 - 1/4 (0.183 mi.) AB364 862 Facility Id: FA0028881
DESSERT REPUBLIC 138 MAIN NW 1/8 - 1/4 (0.186 mi.) AA370 885 Facility Id: FA0028309
PORTERHOUSESTEAKUS 60 3RD WSW 1/8 - 1/4 (0.188 mi.) AB372 892 Facility Id: FA0002830
SHARE TEA 60 3RD WSW 1/8 - 1/4 (0.188 mi.) AB373 892
Facility Id: FA0053520
AMICIS EAST COAST PI 69 3RD WSW 1/8 - 1/4 (0.189 mi.) AB374 892 1892 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 50
Facility Id: FA0065463
Facility Id: FA0006111
BLOCK 34 34 4TH SW 1/8 - 1/4 (0.195 mi.) AE398 981
Facility Id: FA0056658
JAMBA JUICE #129 48 4TH SW 1/8 - 1/4 (0.195 mi.) AE399 981 Facility Id: FA0024874
CHAMPAGNE SEAFOOD 88 & 98 4TH SW 1/8 - 1/4 (0.195 mi.) AE400 982 Facility Id: FA0027658
THREE RESTAURANT & B 50 3RD WSW 1/8 - 1/4 (0.198 mi.) AB401 982 Facility Id: FA0008855
HEART OF SAN MATEO D 44 3RD WSW 1/8 - 1/4 (0.204 mi.) AB406 1020 Facility Id: FA0065916
SAN MATEO FIRE STATI 120 ELLSWORTH WNW 1/8 - 1/4 (0.205 mi.) AG415 1040 Facility Id: FA0023128
SMB PROPERTIES 226 1ST NW 1/8 - 1/4 (0.210 mi.) AI420 1052 Facility Id: FA0023238
THIRD AVENUE NEWS 36 3RD WSW 1/8 - 1/4 (0.211 mi.) AB421 1055 Facility Id: FA0002528
CRYSTAL SPRINGS DENT 150 SAN MATEO WNW 1/8 - 1/4 (0.215 mi.) AH426 1058 Facility Id: FA0049515
UST SITE 2 B NW 1/8 - 1/4 (0.216 mi.) AI427 1058
Facility Id: FA0025361
MARINER ADVANCED PHA 43 3RD WSW 1/8 - 1/4 (0.218 mi.) AB431 1076 Facility Id: FA0067164
101 ELLSWORTH AVE 101 ELLSWORTH WNW 1/8 - 1/4 (0.221 mi.) AG437 1086 Facility Id: FA0026038
Facility Id: FA0027463
MEDICAL ARTS OBSTETR 136 SAN MATEO WNW 1/8 - 1/4 (0.224 mi.) AH438 1086 Facility Id: FA0055188
UNILAB PATIENT SERVI 136 SAN MATEO WNW 1/8 - 1/4 (0.224 mi.) AH439 1087 Facility Id: FA0022593
CALIFORNIA SKIN INST 136 SAN MATEO WNW 1/8 - 1/4 (0.224 mi.) AH440 1087 Facility Id: FA0066974
URBAN TABLE, INC 385 1ST NW 1/8 - 1/4 (0.226 mi.) AI443 1088 Facility Id: FA0051889
LINDA MIYATAKE DDS M 130 SAN MATEO WNW 1/8 - 1/4 (0.227 mi.) AH445 1096 Facility Id: FA0034485
TINAS GOURMET 35 3RD WSW 1/8 - 1/4 (0.229 mi.) AB446 1097 Facility Id: FA0028961
A-1 CLEANERS 17 E 4TH AVENUE SW 1/8 - 1/4 (0.230 mi.) AE448 1099 Facility Id: FA0005593
VITALANT CA PENINSUL 48 2ND W 1/8 - 1/4 (0.231 mi.) AB454 1122 Facility Id: FA0065157
HOTARU JAPANESE REST 33 3RD WSW 1/8 - 1/4 (0.232 mi.) AB456 1123 Facility Id: FA0056900
HOTARU JAPANESE REST 33 3RD WSW 1/8 - 1/4 (0.232 mi.) AB457 1123 Facility Id: FA0023328
SPECTRUM PHOTO 18 3RD WSW 1/8 - 1/4 (0.234 mi.) AL458 1124 1893 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 51
Facility Id: FA0013534
VERIZON WIRELESS SAN 100 S ELLSWORTH AVE WNW 1/8 - 1/4 (0.241 mi.) AG466 1156 Facility Id: FA0027703
BLUE RIBBON CLEANERS 22 SECOND AVE W 1/8 - 1/4 (0.244 mi.) 467 1157 Facility Id: FA0017001
MILLS DIALYSIS 100 SAN MATEO WNW 1/8 - 1/4 (0.245 mi.) AH469 1192 Facility Id: FA0049469
MILLS PENINSULA GIFT 100 SAN MATEO WNW 1/8 - 1/4 (0.245 mi.) AH470 1192 Facility Id: FA0010265
SUTTER BAY MEDICAL F 100 SAN MATEO WNW 1/8 - 1/4 (0.245 mi.) AH473 1197 Facility Id: FA0061428
CELEBRITY CAFE 100 SAN MATEO WNW 1/8 - 1/4 (0.245 mi.) AH474 1198 Facility Id: FA0000114
MILLS HEALTH CENTER 100 S. SAN MATEO DR. WNW 1/8 - 1/4 (0.245 mi.) AH475 1198 Facility Id: FA0016893
NICHOLS C.A., SHIRLE 137 SAN MATEO WNW 1/8 - 1/4 (0.246 mi.) AH479 1244 Facility Id: FA0030894
SAN MATEO DENTAL CAR 135 SAN MATEO WNW 1/8 - 1/4 (0.248 mi.) AH487 1264 Facility Id: FA0029023
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ T. ENDO AUTOMOTIVE 405 4TH N 0 - 1/8 (0.032 mi.) D34 50 Facility Id: FA0016985
SAN MATEO ARTISTIC I 317 6TH SE 0 - 1/8 (0.043 mi.) C45 91 Facility Id: FA0045327
PETERSON & ARNOLD PL 421 5TH ENE 0 - 1/8 (0.054 mi.) E54 109 Facility Id: FA0013310
PACIFIC PERFORMANCE 608 RAILROAD ESE 0 - 1/8 (0.066 mi.) F62 123 Facility Id: FA0033858
KEN GRIFFIN AUTO 612 RAILROAD ESE 0 - 1/8 (0.068 mi.) F64 124 Facility Id: FA0013696
KENTUCKY FRIED CHICK 406 3RD NNW 0 - 1/8 (0.072 mi.) I67 125 Facility Id: FA0001783
UST SITE 406 3RD NNW 0 - 1/8 (0.072 mi.) I69 126
Facility Id: FA0067383
STALLINGS PAINTING 628 RAILROAD ESE 0 - 1/8 (0.078 mi.) F85 146 Facility Id: FA0023723
EUROPEAN CAR CARE 316 6TH SE 0 - 1/8 (0.079 mi.) F87 149 Facility Id: FA0022451
SAIGON CITY AUTHENTI 418 3RD N 0 - 1/8 (0.081 mi.) I92 155 Facility Id: FA0001784
TACO BELL #30746 500 4TH NE 0 - 1/8 (0.083 mi.) E95 158 Facility Id: FA0065467
Facility Id: FA0056551
TACO BELL #1295 500 4TH NE 0 - 1/8 (0.083 mi.) E96 158
Facility Id: FA0000815
FUJI SUKIYAKI 428 3RD N 0 - 1/8 (0.084 mi.) I98 159
1894 of 11211
EXECUTIVE SUMMARY
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Facility Id: FA0050586
FUJI SUKIYAKI RESTAU 428 3RD N 0 - 1/8 (0.084 mi.) I99 159 Facility Id: FA0001785
RED CRAWFISH 401 3RD NNW 0 - 1/8 (0.089 mi.) I101 162
Facility Id: FA0049130
FATHER NOEL & SONS 616 S RAILROAD AVE SE 0 - 1/8 (0.095 mi.) F126 181 Facility Id: FA0015566
Facility Id: FA0017024
ACCU-TUNE 435 3RD N 0 - 1/8 (0.098 mi.) I131 193
Facility Id: FA0005578
Facility Id: FA0040343
Facility Id: FA0047821
QUALITY CLEANERS 508 3RD N 0 - 1/8 (0.102 mi.) L141 334 Facility Id: FA0014461
GOODYEAR TIRE & RUBB 616 B SSE 0 - 1/8 (0.102 mi.) N145 348 Facility Id: FA0024690
WING FAT RESTAURANT 500 3RD N 0 - 1/8 (0.103 mi.) L147 353 Facility Id: FA0001786
TAQUERIA LAS CASUELA 517 4TH NNE 0 - 1/8 (0.104 mi.) L148 353 Facility Id: FA0007286
LAS PALOMAS TAQUERIA 504 3RD N 0 - 1/8 (0.105 mi.) L149 353 Facility Id: FA0050836
LAS PALOMAS TAQUERIA 504 3RD N 0 - 1/8 (0.105 mi.) L150 354 Facility Id: FA0001576
A M A TIRES & WHEELS 525 4TH NNE 0 - 1/8 (0.105 mi.) L152 356 Facility Id: FA0046510
KATHYS CREATIVE KAKE 631 B SE 0 - 1/8 (0.106 mi.) N155 361 Facility Id: FA0002851
LAS PALOMAS #2 512 3RD N 0 - 1/8 (0.106 mi.) L156 362
Facility Id: FA0001634
EVERY DAY BEIJING 637 B SE 0 - 1/8 (0.106 mi.) N157 362 Facility Id: FA0006060
EVERYDAY BEIJING 637 B SE 0 - 1/8 (0.106 mi.) N158 362
Facility Id: FA0057779
CALLENDAR ASSOC 311 7TH AVE SE 0 - 1/8 (0.109 mi.) F159 363 Facility Id: FA0023213
SUTTER VNA & HOSPICE 700 CLAREMONT ESE 0 - 1/8 (0.111 mi.) F165 369 Facility Id: FA0024211
DIETERS GERMAN CAR R 309 7TH SE 0 - 1/8 (0.112 mi.) F167 380 Facility Id: FA0004514
BACEY AUTOMOTIVE 317 7TH SE 0 - 1/8 (0.112 mi.) F168 381 Facility Id: FA0052711
Facility Id: FA0035320
AUTO TECH MOTOR SERV 601 S CLAREMONT ST E 0 - 1/8 (0.116 mi.) M175 402 Facility Id: FA0010371
76 MART 402 DELAWARE NE 0 - 1/8 (0.118 mi.) P180 405
Facility Id: FA0023225
TNT AUTO REPAIR 402 DELAWARE NE 0 - 1/8 (0.118 mi.) P184 412 1895 of 11211
EXECUTIVE SUMMARY
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Facility Id: FA0064465
AT AUTO CARE 402 DELAWARE NE 0 - 1/8 (0.118 mi.) P185 412 Facility Id: FA0016955
Facility Id: FA0051405
UNOCAL #6390 402 DELAWARE NE 0 - 1/8 (0.118 mi.) P187 430 Facility Id: FA0046458
UNITED PACIFIC #2201 402 DELAWARE NE 0 - 1/8 (0.118 mi.) P190 435 Facility Id: FA0065754
ARCO #0515 300 DELAWARE NNE 0 - 1/8 (0.119 mi.) L193 439 Facility Id: FA0016939
MBZ SOLUTIONS 615 CLAREMONT E 0 - 1/8 (0.120 mi.) M205 502 Facility Id: FA0050532
NEW LOOK AUTO BODY & 609 S CLAREMONT ST E 0 - 1/8 (0.120 mi.) M207 504 Facility Id: FA0016992
Facility Id: FA0048176
Facility Id: FA0050531
007 MOTORSPORT 704 RAILROAD SE 0 - 1/8 (0.123 mi.) R210 525 Facility Id: FA0035318
COMMERCIAL PROPERTY 635 CLAREMONT ESE 1/8 - 1/4 (0.126 mi.) S214 541 Facility Id: FA0024512
Facility Id: FA0016977
Facility Id: FA0028119
PALM AVENUE MOTORS A 308 7TH SE 1/8 - 1/4 (0.130 mi.) R223 545 Facility Id: FA0045519
Facility Id: FA0045572
Facility Id: FA0027177
JIFFY LUBE 1151 407 DELAWARE NE 1/8 - 1/4 (0.133 mi.) P230 564 Facility Id: FA0022717
Facility Id: FA0045191
JACK IN THE BOX #049 555 3RD N 1/8 - 1/4 (0.138 mi.) V243 603 Facility Id: FA0065373
Facility Id: FA0002646
APS ENTERPRISES, INC 639 CLAREMONT ESE 1/8 - 1/4 (0.138 mi.) S247 613 Facility Id: FA0027180
Facility Id: FA0028118
HANSON TECH 412 2ND NNW 1/8 - 1/4 (0.140 mi.) Q257 633
Facility Id: FA0013500
Facility Id: FA0010323
Facility Id: FA0035210
7-ELEVEN INC. STORE 600 3RD NNE 1/8 - 1/4 (0.140 mi.) L258 635 Facility Id: FA0055313
7 ELEVEN STORE #2366 600 3RD NNE 1/8 - 1/4 (0.140 mi.) L259 635 Facility Id: FA0054665
SEVEN ELEVEN FOOD ST 600 3RD NNE 1/8 - 1/4 (0.140 mi.) L260 636 Facility Id: FA0001777
IZMIRIAN ROOFING & S 207 CLAREMONT N 1/8 - 1/4 (0.142 mi.) V261 636 Facility Id: FA0013307
HANSONS TECHNOLOGY 649 CLAREMONT ESE 1/8 - 1/4 (0.145 mi.) S266 646 1896 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 54
Facility Id: FA0010859
Facility Id: FA0027977
GAS & SHOP 609 4TH NE 1/8 - 1/4 (0.148 mi.) P281 704
Facility Id: FA0016917
YUPPIE 709 B SE 1/8 - 1/4 (0.150 mi.) R283 707
Facility Id: FA0001522
CLAUDIAS PASTES AND 668 3RD NNE 1/8 - 1/4 (0.157 mi.) Y291 711 Facility Id: FA0053644
CHEVRON 9-5336 602 4TH NE 1/8 - 1/4 (0.160 mi.) P299 726 Facility Id: FA0016879
SUBWAY SANDWICH 602 4TH NE 1/8 - 1/4 (0.160 mi.) P300 729 Facility Id: FA0040148
PANADERIA GUATEMALTE 602 4TH NE 1/8 - 1/4 (0.160 mi.) P301 729 Facility Id: FA0046036
TACOS AL VAPOR NUEVA 602 4TH NE 1/8 - 1/4 (0.160 mi.) P303 739 Facility Id: FA0048324
AL CARBON 602 FOURTH NE 1/8 - 1/4 (0.160 mi.) P304 739
Facility Id: FA0057865
2ND AVE MARKET 503 2ND NNW 1/8 - 1/4 (0.163 mi.) X311 745 Facility Id: FA0047908
2ND AVE MARKET 503 2ND NNW 1/8 - 1/4 (0.163 mi.) X312 745 Facility Id: FA0053038
USAGI 505 2ND N 1/8 - 1/4 (0.165 mi.) X313 745
Facility Id: FA0050725
SAN MATEO TRANSMISSI 707 CLAREMONT ESE 1/8 - 1/4 (0.166 mi.) S320 757 Facility Id: FA0022814
Facility Id: FA0016973
Facility Id: FA0028505
HAWKINS CO 713 CLAREMONT ESE 1/8 - 1/4 (0.166 mi.) S321 758 Facility Id: FA0024332
Facility Id: FA0055225
Facility Id: FA0055226
EV AUTO SERVICE 713 CLAREMONT ESE 1/8 - 1/4 (0.166 mi.) S325 779 Facility Id: FA0067333
PRESTIGE AUTOWORKS 315 8TH SE 1/8 - 1/4 (0.167 mi.) R328 784 Facility Id: FA0005934
Facility Id: FA0058432
Facility Id: FA0045523
SAINT MATT’S SHELL 611 E 3RD AVE NNE 1/8 - 1/4 (0.167 mi.) V331 809 Facility Id: FA0004963
TAQUERIA EL NAYARITA 660 3RD NNE 1/8 - 1/4 (0.170 mi.) Y335 825 Facility Id: FA0002158
WORLDPAC 9738 SAN MA 733 CLAREMONT ESE 1/8 - 1/4 (0.173 mi.) Z345 831 Facility Id: FA0061792
ALBAYK 670 3RD NNE 1/8 - 1/4 (0.175 mi.) Y348 834
Facility Id: FA0050381
KOKKO 509 2ND N 1/8 - 1/4 (0.177 mi.) X349 834
1897 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 55
Facility Id: FA0032810
BANGKOK PATIO 615 3RD NNE 1/8 - 1/4 (0.183 mi.) Y356 857 Facility Id: FA0054371
BANGKOK PATIO BAR AN 615 3RD NNE 1/8 - 1/4 (0.183 mi.) Y357 858 Facility Id: FA0050264
TOSCO #4178 615 3RD NNE 1/8 - 1/4 (0.183 mi.) Y361 860
Facility Id: FA0016952
LITTLE CAESARS 615 3RD NNE 1/8 - 1/4 (0.183 mi.) Y362 861 Facility Id: FA0044924
CARLS AUTO BODY 111 S RAILROAD AVE NNW 1/8 - 1/4 (0.184 mi.) AA365 863 Facility Id: FA0017008
Facility Id: FA0048465
Facility Id: FA0049215
Facility Id: FA0052105
CARL’S CLEANERS 801 S B ST SE 1/8 - 1/4 (0.186 mi.) AC368 871 Facility Id: FA0017016
Facility Id: FA0037334
B 2 AUTOBODY REPAIR 316 8TH SE 1/8 - 1/4 (0.192 mi.) AC383 912 Facility Id: FA0022675
Facility Id: FA0045709
ELESCO 811 S B ST SE 1/8 - 1/4 (0.192 mi.) AC387 932
Facility Id: FA0016926
Facility Id: FA0033674
RAMEN DOJO 805 B SE 1/8 - 1/4 (0.193 mi.) AC389 934
Facility Id: FA0001523
REGAL 706 4TH NE 1/8 - 1/4 (0.194 mi.) AD390 934
Facility Id: FA0016957
Facility Id: FA0054086
CHEVERON & SHOP 706 4TH NE 1/8 - 1/4 (0.194 mi.) AD395 947 Facility Id: FA0054047
ALL CAR AUTO PAINTIN 817 CLAREMONT ESE 1/8 - 1/4 (0.201 mi.) Z405 1019 Facility Id: FA0057970
MINI COFFEE SHOP 800 B SSE 1/8 - 1/4 (0.204 mi.) AC407 1020 Facility Id: FA0029910
NAZARETH DENTAL PLAZ 800 B SSE 1/8 - 1/4 (0.204 mi.) AC408 1020 Facility Id: FA0045800
MINI COFFEE SHOP 800 B SSE 1/8 - 1/4 (0.204 mi.) AC409 1021 Facility Id: FA0052430
AKI AUTO SERVICE 122 SO DELAWARE STRE N 1/8 - 1/4 (0.205 mi.) AF412 1034 Facility Id: FA0025459
Facility Id: FA0014921
Facility Id: FA0052163
AUTO EUROPA 402 1ST NNW 1/8 - 1/4 (0.213 mi.) AA422 1055 Facility Id: FA0016991
Facility Id: FA0045753
MITCHELL BROS 311 9TH SE 1/8 - 1/4 (0.214 mi.) AC423 1056 Facility Id: FA0024375
EUROPEAN MOTORS 408 1ST NNW 1/8 - 1/4 (0.214 mi.) AA425 1057 1898 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 56
Facility Id: FA0005840
SAN MATEO TIRE & BRA 829 CLAREMONT ESE 1/8 - 1/4 (0.217 mi.) Z430 1075 Facility Id: FA0017043
ARAGON VETERINARY CL 819 B SE 1/8 - 1/4 (0.219 mi.) AC433 1078 Facility Id: FA0027746
RESIDENCE 219 9TH SSE 1/8 - 1/4 (0.224 mi.) AK442 1088
Facility Id: FA0010493
NEW WAVE 401 1ST NNW 1/8 - 1/4 (0.230 mi.) AA449 1105
Facility Id: FA0014778
Facility Id: FA0002445
Facility Id: FA0002461
CHILTON AUTO BODY IN 401 1ST NNW 1/8 - 1/4 (0.230 mi.) AA451 1108 Facility Id: FA0056965
ALL CAR AUTO PAINTIN 501 9TH AVENUE ESE 1/8 - 1/4 (0.234 mi.) AM461 1136 Facility Id: FA0014462
PENINSULA PHOTOGRAPH 517 9TH AVE UNIT A ESE 1/8 - 1/4 (0.238 mi.) AM463 1149 Facility Id: FA0024182
WISNOMS HARDWARE 1ST & DELAWARE N 1/8 - 1/4 (0.246 mi.) AF478 1244 Facility Id: FA0013586
BIG E AUTOMOTIVE 310 9TH SE 1/8 - 1/4 (0.246 mi.) AN482 1257 Facility Id: FA0017005
LONGS DRUG STORES #3 872 DELAWARE ESE 1/8 - 1/4 (0.246 mi.) AM483 1258 Facility Id: FA0001583
RAMEN PARLOR 901 B SE 1/8 - 1/4 (0.247 mi.) AN485 1261
Facility Id: FA0049011
Cortese: The sites for the list are designated by the State Water Resource Control Board (LUST), the Integrated Waste Board (SWF/LS), and the Department of Toxic Substances Control (Cal-Sites).
A review of the Cortese list, as provided by EDR, and dated 12/14/2022 has revealed that there are 35 Cortese sites within approximately 0.5 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ DRAEGERS 200-222 EAST 4TH AVE WSW 0 - 1/8 (0.040 mi.) B42 88 Cleanup Status: COMPLETED - CASE CLOSED
HOWARD TIRE 521 B SSE 0 - 1/8 (0.049 mi.) C50 101
Cleanup Status: COMPLETED - CASE CLOSED
SAN MATEO FIRE STATI 120 ELLSWORTH WNW 1/8 - 1/4 (0.205 mi.) AG415 1040 Cleanup Status: COMPLETED - CASE CLOSED
SMB PROPERTIES 226 1ST NW 1/8 - 1/4 (0.210 mi.) AI420 1052 Cleanup Status: COMPLETED - CASE CLOSED
MILLS HOSPITAL 100 SAN MATEO WNW 1/8 - 1/4 (0.245 mi.) AH471 1193 Cleanup Status: COMPLETED - CASE CLOSED
CENTRAL CHEVRON 2 3RD WSW 1/4 - 1/2 (0.251 mi.) AL490 1267 Cleanup Status: COMPLETED - CASE CLOSED
A & A BEACON 221 EL CAMINO REAL WSW 1/4 - 1/2 (0.262 mi.) AL494 1276 1899 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 57
Cleanup Status: COMPLETED - CASE CLOSED
CENTRAL PARK SOUTH A 31 9TH AVENUE S 1/4 - 1/2 (0.289 mi.) 499 1314 Cleanup Status: COMPLETED - CASE CLOSED
BP OIL #11197 230 EL CAMINO REAL WSW 1/4 - 1/2 (0.297 mi.) AP501 1317 Cleanup Status: COMPLETED - CASE CLOSED
TOWERS ASSOCIATION 20 WEST 3RD AVE WSW 1/4 - 1/2 (0.345 mi.) AS511 1358 Cleanup Status: COMPLETED - CASE CLOSED
SHELL 94 SOUTH EL CAMINO R W 1/4 - 1/2 (0.346 mi.) AT513 1375 Cleanup Status: COMPLETED - CASE CLOSED
PENINSULA REGENT 1 BALDWIN WNW 1/4 - 1/2 (0.366 mi.) 516 1380 Cleanup Status: COMPLETED - CASE CLOSED
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ T. ENDO AUTOMOTIVE 405 4TH N 0 - 1/8 (0.032 mi.) D34 50 Cleanup Status: COMPLETED - CASE CLOSED
ARNOLD PEDERSON LUMB 400 CLAREMONT NNE 0 - 1/8 (0.062 mi.) D61 119 Cleanup Status: COMPLETED - CASE CLOSED
KENTUCKY FRIED CHICK 406 EAST THIRD AVENU NNW 0 - 1/8 (0.072 mi.) I68 126 Cleanup Status: COMPLETED - CASE CLOSED
ACCU-TUNE 435 3RD N 0 - 1/8 (0.098 mi.) I131 193
Cleanup Status: COMPLETED - CASE CLOSED
GOODYEAR TIRE & RUBB 616 B SSE 0 - 1/8 (0.102 mi.) N145 348 Cleanup Status: COMPLETED - CASE CLOSED
AT AUTO CARE 402 DELAWARE NE 0 - 1/8 (0.118 mi.) P185 412 Cleanup Status: COMPLETED - CASE CLOSED
ARCO #0515 300 DELAWARE NNE 0 - 1/8 (0.119 mi.) L193 439 Cleanup Status: COMPLETED - CASE CLOSED
JIFFY LUBE 1151 407 DELAWARE NE 1/8 - 1/4 (0.133 mi.) P230 564 Cleanup Status: COMPLETED - CASE CLOSED
IZMIRIAN ROOFING & S 207 CLAREMONT N 1/8 - 1/4 (0.142 mi.) V261 636 Cleanup Status: COMPLETED - CASE CLOSED
BP OIL #11205 609 4TH NE 1/8 - 1/4 (0.148 mi.) P275 657 Cleanup Status: COMPLETED - CASE CLOSED
CHEVRON 9-5336 602 4TH NE 1/8 - 1/4 (0.160 mi.) P299 726 Cleanup Status: COMPLETED - CASE CLOSED
SAINT MATT’S SHELL 611 E 3RD AVE NNE 1/8 - 1/4 (0.167 mi.) V331 809 Cleanup Status: COMPLETED - CASE CLOSED
UNOCAL SERVICE STATI 615 E 3RD AVE NNE 1/8 - 1/4 (0.183 mi.) Y355 839 Cleanup Status: COMPLETED - CASE CLOSED
B 2 AUTOBODY REPAIR 316 8TH SE 1/8 - 1/4 (0.192 mi.) AC383 912 Cleanup Status: COMPLETED - CASE CLOSED
REGAL 706 4TH NE 1/8 - 1/4 (0.194 mi.) AD390 934
Cleanup Status: COMPLETED - CASE CLOSED
VICTOR CATANZARO 727 3RD NNE 1/8 - 1/4 (0.235 mi.) 462 1146 Cleanup Status: COMPLETED - CASE CLOSED
WISNOMS HARDWARE 545 1ST NNW 1/8 - 1/4 (0.246 mi.) 484 1258 1900 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 58
Cleanup Status: COMPLETED - CASE CLOSED
SUNRISE CLEANERS 233 BALDWIN AVE WNW 1/4 - 1/2 (0.288 mi.) AO498 1304 Cleanup Status: OPEN - ASSESSMENT & INTERIM REMEDIAL ACTION MOBIL 99-MTE 5 NORTH SAN MATEO WNW 1/4 - 1/2 (0.316 mi.) AO503 1345 Cleanup Status: COMPLETED - CASE CLOSED
CITY OF SAN MATEO 901 3RD NNE 1/4 - 1/2 (0.328 mi.) AR506 1348 Cleanup Status: COMPLETED - CASE CLOSED
RIVENDELL III, LTD 980 S. CLAREMONT STR SE 1/4 - 1/2 (0.341 mi.) AQ509 1355 Cleanup Status: COMPLETED - CASE CLOSED
CITY OF SAN MATEO 0 3RD AVE & HUMBOLDT NNE 1/4 - 1/2 (0.409 mi.) 519 1389 Cleanup Status: COMPLETED - CASE CLOSED
NEDWICK & SON 1028 CLAREMONT SE 1/4 - 1/2 (0.423 mi.) AU520 1391 Cleanup Status: COMPLETED - CASE CLOSED
DRYCLEANERS: A list of drycleaner related facilities that have EPA ID numbers. These are facilities with certain SIC codes: power laundries, family and commercial; garment pressing and cleaners’ agents; linen supply; coin-operated laundries and cleaning; drycleaning plants except rugs; carpet and upholster cleaning; industrial launderers; laundry and garment services.
A review of the DRYCLEANERS list, as provided by EDR, has revealed that there are 5 DRYCLEANERS sites within approximately 0.25 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ WARDROBE CLEANERS 335 E 4TH AVE NNW 0 - 1/8 (0.016 mi.) A26 47 Database: DRYCLEANERS, Date of Government Version: 08/27/2021 EPA Id: CAL000292758
EPA Id: CAL000012846
BLUE SKY CLEANERS 200 2ND AVE WNW 1/8 - 1/4 (0.137 mi.) U240 597 Database: DRYCLEANERS, Date of Government Version: 08/27/2021 EPA Id: CAL000309047
EPA Id: CAL000196265
A-1 CLEANERS 17 E 4TH AVENUE SW 1/8 - 1/4 (0.230 mi.) AE448 1099 Database: DRYCLEANERS, Date of Government Version: 08/27/2021 EPA Id: CAL000229704
EPA Id: CAD981972011
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ ELENOR LEE 508 EAST 3RD AVENUE N 0 - 1/8 (0.105 mi.) L154 359 Database: DRYCLEANERS, Date of Government Version: 08/27/2021 EPA Id: CAC002903489
CARL’S CLEANERS 801 S B ST SE 1/8 - 1/4 (0.186 mi.) AC368 871 Database: DRYCLEANERS, Date of Government Version: 08/27/2021 EPA Id: CAL000342697
EPA Id: CAL000273827
1901 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 59
HIST CORTESE: The sites for the list are designated by the State Water Resource Control Board [LUST], the Integrated Waste Board [SWF/LS], and the Department of Toxic Substances Control [CALSITES]. This listing is no longer updated by the state agency.
A review of the HIST CORTESE list, as provided by EDR, and dated 04/01/2001 has revealed that there are 29 HIST CORTESE sites within approximately 0.5 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ HOWARD TIRE 521 B SSE 0 - 1/8 (0.049 mi.) C50 101
Reg Id: 41-0286
MILLBRAE SCHOOL WARE 700 LAUREL S 1/8 - 1/4 (0.165 mi.) O316 746 Reg Id: 41-1118
SAN MATEO FIRE STATI 120 ELLSWORTH WNW 1/8 - 1/4 (0.205 mi.) AG415 1040 Reg Id: 41-0258
SMB PROPERTIES 226 1ST NW 1/8 - 1/4 (0.210 mi.) AI420 1052 Reg Id: 41-0933
MILLS HOSPITAL 100 SAN MATEO WNW 1/8 - 1/4 (0.245 mi.) AH471 1193 Reg Id: 41-0911
CENTRAL CHEVRON 2 3RD WSW 1/4 - 1/2 (0.251 mi.) AL490 1267 Reg Id: 41-0130
A & A BEACON 221 EL CAMINO REAL WSW 1/4 - 1/2 (0.262 mi.) AL494 1276 Reg Id: 41-0538
BP OIL #11197 230 EL CAMINO REAL WSW 1/4 - 1/2 (0.297 mi.) AP501 1317 Reg Id: 41-0355
THE TOWERS 20 3RD WSW 1/4 - 1/2 (0.345 mi.) AS510 1357
Reg Id: 41-1227
SHELL 94 SOUTH EL CAMINO R W 1/4 - 1/2 (0.346 mi.) AT513 1375 Reg Id: 41-0517
WEST RESIDENCE 96 CHRYSTAL SPRINGS WSW 1/4 - 1/2 (0.461 mi.) AV523 1396 Reg Id: 41-1075
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ T. ENDO AUTOMOTIVE 405 4TH N 0 - 1/8 (0.032 mi.) D34 50 Reg Id: 41-0207
ARNOLD PEDERSON LUMB 400 CLAREMONT NNE 0 - 1/8 (0.062 mi.) D61 119 Reg Id: 41-0987
ACCU-TUNE 435 3RD N 0 - 1/8 (0.098 mi.) I131 193
Reg Id: 41-0003
GOODYEAR TIRE & RUBB 616 B SSE 0 - 1/8 (0.102 mi.) N145 348 Reg Id: 41-1070
AT AUTO CARE 402 DELAWARE NE 0 - 1/8 (0.118 mi.) P185 412 Reg Id: 41-0665
ARCO #0515 300 DELAWARE NNE 0 - 1/8 (0.119 mi.) L193 439 Reg Id: 41-0035
JIFFY LUBE 1151 407 DELAWARE NE 1/8 - 1/4 (0.133 mi.) P230 564 Reg Id: 41-0503
IZMIRIAN ROOFING & S 207 CLAREMONT N 1/8 - 1/4 (0.142 mi.) V261 636 Reg Id: 41-0672
BP OIL #11205 609 4TH NE 1/8 - 1/4 (0.148 mi.) P275 657 1902 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 60
Reg Id: 41-0083
CHEVRON 9-5336 602 4TH NE 1/8 - 1/4 (0.160 mi.) P299 726 Reg Id: 41-0916
TOSCO #4178 615 3RD NNE 1/8 - 1/4 (0.183 mi.) Y361 860
Reg Id: 41-1221
B 2 AUTOBODY REPAIR 316 8TH SE 1/8 - 1/4 (0.192 mi.) AC383 912 Reg Id: 41-0566
REGAL 706 4TH NE 1/8 - 1/4 (0.194 mi.) AD390 934
Reg Id: 41-0444
VICTOR CATANZARO 727 3RD NNE 1/8 - 1/4 (0.235 mi.) 462 1146 Reg Id: 41-0640
MOBIL 99-MTE 5 SAN MATEO WNW 1/4 - 1/2 (0.290 mi.) AO500 1316 Reg Id: 41-0360
CITY OF SAN MATEO 901 3RD NNE 1/4 - 1/2 (0.328 mi.) AR506 1348 Reg Id: 41-0166
RIVENDELL III, LTD 980 CLAREMONT SE 1/4 - 1/2 (0.341 mi.) AQ508 1354 Reg Id: 41-0756
Reg Id: 41-0641
NEDWICK & SON 1028 CLAREMONT SE 1/4 - 1/2 (0.423 mi.) AU520 1391 Reg Id: 41-0967
HAZNET: The data is extracted from the copies of hazardous waste manifests received each year by the DTSC. The annual volume of manifests is typically 700,000-1,000,000 annually, representing approximately 350,000-500,000 shipments. Data from non-California manifests & continuation sheets are not included at the present time. Data are from the manifests submitted without correction, and therefore many contain some invalid values for data elements such as generator ID, TSD ID, waste category, & disposal method. The source is the Department of Toxic Substance Control is the agency. This database begins with calendar year 1993.
A review of the HAZNET list, as provided by EDR, and dated 12/31/2021 has revealed that there is 1 HAZNET site within approximately 0.001 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ TALBOTS 445 S B STREET 0 - 1/8 (0.000 mi.) A5 11
GEPAID: CAL000091257
Notify 65: Listings of all Proposition 65 incidents reported to counties by the State Water Resources Control Board and the Regional Water Quality Control Board. This database is no longer updated by the reporting agency.
A review of the Notify 65 list, as provided by EDR, and dated 12/07/2022 has revealed that there are 3 Notify 65 sites within approximately 1 mile of the target property.
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ ARCO STATION #515 300 SOUTH DELAWARE NNE 0 - 1/8 (0.119 mi.) L200 482 PACIFIC INSULATION 149 SOUTH SE 1/2 - 1 (0.827 mi.) 528 1405 K MART 1700 DELAWARE SE 1/2 - 1 (0.964 mi.) 531 1427
1903 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 61
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR Hist Auto: EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches.
A review of the EDR Hist Auto list, as provided by EDR, has revealed that there are 8 EDR Hist Auto sites within approximately 0.125 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ MATTNER GULF SERVICE 400 S B ST WSW 0 - 1/8 (0.014 mi.) A18 35 LUCAS NICK A 518 SOUTH B STREET S 0 - 1/8 (0.016 mi.) A27 48 MORGAN TIRE & AUTO I 521 S B ST SSE 0 - 1/8 (0.049 mi.) C51 104 Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ BAYSHORE CAR WASH IN 400 E 4TH ST NNE 0 - 1/8 (0.025 mi.) A32 50 SHINODA SHIGEAKI SHI 500 E FOURTH AVE NE 0 - 1/8 (0.083 mi.) E97 159 PAULS FLYING A SERVI 435 THIRD AVE N 0 - 1/8 (0.098 mi.) I130 192 CONOCOPHILLIPS COMPA 402 S DELAWARE ST NE 0 - 1/8 (0.118 mi.) P192 438 RUPPELL PHILLIP A 300 S DELAWARE NNE 0 - 1/8 (0.119 mi.) L197 455 EDR Hist Cleaner: EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include dry cleaning establishments. The categories reviewed included, but were not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry, wash & dry etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches.
A review of the EDR Hist Cleaner list, as provided by EDR, has revealed that there are 8 EDR Hist Cleaner sites within approximately 0.125 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ BAMBOO WASHRITE & DR 411 S B ST 0 - 1/8 (0.000 mi.) A7 19 BLUE RIBBON CLEANER 306 E 5TH AVE SSE 0 - 1/8 (0.007 mi.) A12 32 WARDROBE CLEANERS 333 4TH AVE NNW 0 - 1/8 (0.012 mi.) A13 32 WARDROBE CLEANERS 335 E 4TH AVE NNW 0 - 1/8 (0.016 mi.) A24 45 WARDROBE CLEANERS 507 S B ST SSE 0 - 1/8 (0.026 mi.) C33 50 CARLYLE CLEANERS 420 S ELLSWORTH AVE SW 0 - 1/8 (0.066 mi.) G63 123 Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ KASBARI EDMAN 412 E 3RD AVE N 0 - 1/8 (0.073 mi.) D76 135 QUALITY CLEANERS 548 E FIFTH AV ENE 0 - 1/8 (0.095 mi.) E125 181 1904 of 11211
EXECUTIVE SUMMARY
TC7287695.2s EXECUTIVE SUMMARY 62
There were no unmapped sites in this report.
1905 of 11211
EDR Inc.
1 2 0
8 0
80 2
2 0 0
1 6 0
1 60
1 2 0
1 2 0
1 2 0
1 2 0
8 0
8 0
8 0
40 40
4 0
40 4 0
1906 of 11211
EDR Inc. 1907 of 11211
MAP FINDINGS SUMMARY
Search
Distance Target Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted
STANDARD ENVIRONMENTAL RECORDS
Lists of Federal NPL (Superfund) sites
NPL 1.000 0 0 0 0 NR 0
Proposed NPL 1.000 0 0 0 0 NR 0
NPL LIENS 1.000 0 0 0 0 NR 0
Lists of Federal Delisted NPL sites
Delisted NPL 1.000 0 0 0 0 NR 0
Lists of Federal sites subject to
CERCLA removals and CERCLA orders
FEDERAL FACILITY 0.500 0 0 0 NR NR 0
SEMS 0.500 0 0 0 NR NR 0
Lists of Federal CERCLA sites with NFRAP
SEMS-ARCHIVE 0.500 0 0 0 NR NR 0
Lists of Federal RCRA facilities
undergoing Corrective Action
CORRACTS 1.000 0 0 0 0 NR 0
Lists of Federal RCRA TSD facilities
RCRA-TSDF 0.500 0 0 0 NR NR 0
Lists of Federal RCRA generators
RCRA-LQG 0.250 0 1 NR NR NR 1
RCRA-SQG 0.250 2 14 NR NR NR 16
RCRA-VSQG 0.250 1 1 NR NR NR 2
Federal institutional controls /
engineering controls registries
LUCIS 0.500 0 0 0 NR NR 0
US ENG CONTROLS 0.500 0 0 0 NR NR 0
US INST CONTROLS 0.500 0 0 0 NR NR 0
Federal ERNS list
ERNS 0.001 0 NR NR NR NR 0
Lists of state- and tribal
(Superfund) equivalent sites
RESPONSE 1.000 0 0 0 0 NR 0
Lists of state- and tribal
hazardous waste facilities
ENVIROSTOR 1.000 2 2 3 5 NR 12
Lists of state and tribal landfills
and solid waste disposal facilities
SWF/LF 0.500 0 0 0 NR NR 0
TC7287695.2s Page 4
1908 of 11211
MAP FINDINGS SUMMARY
Search
Distance Target Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted Lists of state and tribal leaking storage tanks
LUST 0.500 16 25 30 NR NR 71
INDIAN LUST 0.500 0 0 0 NR NR 0
CPS-SLIC 0.500 2 4 4 NR NR 10
Lists of state and tribal registered storage tanks
FEMA UST 0.250 0 0 NR NR NR 0
UST 0.250 3 7 NR NR NR 10
AST 0.250 0 1 NR NR NR 1
INDIAN UST 0.250 0 0 NR NR NR 0
Lists of state and tribal voluntary cleanup sites
VCP 0.500 1 1 1 NR NR 3
INDIAN VCP 0.500 0 0 0 NR NR 0
Lists of state and tribal brownfield sites
BROWNFIELDS 0.500 0 0 0 NR NR 0
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS 0.500 0 0 0 NR NR 0
Local Lists of Landfill / Solid
Waste Disposal Sites
WMUDS/SWAT 0.500 1 0 0 NR NR 1
SWRCY 0.500 0 0 0 NR NR 0
HAULERS 0.001 0 NR NR NR NR 0
INDIAN ODI 0.500 0 0 0 NR NR 0
ODI 0.500 0 0 0 NR NR 0
DEBRIS REGION 9 0.500 0 0 0 NR NR 0
IHS OPEN DUMPS 0.500 0 0 0 NR NR 0
Local Lists of Hazardous waste /
Contaminated Sites
US HIST CDL 0.001 0 NR NR NR NR 0
HIST Cal-Sites 1.000 0 0 0 0 NR 0
SCH 0.250 0 0 NR NR NR 0
CDL 0.001 0 NR NR NR NR 0
Toxic Pits 1.000 0 0 0 0 NR 0
CERS HAZ WASTE 0.250 8 20 NR NR NR 28
US CDL 0.001 0 NR NR NR NR 0
Local Lists of Registered Storage Tanks
SWEEPS UST 0.250 7 15 NR NR NR 22
HIST UST 0.250 5 18 NR NR NR 23
CERS TANKS 0.250 2 6 NR NR NR 8
CA FID UST 0.250 4 8 NR NR NR 12
Local Land Records
LIENS 0.001 0 NR NR NR NR 0
TC7287695.2s Page 5
1909 of 11211
MAP FINDINGS SUMMARY
Search
Distance Target Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted LIENS 2 0.001 0 NR NR NR NR 0
DEED 0.500 0 0 1 NR NR 1
Records of Emergency Release Reports
HMIRS 0.001 0 NR NR NR NR 0
CHMIRS 0.001 0 NR NR NR NR 0
LDS 0.001 0 NR NR NR NR 0
MCS 0.001 0 NR NR NR NR 0
SPILLS 90 0.001 0 NR NR NR NR 0
Other Ascertainable Records
RCRA NonGen / NLR 0.250 42 46 NR NR NR 88
FUDS 1.000 0 0 0 0 NR 0
DOD 1.000 0 0 0 0 NR 0
SCRD DRYCLEANERS 0.500 0 0 0 NR NR 0
US FIN ASSUR 0.001 0 NR NR NR NR 0
EPA WATCH LIST 0.001 0 NR NR NR NR 0
2020 COR ACTION 0.250 0 0 NR NR NR 0
TSCA 0.001 0 NR NR NR NR 0
TRIS 0.001 0 NR NR NR NR 0
SSTS 0.001 0 NR NR NR NR 0
ROD 1.000 0 0 0 0 NR 0
RMP 0.001 0 NR NR NR NR 0
RAATS 0.001 0 NR NR NR NR 0
PRP 0.001 0 NR NR NR NR 0
PADS 0.001 0 NR NR NR NR 0
ICIS 0.001 0 NR NR NR NR 0
FTTS 0.001 0 NR NR NR NR 0
MLTS 0.001 0 NR NR NR NR 0
COAL ASH DOE 0.001 0 NR NR NR NR 0
COAL ASH EPA 0.500 0 0 0 NR NR 0
PCB TRANSFORMER 0.001 0 NR NR NR NR 0
RADINFO 0.001 0 NR NR NR NR 0
HIST FTTS 0.001 0 NR NR NR NR 0
DOT OPS 0.001 0 NR NR NR NR 0
CONSENT 1.000 0 0 0 0 NR 0
INDIAN RESERV 1.000 0 0 0 0 NR 0
FUSRAP 1.000 0 0 0 0 NR 0
UMTRA 0.500 0 0 0 NR NR 0
LEAD SMELTERS 0.001 0 NR NR NR NR 0
US AIRS 0.001 0 NR NR NR NR 0
US MINES 0.250 0 0 NR NR NR 0
ABANDONED MINES 0.250 0 0 NR NR NR 0
FINDS 0.001 1 NR NR NR NR 1
UXO 1.000 0 0 0 0 NR 0
DOCKET HWC 0.001 0 NR NR NR NR 0
ECHO 0.001 1 NR NR NR NR 1
FUELS PROGRAM 0.250 0 0 NR NR NR 0
PFAS NPL 0.250 0 0 NR NR NR 0
PFAS FEDERAL SITES 0.250 0 0 NR NR NR 0
PFAS TSCA 0.250 0 0 NR NR NR 0
TC7287695.2s Page 6
1910 of 11211
MAP FINDINGS SUMMARY
Search
Distance Target Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted PFAS RCRA MANIFEST 0.250 0 0 NR NR NR 0
PFAS ATSDR 0.250 0 0 NR NR NR 0
PFAS WQP 0.250 0 0 NR NR NR 0
PFAS NPDES 0.250 0 0 NR NR NR 0
PFAS ECHO 0.250 1 0 NR NR NR 1
PFAS ECHO FIRE TRAINING 0.250 0 0 NR NR NR 0
PFAS PART 139 AIRPORT 0.250 0 0 NR NR NR 0
AQUEOUS FOAM NRC 0.250 0 0 NR NR NR 0
PFAS 0.250 0 0 NR NR NR 0
AQUEOUS FOAM TP NR NR NR NR NR 0
CA BOND EXP. PLAN 1.000 0 0 0 0 NR 0
San Mateo Co. BI 0.250 1 112 154 NR NR NR 267
Cortese 0.500 9 13 13 NR NR 35
CUPA Listings 0.250 0 0 NR NR NR 0
DRYCLEANERS 0.250 2 3 NR NR NR 5
EMI 0.001 0 NR NR NR NR 0
ENF 0.001 0 NR NR NR NR 0
Financial Assurance 0.001 0 NR NR NR NR 0
ICE 0.001 0 NR NR NR NR 0
HIST CORTESE 0.500 7 12 10 NR NR 29
HWP 1.000 0 0 0 0 NR 0
HWT 0.250 0 0 NR NR NR 0
HAZNET 0.001 1 1 NR NR NR NR 2
MINES 0.250 0 0 NR NR NR 0
MWMP 0.250 0 0 NR NR NR 0
NPDES 0.001 0 NR NR NR NR 0
PEST LIC 0.001 0 NR NR NR NR 0
PROC 0.500 0 0 0 NR NR 0
Notify 65 1.000 1 0 0 2 NR 3
HAZMAT 0.250 0 0 NR NR NR 0
UIC 0.001 0 NR NR NR NR 0
UIC GEO 0.001 0 NR NR NR NR 0
WASTEWATER PITS 0.500 0 0 0 NR NR 0
WDS 0.001 0 NR NR NR NR 0
WIP 0.250 0 0 NR NR NR 0
MILITARY PRIV SITES 0.001 0 NR NR NR NR 0
PROJECT 0.001 0 NR NR NR NR 0
WDR 0.001 0 NR NR NR NR 0
CIWQS 0.001 0 NR NR NR NR 0
CERS 0.001 0 NR NR NR NR 0
NON-CASE INFO 0.001 0 NR NR NR NR 0
OTHER OIL GAS 0.001 0 NR NR NR NR 0
PROD WATER PONDS 0.001 0 NR NR NR NR 0
SAMPLING POINT 0.001 0 NR NR NR NR 0
WELL STIM PROJ 0.001 0 NR NR NR NR 0
HWTS TP 1 NR NR NR NR NR 1
MINES MRDS 0.001 0 NR NR NR NR 0
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP 1.000 0 0 0 0 NR 0
TC7287695.2s Page 7
1911 of 11211
MAP FINDINGS SUMMARY
Search
Distance Target Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted EDR Hist Auto 0.125 8 NR NR NR NR 8
EDR Hist Cleaner 0.125 8 NR NR NR NR 8
EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
RGA LF 0.001 0 NR NR NR NR 0
RGA LUST 0.001 0 NR NR NR NR 0
- Totals -- 3 247 351 62 7 0 670
NOTES:
TP = Target Property
NR = Not Requested at this Search Distance
Sites may be listed in more than one database
TC7287695.2s Page 8
1912 of 11211
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Program Category: STORMWATER
Facility Status: Inactive, non-billable
Description: STORMWATER ANNUAL FEE - INSP FREQ EVERY 2 YRS Record Id: PR0079509
Prog Element Code: STORMWATER ANNUAL INSPECTION FEE
Facility ID: FA0057305
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 401 B
Name: TOMATINA
San Mateo Co. BI:
Site 1 of 31 in cluster A
Actual:
29 ft.
Property SAN MATEO, CA 94401
Target 401 B N/A
A1 TOMATINA San Mateo Co. BI S123183854
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: CROSBY & OVERTON
TSDF EPA ID: CAD028409019
Trans 2 Name: ENVIRONMENTAL LOGISTICS INC
Trans 2 EPA ID: CAR000217513
Trans Name: JANUS CORPORATION
Trans EPA ID: CAL000190758
Manifest ID: 010808484JJK
Receipt Date: 20140821
Creation Date: 11/3/2014 22:14:33
Shipment Date: 20140808
Gen EPA ID: CAC002779590
Year: 2014
Additional Info:
Tons: 0.07
Treatment/Reovery (H010-H129) Or (H131-H135)
Disposal Method: H141 - Storage, Bulking, And/Or Transfer Off Site--No CA Waste Code: 352 - Other organic solids
TSD EPA ID: CAD028409019
Gepaid: CAC002779590
Year: 2014
Mailing Address: 22590 SAN JUAN RD
Mailing Name: Not reported
Telephone: 4085683957
Contact: BRUCE D BEISER
City,State,Zip: SAN MATEO, CA 944014118
Address 2: Not reported
Address: 401 S B ST
Name: BEISER SURVIVOR TRUST DATED FEB 17, 2010, BRUCE BEISER, TRUSTEE HAZNET:
Site 2 of 31 in cluster A
Actual:
29 ft.
Property SAN MATEO, CA 94401
Target 401 S B ST HWTS N/A
A2 BEISER SURVIVOR TRUST DATED FEB 17, 2010, BRUCE BE S118217259 HAZNET TC7287695.2s Page 9
1913 of 11211
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Facility Zip: 944014118
Facility State: CA
Facility County: Not reported
Facility City: SAN MATEO
Facility Address 2: Not reported
Facility Address: 401 S B ST
Facility Name: BEISER SURVIVOR TRUST DATED FEB 17, 2010, BRUCE BEISER, TRUSTEE Inactive Date: 2014-10-22 18:33:30.28000
Issued EPA ID Date: 2014-07-23 18:33:30.30700
NAICS Description: Lessors of Nonresidential Buildings (except Miniwarehouses) NAICS Code: 53112
Create Date: 2014-07-23 18:33:30.293
EPA ID: CAC002779590
NAICS:
Longitude: -122.321519
Latitude: 37.564754
Category: STATE
Facility Type: TEMPORARY
Facility Status: Inactive
City,State,Zip: CUPERTINO, CA 950143936
Contact Address 2: Not reported
Contact Address: 22590 SAN JUAN RD
Contact Name: BRUCE D BEISER
Owner City,State,Zip: CUPERTINO, CA 950143936
Owner Address 2: Not reported
Owner Address: 22590 SAN JUAN RD
Owner Name: BEISER SURVIVOR TRUST
Mailing City,State,Zip: CUPERTINO, CA 950143936
Mailing Address 2: Not reported
Mailing Address: 22590 SAN JUAN RD
Mailing Name: Not reported
Last Act Date: Not reported
Create Date: 07/23/2014
Inactive Date: 10/22/2014
EPA ID: CAC002779590
City,State,Zip: SAN MATEO, CA 94401
Address 2: Not reported
Address: 401 S B ST
Name: BEISER SURVIVOR TRUST DATED FEB 17, 2010, BRUCE BEISER, TRUSTEE HWTS:
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: P
Waste Quantity: 140
Quantity Tons: 0.07
Treatment/Reovery (H010-H129) Or (H131-H135)
Meth Code: H141 - Storage, Bulking, And/Or Transfer Off Site--No RCRA Code: Not reported
Waste Code Description: 352 - Other organic solids
BEISER SURVIVOR TRUST DATED FEB 17, 2010, BRUCE BEISER, TRUS (Continued) S118217259 TC7287695.2s Page 10
1914 of 11211
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Program Category: STORMWATER
Facility Status: Inactive, non-billable
Description: STORMWATER ANNUAL FEE - INSP FREQ EVERY 2 YRS Record Id: PR0069567
Prog Element Code: STORMWATER ANNUAL INSPECTION FEE
Facility ID: FA0036947
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 407 B
Name: YOGURTOUILLE
San Mateo Co. BI:
Site 3 of 31 in cluster A
1 ft.
Relative:
Higher
Actual:
31 ft.
< 1/8 SAN MATEO, CA 94401
407 B N/A
A3 YOGURTOUILLE San Mateo Co. BI S123182275
Program Category: STORMWATER
Facility Status: Inactive, non-billable
Description: STORMWATER ANNUAL FEE - INSP FREQ EVERY 5 YRS Record Id: PR0072451
Prog Element Code: 3095
Facility ID: FA0052226
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 415 B
Name: TALBOTS CYCLERY
Program Category: HAZARDOUS WASTE PROGRAM
Facility Status: Inactive, non-billable
Description: GENERATES <27 GAL/YEAR
Record Id: PR0072450
Prog Element Code: GENERATES <27 GAL/YEAR
Facility ID: FA0052226
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 415 B
Name: TALBOTS CYCLERY
San Mateo Co. BI:
Site 4 of 31 in cluster A
1 ft.
Relative:
Higher
Actual:
30 ft.
< 1/8 SAN MATEO, CA 94401
415 B N/A
A4 TALBOTS CYCLERY San Mateo Co. BI S119781675
City,State,Zip: SAN MATEO, CA 944010000
Address 2: Not reported
Address: 445 S B STREET
Name: TALBOTS
HAZNET:
Site 5 of 31 in cluster A
1 ft.
Relative:
Higher
Actual:
29 ft.
< 1/8 SAN MATEO, CA 94401
445 S B STREET HWTS N/A
A5 TALBOTS HAZNET S113055960
TC7287695.2s Page 11
1915 of 11211
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Tons: 0.036
Disposal Method: H020 - Solvents Recovery
CA Waste Code: 214 - Unspecified solvent mixture
TSD EPA ID: CAD093459485
Gepaid: CAL000091257
Year: 2007
Tons: 0.036
Disposal Method: -
CA Waste Code: 214 - Unspecified solvent mixture
TSD EPA ID: CAD093459485
Gepaid: CAL000091257
Year: 2008
Tons: 0.054
Treatment/Reovery (H010-H129) Or (H131-H135)
Disposal Method: H141 - Storage, Bulking, And/Or Transfer Off Site--No CA Waste Code: 214 - Unspecified solvent mixture
TSD EPA ID: CAD093459485
Gepaid: CAL000091257
Year: 2008
Tons: 0.073
Disposal Method: H061 - Fuel Blending Prior To Energy Recovery At Another Site CA Waste Code: 214 - Unspecified solvent mixture
TSD EPA ID: TXD077603371
Gepaid: CAL000091257
Year: 2009
Tons: 0.0756
Treatment/Reovery (H010-H129) Or (H131-H135)
Disposal Method: H141 - Storage, Bulking, And/Or Transfer Off Site--No CA Waste Code: 214 - Unspecified solvent mixture
TSD EPA ID: CAD093459485
Gepaid: CAL000091257
Year: 2009
Tons: 0.045
Disposal Method: H061 - Fuel Blending Prior To Energy Recovery At Another Site CA Waste Code: 252 - Other still bottom waste
TSD EPA ID: TXD077603371
Gepaid: CAL000091257
Year: 2010
Tons: 0.0714
Treatment/Reovery (H010-H129) Or (H131-H135)
Disposal Method: H141 - Storage, Bulking, And/Or Transfer Off Site--No percent
CA Waste Code: 134 - Aqueous solution with total organic residues less than 10 TSD EPA ID: CA0000084517
Gepaid: CAL000091257
Year: 2010
Mailing Address: 445 S B ST
Mailing Name: Not reported
Telephone: 6503420184
Contact: GARY MOORE-PRESIDENT
TALBOTS (Continued) S113055960
TC7287695.2s Page 12
1916 of 11211
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Year: 2009
Additional Info:
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 17
Quantity Tons: 0.0714
Treatment/Reovery (H010-H129) Or (H131-H135)
Meth Code: H141 - Storage, Bulking, And/Or Transfer Off Site--No RCRA Code: Not reported
Waste Code Description: 134 - Aqueous solution with <10% total organic residues TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: SAFETY-KLEEN SYSTEMS INC
TSDF EPA ID: CA0000084517
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: SAFETY-KLEEN SYSTEMS INC
Trans EPA ID: TXR000050930
Manifest ID: 003279752FLE
Receipt Date: 20100422
Creation Date: 8/3/2010 18:30:27
Shipment Date: 20100419
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: D006
Additional Code 1: D007
Quantity Unit: P
Waste Quantity: 90
Quantity Tons: 0.045
Meth Code: H061 - Fuel Blending Prior To Energy Recovery At Another Site RCRA Code: D008
material containing PCBs
Waste Code Description: 252 - Oher still bottom waste 261 Polychlorinated biphenyls and TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: SAFETY-KLEEN SYSTEMS INC
TSDF EPA ID: TXD077603371
Trans 2 Name: TRIAD
Trans 2 EPA ID: OKD981588791
Trans Name: SAFETY-KLEEN SYSTEMS INC
Trans EPA ID: TXR000050930
Manifest ID: 003314763FLE
Receipt Date: 20100726
Creation Date: 1/24/2011 18:30:44
Shipment Date: 20100712
Gen EPA ID: CAL000091257
Year: 2010
Additional Info:
TALBOTS (Continued) S113055960
TC7287695.2s Page 13
1917 of 11211
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Trans 2 EPA ID: OKD981588791
Trans Name: SAFETY-KLEEN SYSTEMS INC
Trans EPA ID: TXR000050930
Manifest ID: 001954745SKS
Receipt Date: 20090728
Creation Date: 12/8/2009 18:30:09
Shipment Date: 20090707
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: P
Waste Quantity: 41
Quantity Tons: 0.0205
Meth Code: H061 - Fuel Blending Prior To Energy Recovery At Another Site RCRA Code: Not reported
Waste Code Description: 214 - Unspecified solvent mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: SAFETY-KLEEN SYSTEMS INC
TSDF EPA ID: TXD077603371
Trans 2 Name: TRIAD
Trans 2 EPA ID: OKD981588791
Trans Name: SAFETY-KLEEN SYSTEMS INC
Trans EPA ID: TXR000050930
Manifest ID: 002017914SKS
Receipt Date: 20091012
Creation Date: 4/12/2010 18:30:17
Shipment Date: 20090929
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: P
Waste Quantity: 50
Quantity Tons: 0.025
Meth Code: H061 - Fuel Blending Prior To Energy Recovery At Another Site RCRA Code: Not reported
Waste Code Description: 214 - Unspecified solvent mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: SAFETY-KLEEN SYSTEMS INC
TSDF EPA ID: TXD077603371
Trans 2 Name: TRIAD
Trans 2 EPA ID: OKD981588791
Trans Name: SAFETY-KLEEN SYSTEMS INC
Trans EPA ID: TXR000050930
Manifest ID: 002155831SKS
Receipt Date: 20100118
Creation Date: 7/20/2010 18:30:08
Shipment Date: 20091229
Gen EPA ID: CAL000091257
TALBOTS (Continued) S113055960
TC7287695.2s Page 14
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Elevation Site Database(s) EPA ID Number
Meth Code: H141 - Storage, Bulking, And/Or Transfer Off Site--No RCRA Code: Not reported
Waste Code Description: 214 - Unspecified solvent mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: SAFETY-KLEEN SYSTEMS INC
TSDF EPA ID: CAD093459485
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: SAFETY-KLEEN SYSTEMS INC
Trans EPA ID: TXR000050930
Manifest ID: 001686542SKS
Receipt Date: 20090120
Creation Date: 3/9/2009 18:30:30
Shipment Date: 20090107
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 8
Quantity Tons: 0.0288
Treatment/Reovery (H010-H129) Or (H131-H135)
Meth Code: H141 - Storage, Bulking, And/Or Transfer Off Site--No RCRA Code: Not reported
Waste Code Description: 214 - Unspecified solvent mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: SAFETY-KLEEN SYSTEMS INC
TSDF EPA ID: CAD093459485
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: SAFETY-KLEEN SYSTEMS INC
Trans EPA ID: TXR000050930
Manifest ID: 001750957SKS
Receipt Date: 20090409
Creation Date: 5/11/2009 18:30:21
Shipment Date: 20090331
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: P
Waste Quantity: 55
Quantity Tons: 0.0275
Meth Code: H061 - Fuel Blending Prior To Energy Recovery At Another Site RCRA Code: Not reported
Waste Code Description: 214 - Unspecified solvent mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: SAFETY-KLEEN SYSTEMS INC
TSDF EPA ID: TXD077603371
Trans 2 Name: TRIAD TRANSPORT INC
TALBOTS (Continued) S113055960
TC7287695.2s Page 15
1919 of 11211
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Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Quantity Unit: G
Waste Quantity: 10
Quantity Tons: 0.036
Meth Code: - Not reported
RCRA Code: Not reported
Waste Code Description: 214 - Unspecified solvent mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: SAFETY-KLEEN SYSTEMS INC
TSDF EPA ID: CAD093459485
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: SAFETY-KLEEN SYSTEMS INC
Trans EPA ID: TXR000050930
Manifest ID: 001209040SKS
Receipt Date: 20080701
Creation Date: 8/8/2008 18:30:37
Shipment Date: 20080617
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 8
Quantity Tons: 0.0288
Treatment/Reovery (H010-H129) Or (H131-H135)
Meth Code: H141 - Storage, Bulking, And/Or Transfer Off Site--No RCRA Code: Not reported
Waste Code Description: 214 - Unspecified solvent mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: SAFETY-KLEEN SYSTEMS INC
TSDF EPA ID: CAD093459485
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: SAFETY-KLEEN SYSTEMS INC
Trans EPA ID: TXR000050930
Manifest ID: 001282424SKS
Receipt Date: 20081027
Creation Date: 11/18/2008 18:30:24
Shipment Date: 20081015
Gen EPA ID: CAL000091257
Year: 2008
Additional Info:
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 13
Quantity Tons: 0.0468
Treatment/Reovery (H010-H129) Or (H131-H135)
TALBOTS (Continued) S113055960
TC7287695.2s Page 16
1920 of 11211
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Elevation Site Database(s) EPA ID Number
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 10
Quantity Tons: 0.036
Meth Code: H020 - Solvents Recovery
RCRA Code: Not reported
Waste Code Description: 214 - Unspecified solvent mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: SAFETY-KLEEN SYSTEMS INC
TSDF EPA ID: CAD093459485
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: SAFETY-KLEEN SYSTEMS INC
Trans EPA ID: TXR000050930
Manifest ID: 000087003SKS
Receipt Date: 20071011
Creation Date: 1/9/2008 18:30:28
Shipment Date: 20071002
Gen EPA ID: CAL000091257
Year: 2007
Additional Info:
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 7
Quantity Tons: 0.0252
Treatment/Reovery (H010-H129) Or (H131-H135)
Meth Code: H141 - Storage, Bulking, And/Or Transfer Off Site--No RCRA Code: Not reported
Waste Code Description: 214 - Unspecified solvent mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: SAFETY-KLEEN SYSTEMS INC
TSDF EPA ID: CAD093459485
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: SAFETY-KLEEN SYSTEMS INC
Trans EPA ID: TXR000050930
Manifest ID: 000744699SKS
Receipt Date: 20080129
Creation Date: 3/28/2008 18:30:25
Shipment Date: 20080114
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
TALBOTS (Continued) S113055960
TC7287695.2s Page 17
1921 of 11211
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Facility Zip: 944010000
Facility State: CA
Facility County: Not reported
Facility City: SAN MATEO
Facility Address 2: Not reported
Facility Address: 445 S B STREET
Facility Name: TALBOTS
Inactive Date: 2016-11-04 00:00:00
Issued EPA ID Date: 1993-09-30 00:00:00
NAICS Description: Motorcycle, Bicycle, and Parts Manufacturing NAICS Code: 336991
Create Date: 2003-03-14 13:16:46.000
EPA ID: CAL000091257
NAICS:
Longitude: -122.321831
Latitude: 37.565016
Category: STATE
Facility Type: PERMANENT
Facility Status: Inactive
City,State,Zip: SAN MATEO, CA 94401
Contact Address 2: Not reported
Contact Address: 415 SOUTH B ST
Contact Name: GARY MOORE
Owner City,State,Zip: SAN MATEO, CA 944010000
Owner Address 2: Not reported
Owner Address: 415 SOUTH B ST
Owner Name: GARY MOORE
Mailing City,State,Zip: SAN MATEO, CA 944010000
Mailing Address 2: Not reported
Mailing Address: 415 S B ST
Mailing Name: Not reported
Last Act Date: Not reported
Create Date: 09/30/1993
Inactive Date: 11/04/2016
EPA ID: CAL000091257
City,State,Zip: SAN MATEO, CA 94401
Address 2: Not reported
Address: 445 S B STREET
Name: TALBOTS
HWTS:
Additional Code 5: Not reported
TALBOTS (Continued) S113055960
RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System:
Click Here for FRS Facility Detail Report:
Registry ID: 110070424419
FINDS:
Site 6 of 31 in cluster A
1 ft.
Relative:
Higher
Actual:
30 ft.
< 1/8 SAN MATEO, CA 94401
415 S B STREET ECHO N/A
A6 TALBOTS CYCLERY OF SAN MATEO INC DBA TALBOT’S CYCL 1024636032 FINDS TC7287695.2s Page 18
1922 of 11211
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City,State,Zip: SAN MATEO, CA 94401
Address: 415 S B STREET
Name: TALBOTS CYCLERY OF SAN MATEO INC DBA TALBOT’S CYCLERY DFR URL: http://echo.epa.gov/detailed-facility-report?fid=110070424419 Registry ID: 110070424419
Envid: 1024636032
ECHO:
additional FINDS: detail in the EDR Site Report.
Click this hyperlink while viewing on your computer to access corrective action activities required under RCRA.
program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of TALBOTS CYCLERY OF SAN MATEO INC DBA TALBOT’S CYCLERY (Continued) 1024636032 2009 BAMBOO WASHRITE & DRY CLEANERS Drycleaning Plants, Except Rugs 2008 BAMBOO WASHRITE & DRY CLEANERS Drycleaning Plants, Except Rugs 2007 BAMBOO WASHRITE & DRY CLEANERS Drycleaning Plants, Except Rugs 2006 BAMBOO WASHRITE & DRY CLEANERS Drycleaning Plants, Except Rugs 2005 BAMBOO WASHRITE & DRY CLEANERS Drycleaning Plants, Except Rugs 2004 BAMBOO WASHRITE & DRY CLEANERS Drycleaning Plants, Except Rugs 2003 BAMBOO WASHRITE & DRY CLEANERS Drycleaning Plants, Except Rugs 2002 BAMBOO WASHRITE & DRY CLEANERS Drycleaning Plants, Except Rugs 2001 BAMBOO WASHRITE & DRY CLEANERS Drycleaning Plants, Except Rugs 2000 BAMBOO WASHRITE & DRY CLEANERS Drycleaning Plants, Except Rugs 1999 BAMBOO WASHRITE & DRY CLEANERS Drycleaning Plants, Except Rugs 1998 BAMBOO WASHRITE & DRY CLEANERS Drycleaning Plants, Except Rugs 1997 BAMBOO WASHRITE & DRY CLEANERS Drycleaning Plants, Except Rugs 1996 BAMBOO WASHRITE & DRY CLEANERS Drycleaning Plants, Except Rugs 1995 BAMBOO WASHRITE & DRY CLEANERS Drycleaning Plants, Except Rugs 1994 BAMBOO WASHRITE & DRY CLEANERS Drycleaning Plants, Except Rugs 1993 BAMBOO WASHRITE & DRY CLEANERS Drycleaning Plants, Except Rugs 1992 BAMBOO WASHRITE & DRY CLEANERS Drycleaning Plants, Except Rugs 1987 MC SWANSON CLEMENT S Power Laundries, Family And Commercial Year: Name: Type:
EDR Hist Cleaner
Site 7 of 31 in cluster A
1 ft.
Relative:
Higher
Actual:
31 ft.
< 1/8 SAN MATEO, CA 94401
411 S B ST N/A
A7 BAMBOO WASHRITE & DRY CLEANERS 1018626953 EDR Hist Cleaner Facility ID: 41720094
City,State,Zip: SAN MATEO, CA 94401
Address: 344 4TH AVE
Name: WARDROBE CLEANERS
ENVIROSTOR:
Site 8 of 31 in cluster A
1 ft.
Relative:
Higher
Actual:
29 ft.
< 1/8 SAN MATEO, CA 94401
344 4TH AVE N/A
A8 WARDROBE CLEANERS ENVIROSTOR S118756936
TC7287695.2s Page 19
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Schedule Revised Date: Not reported
Schedule Due Date: Not reported
Schedule Document Type: Not reported
Schedule Sub Area Name: Not reported
Schedule Area Name: Not reported
Future Due Date: Not reported
Future Document Type: Not reported
Future Sub Area Name: Not reported
Future Area Name: Not reported
Determination Memorandum).
investigation concluded no action required (see No Action Comments: Preliminary endangerment assessment recommended. Further Completed Date: 09/15/2003
Completed Document Type: Site Screening
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: FACILITY IDENTIFIED ACTIVE SITE ID’D BY DRIVE BY Completed Date: 10/15/1980
Completed Document Type: * Discovery
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Completed Info:
Alias Type: Envirostor ID Number
Alias Name: 41720094
Alias Type: GeoTracker Global ID
Alias Name: T10000009149
Potential Description: OTH, SOIL
Confirmed COC: 31000-NO
Potential COC: NONE SPECIFIED No Contaminants found
Past Use: DRY CLEANING, MACHINE SHOP, VEHICLE MAINTENANCE APN: NONE SPECIFIED
Longitude: -122.3213
Latitude: 37.5649
Funding: Not reported
Site Mgmt Req: NONE SPECIFIED
Restricted Use: NO
Special Program: Not reported
Senate: 13
Assembly: 22
Division Branch: Cleanup Berkeley
Supervisor: Denise Tsuji
Program Manager: Not reported
Lead Agency: SAN MATEO COUNTY
Regulatory Agencies: SAN MATEO COUNTY
NPL: NO
Acres: 0.03
Site Type Detailed: Evaluation
Site Type: Evaluation
Site Code: Not reported
Status Date: 09/15/2003
Status: No Action Required
WARDROBE CLEANERS (Continued) S118756936
TC7287695.2s Page 20
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Institutional Control Indicator: No
Environmental Control Indicator: No
Corrective Action Priority Ranking: No NCAPS ranking
Non-TSDFs Where RCRA CA has Been Imposed Universe: No
Subject to Corrective Action Universe: No
202 GPRA Corrective Action Baseline: No
2018 GPRA Renewals Baseline: Not on the Baseline
2018 GPRA Permit Baseline: Not on the Baseline
Sub-Part K Indicator: Not reported
Hazardous Secondary Material Indicator: N
Federal Facility Indicator: Not reported
Active Site State-Reg Handler: ---
Federal Universal Waste: No
Universal Waste Destination Facility: Yes
Universal Waste Indicator: Yes
Off-Site Waste Receipt: No
Underground Injection Control: No
Smelting Melting and Refining Furnace Exemption: No
Small Quantity On-Site Burner Exemption: No
Recycler Activity with Storage: No
Transfer Facility Activity: No
Transporter Activity: No
Mixed Waste Generator: No
Importer Activity: No
Short-Term Generator Activity: No
Operator Type: Other
Operator Name: Gary Moore
Owner Type: Other
Owner Name: Gary Moore
Mailing City,State,Zip: SAN MATEO, CA 94401-0000
Mailing Address: 415 S B ST
State District: Not reported
State District Owner: Not reported
Active Site Indicator: Handler Activities
Accessibility: Not reported
Biennial Report Cycle: Not reported
Non-Notifier: Not reported
Federal Waste Generator Description: Not a generator, verified Land Type: Not reported
EPA Region: 09
Contact Title: Not reported
Contact Email: [email protected]
Contact Fax: 000-000-0000
Contact Telephone: 650-931-1820
Contact City,State,Zip: SAN MATEO, CA 94401
Contact Address: 415 SOUTH B ST
Contact Name: GARY MOORE
EPA ID: CAL000422172
Handler City,State,Zip: SAN MATEO, CA 94401-0000
Handler Address: 415 S B STREET
Handler Name: Talbots Cyclery Of San Mateo Inc Dba Talbot’S Cyclery Date Form Received by Agency: 20161116
RCRA Listings:
Site 9 of 31 in cluster A
1 ft.
Relative:
Higher
Actual:
30 ft.
< 1/8 SAN MATEO, CA 94401
415 S B STREET CAL000422172
A9 TALBOTS CYCLERY OF SAN MATEO INC DBA TALBOT’S CYCL 1024857160 RCRA NonGen / NLR TC7287695.2s Page 21
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Electronic Manifest Broker: Not reported
Non Storage Recycler Activity: Not reported
Current Record: Yes
Spent Lead Acid Battery Exporter: No
Spent Lead Acid Battery Importer: No
Recognized Trader Exporter: No
Recognized Trader Importer: No
Large Quantity Handler of Universal Waste: No
State District Owner: Not reported
Federal Waste Generator Description: Not a generator, verified Handler Name: TALBOTS CYCLERY OF SAN MATEO INC DBA TALBOT’S CYCLERY Receive Date: 20161116
Historic Generators:
Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 650-931-1820
Owner/Operator City,State,Zip: SAN MATEO, CA 94401
Owner/Operator Address: 415 SOUTH B ST
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Other
Owner/Operator Name: GARY MOORE
Owner/Operator Indicator: Operator
Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 650-931-8120
Owner/Operator City,State,Zip: SAN MATEO, CA 94401-0000 Owner/Operator Address: 415 SOUTH B ST
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Other
Owner/Operator Name: GARY MOORE
Owner/Operator Indicator: Owner
Handler - Owner Operator:
Sub-Part P Indicator: No
Manifest Broker: No
Recycler Activity Without Storage: No
Exporter of Spent Lead Acid Batteries: No
Importer of Spent Lead Acid Batteries: No
Recognized Trader-Exporter: No
Recognized Trader-Importer: No
Handler Date of Last Change: 20180907
Financial Assurance Required: Not reported
Significant Non-Complier With a Compliance Schedule Universe: No Addressed Significant Non-Complier Universe: No
Unaddressed Significant Non-Complier Universe: No
Significant Non-Complier Universe: No
Groundwater Controls Indicator: N/A
Human Exposure Controls Indicator: N/A
TALBOTS CYCLERY OF SAN MATEO INC DBA TALBOT’S CYCLERY (Continued) 1024857160 TC7287695.2s Page 22
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Evaluations: No Evaluations Found
Evaluation Action Summary:
Violations: No Violations Found
Facility Has Received Notices of Violations:
NAICS Description: SPORTING GOODS STORES
NAICS Code: 45111
List of NAICS Codes and Descriptions:
TALBOTS CYCLERY OF SAN MATEO INC DBA TALBOT’S CYCLERY (Continued) 1024857160 Universal Waste Indicator: No
Off-Site Waste Receipt: No
Underground Injection Control: No
Smelting Melting and Refining Furnace Exemption: No
Small Quantity On-Site Burner Exemption: No
Recycler Activity with Storage: No
Transfer Facility Activity: No
Transporter Activity: No
Mixed Waste Generator: No
Importer Activity: No
Short-Term Generator Activity: No
Operator Type: Other
Operator Name: Carole Tringali
Owner Type: Other
Owner Name: Sunstate Equipment
Mailing City,State,Zip: PHOENIX, AZ 85034
Mailing Address: 5552 E WASHINGTON ST
State District: Not reported
State District Owner: Not reported
Active Site Indicator: Not reported
Accessibility: Not reported
Biennial Report Cycle: Not reported
Non-Notifier: Not reported
Federal Waste Generator Description: Not a generator, verified Land Type: Not reported
EPA Region: 09
Contact Title: Not reported
Contact Email: [email protected]
Contact Fax: Not reported
Contact Telephone: 602-683-0381
Contact City,State,Zip: PHOENIX, AZ 85034
Contact Address: 5552 E WASHINGTON ST
Contact Name: CAROLE TRINGALI
EPA ID: CAC003205091
Handler City,State,Zip: SAN MATEO, CA 94402
Handler Address: 400 E 5TH AVE
Handler Name: Sunstate Equipment Co Llc
Date Form Received by Agency: 20221118
RCRA Listings:
29 ft. Site 10 of 31 in cluster A
0.005 mi.
Relative:
Lower
Actual:
28 ft.
< 1/8 SAN MATEO, CA 94402
East 400 E 5TH AVE CAC003205091
A10 SUNSTATE EQUIPMENT CO LLC RCRA NonGen / NLR 1027513383 TC7287695.2s Page 23
1927 of 11211
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Elevation Site Database(s) EPA ID Number
Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 602-683-0381
Owner/Operator City,State,Zip: PHOENIX, AZ 85034
Owner/Operator Address: 5552 E WASHINGTON ST
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Other
Owner/Operator Name: SUNSTATE EQUIPMENT
Owner/Operator Indicator: Owner
Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 602-683-0381
Owner/Operator City,State,Zip: PHOENIX, AZ 85034
Owner/Operator Address: 5552 E WASHINGTON ST
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Other
Owner/Operator Name: CAROLE TRINGALI
Owner/Operator Indicator: Operator
Handler - Owner Operator:
Sub-Part P Indicator: No
Manifest Broker: No
Recycler Activity Without Storage: No
Exporter of Spent Lead Acid Batteries: No
Importer of Spent Lead Acid Batteries: No
Recognized Trader-Exporter: No
Recognized Trader-Importer: No
Handler Date of Last Change: 20221121
Financial Assurance Required: Not reported
Significant Non-Complier With a Compliance Schedule Universe: No Addressed Significant Non-Complier Universe: No
Unaddressed Significant Non-Complier Universe: No
Significant Non-Complier Universe: No
Groundwater Controls Indicator: N/A
Human Exposure Controls Indicator: N/A
Institutional Control Indicator: No
Environmental Control Indicator: No
Corrective Action Priority Ranking: No NCAPS ranking
Non-TSDFs Where RCRA CA has Been Imposed Universe: No
Subject to Corrective Action Universe: No
202 GPRA Corrective Action Baseline: No
2018 GPRA Renewals Baseline: Not on the Baseline
2018 GPRA Permit Baseline: Not on the Baseline
Sub-Part K Indicator: Not reported
Hazardous Secondary Material Indicator: N
Federal Facility Indicator: Not reported
Active Site State-Reg Handler: ---
Federal Universal Waste: No
Universal Waste Destination Facility: No
SUNSTATE EQUIPMENT CO LLC (Continued) 1027513383
TC7287695.2s Page 24
1928 of 11211
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Elevation Site Database(s) EPA ID Number
Evaluations: No Evaluations Found
Evaluation Action Summary:
Violations: No Violations Found
Facility Has Received Notices of Violations:
LEASING
NAICS Description: CONSTRUCTION, MINING, AND FORESTRY MACHINERY AND EQUIPMENT RENTAL AND NAICS Code: 532412
List of NAICS Codes and Descriptions:
Electronic Manifest Broker: No
Non Storage Recycler Activity: No
Current Record: Yes
Spent Lead Acid Battery Exporter: No
Spent Lead Acid Battery Importer: No
Recognized Trader Exporter: No
Recognized Trader Importer: No
Large Quantity Handler of Universal Waste: No
State District Owner: Not reported
Federal Waste Generator Description: Not a generator, verified Handler Name: SUNSTATE EQUIPMENT CO LLC
Receive Date: 20221118
Historic Generators:
SUNSTATE EQUIPMENT CO LLC (Continued) 1027513383
Latitude: 37.56522
Funding: Responsible Party
Site Mgmt Req: NONE SPECIFIED
Restricted Use: NO
Special Program: Voluntary Agreement - Standard Voluntary Agreement Senate: , 13
Assembly: , 22
Division Branch: Cleanup Berkeley
Supervisor: Whitney Smith
Program Manager: Parag Shah
Lead Agency: SMBRP
Regulatory Agencies: SMBRP
NPL: NO
Acres: 2.4
Site Type Detailed: Voluntary Agreement
Site Type: Voluntary Cleanup
Site Code: 202309
Status Date: 04/20/2020
Status: Active
Facility ID: 60002987
City,State,Zip: SAN MATEO, CA 94401
Address: 400 EAST 5TH AVENUE, 480 EAST 4TH AVENUE
Name: DOWNTOWN SAN MATEO OPPORTUNITY SITES
ENVIROSTOR:
29 ft. Site 11 of 31 in cluster A
0.005 mi.
Relative:
Lower
Actual:
28 ft.
< 1/8 SAN MATEO, CA 94401
East 400 EAST 5TH AVENUE, 480 EAST 4TH AVENUE N/A VCP
A11 DOWNTOWN SAN MATEO OPPORTUNITY SITES S127611052 ENVIROSTOR TC7287695.2s Page 25
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Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Not reported
Completed Date: 06/29/2021
Completed Document Type: Public Notice
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Not reported
Completed Date: 09/17/2021
Completed Document Type: Annual Oversight Cost Estimate Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Associates Archaeological Consultants.
Comments: DTSC contacted local tribes previously contacted by Holman & Completed Date: 09/10/2021
Completed Document Type: Request for Tribal Outreach
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
San Mateo as the lead CEQA agency.
Comments: Initial Study/Mitigated Negative Declaration prepared by the City of Completed Date: 09/22/2021
Completed Document Type: CEQA - Initial Study/ Mitigated Neg. Dec. (MND) Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Statement of Findings prepared by DTSC.
Completed Date: 09/22/2021
Completed Document Type: CEQA - Initial Study/ Mitigated Neg. Dec. (MND) Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Notice of Determination prepared by DTSC.
Completed Date: 09/22/2021
Completed Document Type: CEQA - Initial Study/ Mitigated Neg. Dec. (MND) Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Completed Info:
Alias Type: Envirostor ID Number
Alias Name: 60002987
Alias Type: Project Code (Site Code)
Alias Name: 202309
Alias Type: APN
Alias Name: 034183060
Alias Type: APN
Alias Name: 033281140
Alias Type: Alternate Name
Alias Name: Kiku Crossing
Potential Description: SOIL, SV
Confirmed COC: Arsenic Benzene Lead Tetrachloroethylene (PCE Potential COC: Arsenic Benzene Lead Tetrachloroethylene (PCE Past Use: MANUFACTURING - LUMBER/WOOD PRODUCTS, UNDERGROUND STORAGE TANKS APN: 033281140, 034183060
Longitude: -122.3200
DOWNTOWN SAN MATEO OPPORTUNITY SITES (Continued) S127611052 TC7287695.2s Page 26
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Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
investigation within the 480 East 4th Avenue property.
Comments: DTSC approved RP’s work plan to initiate supplemental soil vapor Completed Date: 08/12/2020
Completed Document Type: Supplemental Site Investigation Workplan Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Community Profile of the Kiku Crossing Site area.
Completed Date: 09/20/2021
Completed Document Type: Community Profile
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Removal Action Work Plan.
Comments: Please see Appendix A for the Supporting Technical Memorandum to the Completed Date: 09/22/2021
Completed Document Type: Technical Report
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Not reported
Completed Date: 07/20/2020
Completed Document Type: Site Characterization Report
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
6/29/2021.
Comments: Public Notice was published in the San Jose Mercury Newspaper on Completed Date: 06/29/2021
Completed Document Type: Public Notice
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
discussed in Appendix A.
of impacted lead. Voluntary vapor intrusion measures are also Comments: Removal Action Work Plan describing excavation and off-Site disposal Completed Date: 09/22/2021
Completed Document Type: Removal Action Workplan
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Phase I ESA conducted by AEI. Site characterization with be required.
Completed Date: 07/31/2018
Completed Document Type: Phase 1
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
notes on compliance with State and local traffic laws.
Comments: Traffic management plan outlining off-Site soil disposal routes and Completed Date: 09/21/2021
Completed Document Type: Other Report
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Not reported
Completed Date: 04/12/2021
Completed Document Type: Standard Voluntary Agreement
DOWNTOWN SAN MATEO OPPORTUNITY SITES (Continued) S127611052 TC7287695.2s Page 27
1931 of 11211
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Site Mgmt. Req.: NONE SPECIFIED
Site Type Detail: Voluntary Agreement
Site Type: Voluntary Cleanup
Facility ID: 60002987
City,State,Zip: SAN MATEO, CA 94401
Address: 400 EAST 5TH AVENUE, 480 EAST 4TH AVENUE
Name: DOWNTOWN SAN MATEO OPPORTUNITY SITES
VCP:
Schedule Revised Date: Not reported
Schedule Due Date: Not reported
Schedule Document Type: Not reported
Schedule Sub Area Name: Not reported
Schedule Area Name: Not reported
Future Due Date: 2026
Future Document Type: 5 Year Review Reports
Future Sub Area Name: Not reported
Future Area Name: PROJECT WIDE
Future Due Date: 2023
Future Document Type: Removal Action Completion Report
Future Sub Area Name: Not reported
Future Area Name: PROJECT WIDE
Future Due Date: 2023
Future Document Type: Land Use Restriction
Future Sub Area Name: Not reported
Future Area Name: PROJECT WIDE
Comments: Not reported
Completed Date: 07/31/2018
Completed Document Type: Phase 1
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Action Work Plan public comment period.
Comments: Responsiveness Summary of public comments received during the Removal Completed Date: 08/12/2021
Completed Document Type: Fact Sheets
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Health and Safety Plan for On-Site remedial activities.
Completed Date: 10/19/2021
Completed Document Type: Health & Safety Plan
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Not reported
Completed Date: 05/15/2020
Completed Document Type: Phase 1
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Not reported
Completed Date: 11/29/2018
Completed Document Type: Site Characterization Report
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
DOWNTOWN SAN MATEO OPPORTUNITY SITES (Continued) S127611052 TC7287695.2s Page 28
1932 of 11211
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Comments: DTSC contacted local tribes previously contacted by Holman & Completed Date: 09/10/2021
Completed Document Type: Request for Tribal Outreach
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
San Mateo as the lead CEQA agency.
Comments: Initial Study/Mitigated Negative Declaration prepared by the City of Completed Date: 09/22/2021
Completed Document Type: CEQA - Initial Study/ Mitigated Neg. Dec. (MND) Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Statement of Findings prepared by DTSC.
Completed Date: 09/22/2021
Completed Document Type: CEQA - Initial Study/ Mitigated Neg. Dec. (MND) Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Notice of Determination prepared by DTSC.
Completed Date: 09/22/2021
Completed Document Type: CEQA - Initial Study/ Mitigated Neg. Dec. (MND) Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Completed Info:
Alias Type: Envirostor ID Number
Alias Name: 60002987
Alias Type: Project Code (Site Code)
Alias Name: 202309
Alias Type: APN
Alias Name: 034183060
Alias Type: APN
Alias Name: 033281140
Alias Type: Alternate Name
Alias Name: Kiku Crossing
Potential Description: SOIL, SV
Confirmed COC: 30001,30003,30013,30022
Potential COC: 30001, 30003, 30013, 30022
Past Use: MANUFACTURING - LUMBER/WOOD PRODUCTS, UNDERGROUND STORAGE TANKS APN: 033281140, 034183060
Lat/Long: 37.56522 / -122.3200
Funding: Responsible Party
Restricted Use: NO
Status Date: 04/20/2020
Status: Active
Special Programs Code: Voluntary Agreement - Standard Voluntary Agreement Senate: , 13
Assembly: , 22
Site Code: 202309
Division Branch: Cleanup Berkeley
Supervisor: Whitney Smith
Project Manager: Parag Shah
Lead Agency Description: DTSC - Site Cleanup Program
Lead Agency: SMBRP
Cleanup Oversight Agencies: SMBRP
National Priorities List: NO
Acres: 2.4
DOWNTOWN SAN MATEO OPPORTUNITY SITES (Continued) S127611052 TC7287695.2s Page 29
1933 of 11211
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Completed Document Type: Technical Report
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Not reported
Completed Date: 07/20/2020
Completed Document Type: Site Characterization Report
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
6/29/2021.
Comments: Public Notice was published in the San Jose Mercury Newspaper on Completed Date: 06/29/2021
Completed Document Type: Public Notice
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
discussed in Appendix A.
of impacted lead. Voluntary vapor intrusion measures are also Comments: Removal Action Work Plan describing excavation and off-Site disposal Completed Date: 09/22/2021
Completed Document Type: Removal Action Workplan
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Phase I ESA conducted by AEI. Site characterization with be required.
Completed Date: 07/31/2018
Completed Document Type: Phase 1
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
notes on compliance with State and local traffic laws.
Comments: Traffic management plan outlining off-Site soil disposal routes and Completed Date: 09/21/2021
Completed Document Type: Other Report
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Not reported
Completed Date: 04/12/2021
Completed Document Type: Standard Voluntary Agreement
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Not reported
Completed Date: 06/29/2021
Completed Document Type: Public Notice
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Not reported
Completed Date: 09/17/2021
Completed Document Type: Annual Oversight Cost Estimate Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Associates Archaeological Consultants.
DOWNTOWN SAN MATEO OPPORTUNITY SITES (Continued) S127611052 TC7287695.2s Page 30
1934 of 11211
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Future Area Name: PROJECT WIDE
Future Due Date: 2023
Future Document Type: Removal Action Completion Report
Future Sub Area Name: Not reported
Future Area Name: PROJECT WIDE
Future Due Date: 2023
Future Document Type: Land Use Restriction
Future Sub Area Name: Not reported
Future Area Name: PROJECT WIDE
Comments: Not reported
Completed Date: 07/31/2018
Completed Document Type: Phase 1
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Action Work Plan public comment period.
Comments: Responsiveness Summary of public comments received during the Removal Completed Date: 08/12/2021
Completed Document Type: Fact Sheets
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Health and Safety Plan for On-Site remedial activities.
Completed Date: 10/19/2021
Completed Document Type: Health & Safety Plan
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Not reported
Completed Date: 05/15/2020
Completed Document Type: Phase 1
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Not reported
Completed Date: 11/29/2018
Completed Document Type: Site Characterization Report
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
investigation within the 480 East 4th Avenue property.
Comments: DTSC approved RP’s work plan to initiate supplemental soil vapor Completed Date: 08/12/2020
Completed Document Type: Supplemental Site Investigation Workplan Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Comments: Community Profile of the Kiku Crossing Site area.
Completed Date: 09/20/2021
Completed Document Type: Community Profile
Completed Sub Area Name: Not reported
Completed Area Name: PROJECT WIDE
Removal Action Work Plan.
Comments: Please see Appendix A for the Supporting Technical Memorandum to the Completed Date: 09/22/2021
DOWNTOWN SAN MATEO OPPORTUNITY SITES (Continued) S127611052 TC7287695.2s Page 31
1935 of 11211
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Schedule Revised Date: Not reported
Schedule Due Date: Not reported
Schedule Document Type: Not reported
Schedule Sub Area Name: Not reported
Schedule Area Name: Not reported
Future Due Date: 2026
Future Document Type: 5 Year Review Reports
Future Sub Area Name: Not reported
DOWNTOWN SAN MATEO OPPORTUNITY SITES (Continued) S127611052 2014 BLUE RIBBON CLEANER Drycleaning Plants, Except Rugs 2013 BLUE RIBBON CLEANER Drycleaning Plants, Except Rugs 2012 BLUE RIBBON CLEANER Drycleaning Plants, Except Rugs 2011 BLUE RIBBON CLEANER Drycleaning Plants, Except Rugs 2010 BLUE RIBBON CLEANER Drycleaning Plants, Except Rugs 2009 BLUE RIBBON CLEANER Drycleaning Plants, Except Rugs 2008 BLUE RIBBON CLEANER Drycleaning Plants, Except Rugs 2007 BLUE RIBBON CLEANER Drycleaning Plants, Except Rugs 2006 BLUE RIBBON CLEANER Drycleaning Plants, Except Rugs 2005 BLUE RIBBON CLEANER Drycleaning Plants, Except Rugs Year: Name: Type:
EDR Hist Cleaner
37 ft. Site 12 of 31 in cluster A
0.007 mi.
Relative:
Higher
Actual:
29 ft.
< 1/8 SAN MATEO, CA 94401
SSE 306 E 5TH AVE N/A
A12 BLUE RIBBON CLEANER EDR Hist Cleaner 1019940776
1991 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
1990 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
1989 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
1988 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
1987 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
1986 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
1985 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
1983 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
1982 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
1980 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
1973 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
1972 NORMANDY CLEANERS Drycleaning Plants, Except Rugs
1972 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
1971 NORMANDY CLEANERS Drycleaning Plants, Except Rugs
1971 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
1970 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
1969 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
1969 NORMANDY CLEANERS Drycleaning Plants, Except Rugs
Year: Name: Type:
EDR Hist Cleaner
63 ft. Site 13 of 31 in cluster A
0.012 mi.
Relative:
Higher
Actual:
30 ft.
< 1/8 SAN MATEO, CA 94403
NNW 333 4TH AVE N/A
A13 WARDROBE CLEANERS EDR Hist Cleaner 1018841888
TC7287695.2s Page 32
1936 of 11211
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
1997 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
1996 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
1995 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
1994 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
1993 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
1992 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
WARDROBE CLEANERS (Continued) 1018841888
Program Category: STORMWATER
Facility Status: Inactive, non-billable
Description: STORMWATER ANNUAL FEE - INSP FREQ EVERY 2 YRS Record Id: PR0080126
Prog Element Code: STORMWATER ANNUAL INSPECTION FEE
Facility ID: FA0057775
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 325 4TH
Name: SUSHI YOSHIZUMI
San Mateo Co. BI:
63 ft. Site 14 of 31 in cluster A
0.012 mi.
Relative:
Higher
Actual:
30 ft.
< 1/8 SAN MATEO, CA 94401
NNW 325 4TH N/A
A14 SUSHI YOSHIZUMI San Mateo Co. BI S123183905
Program Category: STORMWATER
Facility Status: Inactive, non-billable
Description: STORMWATER ANNUAL FEE - INSP FREQ EVERY 2 YRS Record Id: PR0069525
Prog Element Code: STORMWATER ANNUAL INSPECTION FEE
Facility ID: FA0001796
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 325 4TH
Name: LAKUNI
San Mateo Co. BI:
63 ft. Site 15 of 31 in cluster A
0.012 mi.
Relative:
Higher
Actual:
30 ft.
< 1/8 SAN MATEO, CA 94401
NNW 325 4TH N/A
A15 LAKUNI San Mateo Co. BI S123179625
Facility ID: FA0052905
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 305 4TH
Name: AMOUR AMOUR CAFE
San Mateo Co. BI:
63 ft. Site 16 of 31 in cluster A
0.012 mi.
Relative:
Higher
Actual:
31 ft.
< 1/8 SAN MATEO, CA 94401
NW 305 4TH N/A
A16 AMOUR AMOUR CAFE San Mateo Co. BI S123183320
TC7287695.2s Page 33
1937 of 11211
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Program Category: STORMWATER
Facility Status: Inactive, non-billable
Description: STORMWATER ANNUAL FEE - INSP FREQ EVERY 2 YRS Record Id: PR0076847
Prog Element Code: STORMWATER ANNUAL INSPECTION FEE
AMOUR AMOUR CAFE (Continued) S123183320
Status: Active
Comments: Not reported
EPA ID: Not reported
NPDES Number: Not reported
DUNs Number: Not reported
Contact Phone: Not reported
Contact: Not reported
Mailing City,St,Zip: SAN MATEO 94401
Mailing Address 2: Not reported
Mailing Address: 407 S B ST
Mail To: Not reported
Facility Phone: 4150000000
SIC Code: Not reported
Cortese Code: Not reported
Regulated ID: Not reported
Regulated By: UTNKA
Facility ID: 41000500
CA FID UST:
Number Of Tanks: 0
Content: Not reported
STG: Not reported
Tank Use: Not reported
Active Date: Not reported
Capacity: Not reported
Tank Status: Not reported
SWRCB Tank Id: Not reported
Owner Tank Id: Not reported
Created Date: Not reported
Action Date: Not reported
Referral Date: Not reported
Board Of Equalization: Not reported
Number: Not reported
Comp Number: 110103
Status: Not reported
City: SAN MATEO
Address: 400 S B ST
Name: WARD ANDERSON TRUSTEE
SWEEPS UST:
74 ft. Site 17 of 31 in cluster A
0.014 mi.
Relative:
Higher
Actual:
33 ft.
< 1/8 SAN MATEO, CA 94401
WSW 400 S B ST CA FID UST N/A
A17 WARD ANDERSON TRUSTEE SWEEPS UST S101593777
TC7287695.2s Page 34
1938 of 11211
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
1977 MATTNER OLYMPIC SERVICE STN Gasoline Service Stations 1976 MATTNER OLYMPIC SERVICE STN Gasoline Service Stations 1974 MATTNER GULF SERVICE STATION Gasoline Service Stations 1973 MATTNER GULF SERVICE STATION Gasoline Service Stations 1972 MATTNER GULF SERVICE STATION Gasoline Service Stations 1971 MATTNER GULF SERVICE STATION Gasoline Service Stations 1969 TOYNTON RAYMOND A Gasoline Service Stations
Year: Name: Type:
EDR Hist Auto
74 ft. Site 18 of 31 in cluster A
0.014 mi.
Relative:
Higher
Actual:
33 ft.
< 1/8 SAN MATEO, CA 94401
WSW 400 S B ST N/A
A18 MATTNER GULF SERVICE STATION EDR Hist Auto 1020390427 Program Category: UNDERGROUND TANK PROGRAM
Facility Status: Inactive, non-billable
Description: UNDERGROUND TANK - GENERAL
Record Id: PR0022162
Prog Element Code: UNDERGROUND TANK - GENERAL
Facility ID: FA0016694
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 400 B
Name: WARD ANDERSON TRUSTEE
San Mateo Co. BI:
74 ft. Site 19 of 31 in cluster A
0.014 mi.
Relative:
Higher
Actual:
33 ft.
< 1/8 SAN MATEO, CA 94401
WSW 400 B N/A
A19 WARD ANDERSON TRUSTEE San Mateo Co. BI S106981478
Program Category: STORMWATER
Facility Status: Inactive, non-billable
Description: STORMWATER ANNUAL FEE - INSP FREQ EVERY 2 YRS Record Id: PR0069507
Prog Element Code: STORMWATER ANNUAL INSPECTION FEE
Facility ID: FA0045481
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 301 4TH
Name: IZAKAYA GINJI
San Mateo Co. BI:
80 ft. Site 20 of 31 in cluster A
0.015 mi.
Relative:
Higher
Actual:
31 ft.
< 1/8 SAN MATEO, CA 94401
NW 301 4TH N/A
A20 IZAKAYA GINJI San Mateo Co. BI S123182540
TC7287695.2s Page 35
1939 of 11211
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Institutional Control Indicator: No
Environmental Control Indicator: No
Corrective Action Priority Ranking: No NCAPS ranking
Non-TSDFs Where RCRA CA has Been Imposed Universe: No
Subject to Corrective Action Universe: No
202 GPRA Corrective Action Baseline: No
2018 GPRA Renewals Baseline: Not on the Baseline
2018 GPRA Permit Baseline: Not on the Baseline
Sub-Part K Indicator: Not reported
Hazardous Secondary Material Indicator: N
Federal Facility Indicator: Not reported
Active Site State-Reg Handler: ---
Federal Universal Waste: No
Universal Waste Destination Facility: Yes
Universal Waste Indicator: Yes
Off-Site Waste Receipt: No
Underground Injection Control: No
Smelting Melting and Refining Furnace Exemption: No
Small Quantity On-Site Burner Exemption: No
Recycler Activity with Storage: No
Transfer Facility Activity: No
Transporter Activity: No
Mixed Waste Generator: No
Importer Activity: No
Short-Term Generator Activity: No
Operator Type: Other
Operator Name: Eui Sang Cheon
Owner Type: Other
Owner Name: Eui Sang Cheon
Mailing City,State,Zip: SAN MATEO, CA 94401-0000
Mailing Address: 335 E 4TH AVE
State District: Not reported
State District Owner: Not reported
Active Site Indicator: Handler Activities
Accessibility: Not reported
Biennial Report Cycle: Not reported
Non-Notifier: Not reported
Federal Waste Generator Description: Not a generator, verified Land Type: Not reported
EPA Region: 09
Contact Title: Not reported
Contact Email: [email protected]
Contact Fax: Not reported
Contact Telephone: 650-342-3535
Contact City,State,Zip: SAN MATEO, CA 94401
Contact Address: 335 E 4TH AVE
Contact Name: EUI SANG CHEON
EPA ID: CAL000292758
Handler City,State,Zip: SAN MATEO, CA 94401-0000
Handler Address: 335 E 4TH AVE
Handler Name: Wardrobe Cleaners
Date Form Received by Agency: 20050404
RCRA Listings:
84 ft. Site 21 of 31 in cluster A
0.016 mi.
Relative:
Higher
Actual:
29 ft.
< 1/8 SAN MATEO, CA 94401
NNW 335 E 4TH AVE CAL000292758
A21 WARDROBE CLEANERS RCRA NonGen / NLR 1024811002
TC7287695.2s Page 36
1940 of 11211
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Electronic Manifest Broker: Not reported
Non Storage Recycler Activity: Not reported
Current Record: Yes
Spent Lead Acid Battery Exporter: Not reported
Spent Lead Acid Battery Importer: Not reported
Recognized Trader Exporter: Not reported
Recognized Trader Importer: Not reported
Large Quantity Handler of Universal Waste: No
State District Owner: Not reported
Federal Waste Generator Description: Not a generator, verified Handler Name: WARDROBE CLEANERS
Receive Date: 20050404
Historic Generators:
Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 650-342-3535
Owner/Operator City,State,Zip: SAN MATEO, CA 94401-0000 Owner/Operator Address: 335 E 4TH AVE
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Other
Owner/Operator Name: EUI SANG CHEON
Owner/Operator Indicator: Owner
Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 650-342-3535
Owner/Operator City,State,Zip: SAN MATEO, CA 94401
Owner/Operator Address: 335 E 4TH AVE
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Other
Owner/Operator Name: EUI SANG CHEON
Owner/Operator Indicator: Operator
Handler - Owner Operator:
Sub-Part P Indicator: No
Manifest Broker: No
Recycler Activity Without Storage: No
Exporter of Spent Lead Acid Batteries: No
Importer of Spent Lead Acid Batteries: No
Recognized Trader-Exporter: No
Recognized Trader-Importer: No
Handler Date of Last Change: 20181120
Financial Assurance Required: Not reported
Significant Non-Complier With a Compliance Schedule Universe: No Addressed Significant Non-Complier Universe: No
Unaddressed Significant Non-Complier Universe: No
Significant Non-Complier Universe: No
Groundwater Controls Indicator: N/A
Human Exposure Controls Indicator: N/A
WARDROBE CLEANERS (Continued) 1024811002
TC7287695.2s Page 37
1941 of 11211
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Evaluations: No Evaluations Found
Evaluation Action Summary:
Violations: No Violations Found
Facility Has Received Notices of Violations:
NAICS Description: DRYCLEANING AND LAUNDRY SERVICES (EXCEPT COIN-OPERATED) NAICS Code: 81232
List of NAICS Codes and Descriptions:
WARDROBE CLEANERS (Continued) 1024811002
Air Basin: SF
County Code: 41
Year: 1990
City,State,Zip: SAN MATEO, CA 94401
Address: 333 E 4TH STREET
Name: PARK’S WARDROBE CLEANERS
Part. Matter 10 Micrometers and Smllr Tons/Yr: 0
Particulate Matter Tons/Yr: 0
SOX - Oxides of Sulphur Tons/Yr: 0
NOX - Oxides of Nitrogen Tons/Yr: 0
Carbon Monoxide Emissions Tons/Yr: 0
Reactive Organic Gases Tons/Yr: 0
Total Organic Hydrocarbon Gases Tons/Yr: 2
Consolidated Emission Reporting Rule: Not reported
Community Health Air Pollution Info System: Not reported Air District Name: BAY AREA AQMD
SIC Code: 7216
Air District Name: BA
Facility ID: 362
Air Basin: SF
County Code: 41
Year: 1987
City,State,Zip: SAN MATEO, CA 94401
Address: 333 E 4TH STREET
Name: PARK’S WARDROBE CLEANERS
EMI:
EDR Link ID: SAN MATEO, CA
Case Type: SAN MATEO, CA
APN Number: 034178030
Global ID: T10000009149
Facility Status: 3B- Preliminary Assessment Underway
Facility ID: 119202
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA
Address: 335 E 4TH ST
Name: WARDROBE CLEANERS
SAN MATEO CO. LUST:
84 ft. Site 22 of 31 in cluster A
0.016 mi.
Relative:
Higher
Actual:
29 ft.
< 1/8 SAN MATEO, CA 94401 CERS
NNW 335 E 4TH STREET EMI N/A
A22 WARDROBE CLEANERS LUST S106837201
TC7287695.2s Page 38
1942 of 11211
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
City,State,Zip: SAN MATEO, CA
Address: 335 E 4TH STREET
Name: PARK’S WARDROBE CLEANERS
Part. Matter 10 Micrometers and Smllr Tons/Yr: 0
Particulate Matter Tons/Yr: 0
SOX - Oxides of Sulphur Tons/Yr: 0
NOX - Oxides of Nitrogen Tons/Yr: 0
Carbon Monoxide Emissions Tons/Yr: 0
Reactive Organic Gases Tons/Yr: 0
Total Organic Hydrocarbon Gases Tons/Yr: 0
Consolidated Emission Reporting Rule: Not reported
Community Health Air Pollution Info System: Not reported Air District Name: BAY AREA AQMD
SIC Code: 7216
Air District Name: BA
Facility ID: 362
Air Basin: SF
County Code: 41
Year: 1997
City,State,Zip: SAN MATEO, CA
Address: 335 E 4TH STREET
Name: PARK’S WARDROBE CLEANERS
Part. Matter 10 Micrometers and Smllr Tons/Yr: 0
Particulate Matter Tons/Yr: 0
SOX - Oxides of Sulphur Tons/Yr: 0
NOX - Oxides of Nitrogen Tons/Yr: 0
Carbon Monoxide Emissions Tons/Yr: 0
Reactive Organic Gases Tons/Yr: 0
Total Organic Hydrocarbon Gases Tons/Yr: 0
Consolidated Emission Reporting Rule: Not reported
Community Health Air Pollution Info System: Not reported Air District Name: BAY AREA AQMD
SIC Code: 7216
Air District Name: BA
Facility ID: 362
Air Basin: SF
County Code: 41
Year: 1996
City,State,Zip: SAN MATEO, CA
Address: 335 E 4TH STREET
Name: PARK’S WARDROBE CLEANERS
Part. Matter 10 Micrometers and Smllr Tons/Yr: 0
Particulate Matter Tons/Yr: 0
SOX - Oxides of Sulphur Tons/Yr: 0
NOX - Oxides of Nitrogen Tons/Yr: 0
Carbon Monoxide Emissions Tons/Yr: 0
Reactive Organic Gases Tons/Yr: 0
Total Organic Hydrocarbon Gases Tons/Yr: 0
Consolidated Emission Reporting Rule: Not reported
Community Health Air Pollution Info System: Not reported Air District Name: BAY AREA AQMD
SIC Code: 7216
Air District Name: BA
Facility ID: 362
WARDROBE CLEANERS (Continued) S106837201
TC7287695.2s Page 39
1943 of 11211
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Part. Matter 10 Micrometers and Smllr Tons/Yr: 0
Particulate Matter Tons/Yr: 0
SOX - Oxides of Sulphur Tons/Yr: 0
NOX - Oxides of Nitrogen Tons/Yr: 0
Carbon Monoxide Emissions Tons/Yr: 0
Reactive Organic Gases Tons/Yr: 0
Total Organic Hydrocarbon Gases Tons/Yr: 0
Consolidated Emission Reporting Rule: Not reported
Community Health Air Pollution Info System: Not reported Air District Name: BAY AREA AQMD
SIC Code: 7216
Air District Name: BA
Facility ID: 362
Air Basin: SF
County Code: 41
Year: 2000
City,State,Zip: SAN MATEO, CA
Address: 335 E 4TH STREET
Name: PARK’S WARDROBE CLEANERS
Part. Matter 10 Micrometers and Smllr Tons/Yr: 0
Particulate Matter Tons/Yr: 0
SOX - Oxides of Sulphur Tons/Yr: 0
NOX - Oxides of Nitrogen Tons/Yr: 0
Carbon Monoxide Emissions Tons/Yr: 0
Reactive Organic Gases Tons/Yr: 0
Total Organic Hydrocarbon Gases Tons/Yr: 0
Consolidated Emission Reporting Rule: Not reported
Community Health Air Pollution Info System: Not reported Air District Name: BAY AREA AQMD
SIC Code: 7216
Air District Name: BA
Facility ID: 362
Air Basin: SF
County Code: 41
Year: 1999
City,State,Zip: SAN MATEO, CA
Address: 335 E 4TH STREET
Name: PARK’S WARDROBE CLEANERS
Part. Matter 10 Micrometers and Smllr Tons/Yr: 0
Particulate Matter Tons/Yr: 0
SOX - Oxides of Sulphur Tons/Yr: 0
NOX - Oxides of Nitrogen Tons/Yr: 0
Carbon Monoxide Emissions Tons/Yr: 0
Reactive Organic Gases Tons/Yr: 0
Total Organic Hydrocarbon Gases Tons/Yr: 0
Consolidated Emission Reporting Rule: Not reported
Community Health Air Pollution Info System: Not reported Air District Name: BAY AREA AQMD
SIC Code: 7216
Air District Name: BA
Facility ID: 362
Air Basin: SF
County Code: 41
Year: 1998
WARDROBE CLEANERS (Continued) S106837201
TC7287695.2s Page 40
1944 of 11211
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
SOX - Oxides of Sulphur Tons/Yr: 0
NOX - Oxides of Nitrogen Tons/Yr: 0
Carbon Monoxide Emissions Tons/Yr: 0
Reactive Organic Gases Tons/Yr: 0
Total Organic Hydrocarbon Gases Tons/Yr: 0
Consolidated Emission Reporting Rule: Not reported
Community Health Air Pollution Info System: Not reported Air District Name: BAY AREA AQMD
SIC Code: 7216
Air District Name: BA
Facility ID: 362
Air Basin: SF
County Code: 41
Year: 2003
City,State,Zip: SAN MATEO, CA
Address: 335 E 4TH STREET
Name: PARK’S WARDROBE CLEANERS
Part. Matter 10 Micrometers and Smllr Tons/Yr: 0
Particulate Matter Tons/Yr: 0
SOX - Oxides of Sulphur Tons/Yr: 0
NOX - Oxides of Nitrogen Tons/Yr: 0
Carbon Monoxide Emissions Tons/Yr: 0
Reactive Organic Gases Tons/Yr: 0
Total Organic Hydrocarbon Gases Tons/Yr: 0
Consolidated Emission Reporting Rule: Not reported
Community Health Air Pollution Info System: Not reported Air District Name: BAY AREA AQMD
SIC Code: 7216
Air District Name: BA
Facility ID: 362
Air Basin: SF
County Code: 41
Year: 2002
City,State,Zip: SAN MATEO, CA
Address: 335 E 4TH STREET
Name: PARK’S WARDROBE CLEANERS
Part. Matter 10 Micrometers and Smllr Tons/Yr: 0
Particulate Matter Tons/Yr: 0
SOX - Oxides of Sulphur Tons/Yr: 0
NOX - Oxides of Nitrogen Tons/Yr: 0
Carbon Monoxide Emissions Tons/Yr: 0
Reactive Organic Gases Tons/Yr: 0
Total Organic Hydrocarbon Gases Tons/Yr: 0
Consolidated Emission Reporting Rule: Not reported
Community Health Air Pollution Info System: Not reported Air District Name: BAY AREA AQMD
SIC Code: 7216
Air District Name: BA
Facility ID: 362
Air Basin: SF
County Code: 41
Year: 2001
City,State,Zip: SAN MATEO, CA
Address: 335 E 4TH STREET
Name: PARK’S WARDROBE CLEANERS
WARDROBE CLEANERS (Continued) S106837201
TC7287695.2s Page 41
1945 of 11211
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Reactive Organic Gases Tons/Yr: 0
Total Organic Hydrocarbon Gases Tons/Yr: .175
Consolidated Emission Reporting Rule: Not reported
Community Health Air Pollution Info System: Not reported Air District Name: BAY AREA AQMD
SIC Code: 7216
Air District Name: BA
Facility ID: 362
Air Basin: SF
County Code: 41
Year: 2006
City,State,Zip: SAN MATEO, CA
Address: 335 E 4TH STREET
Name: PARK’S WARDROBE CLEANERS
Part. Matter 10 Micrometers and Smllr Tons/Yr: 0
Particulate Matter Tons/Yr: 0
SOX - Oxides of Sulphur Tons/Yr: 0
NOX - Oxides of Nitrogen Tons/Yr: 0
Carbon Monoxide Emissions Tons/Yr: 0
Reactive Organic Gases Tons/Yr: 0
Total Organic Hydrocarbon Gases Tons/Yr: 0
Consolidated Emission Reporting Rule: Not reported
Community Health Air Pollution Info System: Not reported Air District Name: BAY AREA AQMD
SIC Code: 7216
Air District Name: BA
Facility ID: 362
Air Basin: SF
County Code: 41
Year: 2005
City,State,Zip: SAN MATEO, CA
Address: 335 E 4TH STREET
Name: PARK’S WARDROBE CLEANERS
Part. Matter 10 Micrometers and Smllr Tons/Yr: 0
Particulate Matter Tons/Yr: 0
SOX - Oxides of Sulphur Tons/Yr: 0
NOX - Oxides of Nitrogen Tons/Yr: 0
Carbon Monoxide Emissions Tons/Yr: 0
Reactive Organic Gases Tons/Yr: 0
Total Organic Hydrocarbon Gases Tons/Yr: 0.256
Consolidated Emission Reporting Rule: Not reported
Community Health Air Pollution Info System: Not reported Air District Name: BAY AREA AQMD
SIC Code: 7216
Air District Name: BA
Facility ID: 362
Air Basin: SF
County Code: 41
Year: 2004
City,State,Zip: SAN MATEO, CA
Address: 335 E 4TH STREET
Name: PARK’S WARDROBE CLEANERS
Part. Matter 10 Micrometers and Smllr Tons/Yr: 0
Particulate Matter Tons/Yr: 0
WARDROBE CLEANERS (Continued) S106837201
TC7287695.2s Page 42
1946 of 11211
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Community Health Air Pollution Info System: Not reported Air District Name: BAY AREA AQMD
SIC Code: 7216
Air District Name: BA
Facility ID: 19427
Air Basin: SF
County Code: 41
Year: 2009
City,State,Zip: SAN MATEO, CA 94401
Address: 335 E 4TH STREET
Name: WARDROBE CLEANERS
Part. Matter 10 Micrometers and Smllr Tons/Yr: 0
Particulate Matter Tons/Yr: 0
SOX - Oxides of Sulphur Tons/Yr: 0
NOX - Oxides of Nitrogen Tons/Yr: 0
Carbon Monoxide Emissions Tons/Yr: 0
Reactive Organic Gases Tons/Yr: 0
Total Organic Hydrocarbon Gases Tons/Yr: .135
Consolidated Emission Reporting Rule: Not reported
Community Health Air Pollution Info System: Not reported Air District Name: BAY AREA AQMD
SIC Code: 7216
Air District Name: BA
Facility ID: 19427
Air Basin: SF
County Code: 41
Year: 2008
City,State,Zip: SAN MATEO, CA 94401
Address: 335 E 4TH STREET
Name: WARDROBE CLEANERS
Part. Matter 10 Micrometers and Smllr Tons/Yr: 0
Particulate Matter Tons/Yr: 0
SOX - Oxides of Sulphur Tons/Yr: 0
NOX - Oxides of Nitrogen Tons/Yr: 0
Carbon Monoxide Emissions Tons/Yr: 0
Reactive Organic Gases Tons/Yr: .1529934
Total Organic Hydrocarbon Gases Tons/Yr: .219
Consolidated Emission Reporting Rule: Not reported
Community Health Air Pollution Info System: Not reported Air District Name: BAY AREA AQMD
SIC Code: 7216
Air District Name: BA
Facility ID: 362
Air Basin: SF
County Code: 41
Year: 2007
City,State,Zip: SAN MATEO, CA 93401
Address: 335 E 4TH STREET
Name: PARK’S WARDROBE CLEANERS
Part. Matter 10 Micrometers and Smllr Tons/Yr: 0
Particulate Matter Tons/Yr: 0
SOX - Oxides of Sulphur Tons/Yr: 0
NOX - Oxides of Nitrogen Tons/Yr: 0
Carbon Monoxide Emissions Tons/Yr: 0
WARDROBE CLEANERS (Continued) S106837201
TC7287695.2s Page 43
1947 of 11211
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
CERS Description: US EPA Air Emission Inventory System (EIS) CERS ID: 110010466753
Site ID: 504160
City,State,Zip: SAN MATEO, CA 94401-4008
Address: 335 E 4TH STREET
Name: PARK’S WARDROBE CLEANERS
CERS:
Part. Matter 10 Micrometers and Smllr Tons/Yr: 0
Particulate Matter Tons/Yr: 0
SOX - Oxides of Sulphur Tons/Yr: 0
NOX - Oxides of Nitrogen Tons/Yr: 0
Carbon Monoxide Emissions Tons/Yr: 0
Reactive Organic Gases Tons/Yr: 0.20344880000000001
Total Organic Hydrocarbon Gases Tons/Yr: 0.42799999999999999 Consolidated Emission Reporting Rule: Not reported
Community Health Air Pollution Info System: Not reported Air District Name: BAY AREA AQMD
SIC Code: 7216
Air District Name: BA
Facility ID: 19427
Air Basin: SF
County Code: 41
Year: 2010
City,State,Zip: SAN MATEO, CA 94401
Address: 335 E 4TH STREET
Name: WARDROBE CLEANERS
Part. Matter 10 Micrometers and Smllr Tons/Yr: 0
Particulate Matter Tons/Yr: 0
SOX - Oxides of Sulphur Tons/Yr: 0
NOX - Oxides of Nitrogen Tons/Yr: 0
Carbon Monoxide Emissions Tons/Yr: 0
Reactive Organic Gases Tons/Yr: 0
Total Organic Hydrocarbon Gases Tons/Yr: 0.108
Consolidated Emission Reporting Rule: Not reported
WARDROBE CLEANERS (Continued) S106837201
Address: 335 4TH
Name: WARDROBE CLEANERS
Program Category: HAZARDOUS WASTE PROGRAM
Facility Status: Inactive, non-billable
Description: GENERATES & RECYCLES WASTE OIL/SOLVENT
Record Id: PR0029238
Prog Element Code: GENERATES and RECYCLES WASTE OIL/SOLVENT Facility ID: FA0024508
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 335 4TH
Name: WARDROBE CLEANERS
San Mateo Co. BI:
84 ft. Site 23 of 31 in cluster A
0.016 mi.
Relative:
Higher
Actual:
29 ft.
< 1/8 SAN MATEO, CA 94401
NNW 335 4TH N/A
A23 WARDROBE CLEANERS San Mateo Co. BI S103172022
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Elevation Site Database(s) EPA ID Number
Program Category: HAZARDOUS WASTE PROGRAM
Facility Status: Active, billable
Description: GENERATES & RECYCLES WASTE OIL/SOLVENT
Record Id: PR0078864
Prog Element Code: GENERATES and RECYCLES WASTE OIL/SOLVENT Facility ID: FA0056866
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 335 4TH
Name: WARDROBE CLEANERS
Program Category: STORMWATER
Facility Status: Inactive, non-billable
Description: STORMWATER ANNUAL FEE - INSP FREQ EVERY 2 YRS Record Id: PR0078865
Prog Element Code: STORMWATER ANNUAL INSPECTION FEE
Facility ID: FA0056866
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 335 4TH
Name: WARDROBE CLEANERS
Program Category: STORMWATER
Facility Status: Inactive, non-billable
Description: STORMWATER ANNUAL FEE - INSP FREQ EVERY 2 YRS Record Id: PR0068788
Prog Element Code: STORMWATER ANNUAL INSPECTION FEE
Facility ID: FA0024508
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 335 4TH
Name: WARDROBE CLEANERS
Program Category: BUSINESS PLAN PROGRAM
Facility Status: Inactive, non-billable
Description: STORES MV FUELS OR WASTE ONLY
Record Id: PR0029239
Prog Element Code: STORES MV FUELS OR WASTE ONLY
Facility ID: FA0024508
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
WARDROBE CLEANERS (Continued) S103172022
2003 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
2002 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
2001 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
2000 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
1999 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
1998 WARDROBE CLEANERS Drycleaning Plants, Except Rugs
Year: Name: Type:
EDR Hist Cleaner
84 ft. Site 24 of 31 in cluster A
0.016 mi.
Relative:
Higher
Actual:
29 ft.
< 1/8 SAN MATEO, CA 94401
NNW 335 E 4TH AVE N/A
A24 WARDROBE CLEANERS EDR Hist Cleaner 1020116993
TC7287695.2s Page 45
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Affiliation Country: Not reported
Affiliation State: CA
Affiliation City: OAKLAND
Affiliation Address: 1515 CLAY ST SUITE 1400
Entity Title: Not reported
Entity Name: UUU - SAN FRANCISCO BAY RWQCB (REGION 2)
Affiliation Type Desc: Regional Board Caseworker
Affiliation Phone: 6503995959,
Affiliation Zip: Not reported
Affiliation Country: Not reported
Affiliation State: CA
Affiliation City: SAN MATEO
Affiliation Address: 2000 ALAMEDA DE LAS PULGAS, Suite 100 Entity Title: Not reported
Entity Name: JACOB MADDEN - SAN MATEO COUNTY LOP
Affiliation Type Desc: Local Agency Caseworker
Affiliation:
CERS Description: Cleanup Program Site
CERS ID: T10000009149
Site ID: 443925
City,State,Zip: SAN MATEO, CA 94401
Address: 333 AND 335 EAST 4TH AVENUE
Name: WARDROBE CLEANERS
CERS:
Click here to access the California GeoTracker records for this facility:
333 E 4th Avenue sometime prior to 1995.
Facility currently located at 335 E. 4th Avenue, but was located at case lead to upgradient investigation of dry cleaning facilities.
Site History: PCE detected in groundwater downgradient of this site at a fuel leak Trichloroethylene (TCE), Vinyl chloride, Gasoline
Potential Contaminants of Concern: Other Chlorinated Hydrocarbons, Tetrachloroethylene (PCE), Potential Media Affected: Other Groundwater (uses other than drinking water), Soil File Location: All Files are on GeoTracker or in the Local Agency Database RB Case Number: Not reported
Local Agency: SAN MATEO COUNTY LOP
Case Worker: JM
Case Type: Cleanup Program Site
Longitude: -122.321148163195
Latitude: 37.5653759083542
Lead Agency Case Number: 119202
Lead Agency: SAN MATEO COUNTY LOP
Global Id: T10000009149
Status Date: 10/04/2018
Facility Status: Open - Site Assessment
Region: STATE
City,State,Zip: SAN MATEO, CA 94401
Address: 333 AND 335 EAST 4TH AVENUE
Name: WARDROBE CLEANERS
CPS-SLIC:
84 ft. Site 25 of 31 in cluster A
0.016 mi.
Relative:
Higher
Actual:
29 ft.
< 1/8 SAN MATEO, CA 94401
NNW 333 AND 335 EAST 4TH AVENUE CERS N/A
A25 WARDROBE CLEANERS CPS-SLIC S123102564
TC7287695.2s Page 46
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Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Affiliation Phone: ,
Affiliation Zip: Not reported
WARDROBE CLEANERS (Continued) S123102564
Owner Address 2: Not reported
Owner Address: 335 E 4TH AVE
Owner Name: EUI SANG CHEON
Facility Addr2: Not reported
Inactive Date: 10/06/2005
Facility Active: No
Create Date: 11/14/1989
SIC Description: Power Laundries, Family and Commercial SIC Code: 7211
NAICS Description: Drycleaning and Laundry Services (except Coin-Operated) NAICS Code: 81232
EPA Id: CAL000012846
City,State,Zip: SAN MATEO, CA 944010000
Address: 335 E 4TH AVE
Name: WARDROBE CLEANERS
Longitude: -122.32137
Latitude: 37.565017
Region Code: 2
Owner Fax: Not reported
Mailing Zip: 944010000
Mailing State: CA
Mailing City: SAN MATEO
Mailing Address 2: Not reported
Mailing Address 1: 335 E 4TH AVE
Mailing Name: Not reported
Contact Fax: Not reported
Contact Telephone: 6503423535
Contact Address 2: Not reported
Contact Address: 335 E 4TH AVE
Contact Name: EUI SANG CHEON
Owner Telephone: 6503423535
Owner Address 2: Not reported
Owner Address: 335 E 4TH AVE
Owner Name: EUI SANG CHEON
Facility Addr2: Not reported
Inactive Date: Not reported
Facility Active: Yes
Create Date: 04/04/2005
SIC Description: Power Laundries, Family and Commercial SIC Code: 7211
NAICS Description: Drycleaning and Laundry Services (except Coin-Operated) NAICS Code: 81232
EPA Id: CAL000292758
City,State,Zip: SAN MATEO, CA 944010000
Address: 335 E 4TH AVE
Name: WARDROBE CLEANERS
DRYCLEANERS:
84 ft. Site 26 of 31 in cluster A
0.016 mi.
Relative:
Higher
Actual:
29 ft.
< 1/8 SAN MATEO, CA 94401
NNW 335 E 4TH AVE N/A
A26 WARDROBE CLEANERS DRYCLEANERS S108224793
TC7287695.2s Page 47
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Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Longitude: -122.321233
Latitude: 37.564978
Region Code: 2
Owner Fax: 6503423534
Mailing Zip: 944010000
Mailing State: CA
Mailing City: SAN MATEO
Mailing Address 2: Not reported
Mailing Address 1: 335 E 4TH AVE
Mailing Name: Not reported
Contact Fax: 6503423534
Contact Telephone: 6503423535
Contact Address 2: Not reported
Contact Address: 335 E 4TH AVE
Contact Name: EUI SANG CHEON OWNER
Owner Telephone: 6503423535
WARDROBE CLEANERS (Continued) S108224793
1969 LUCAS NICK A Gasoline Service Stations
Year: Name: Type:
EDR Hist Auto
86 ft. Site 27 of 31 in cluster A
0.016 mi.
Relative:
Higher
Actual:
31 ft.
< 1/8 SAN MATEO, CA 94401
South 518 SOUTH B STREET N/A
A27 LUCAS NICK A EDR Hist Auto 1022123901
Program Category: STORMWATER
Facility Status: Inactive, non-billable
Description: STORMWATER ANNUAL FEE - INSP FREQ EVERY 2 YRS Record Id: PR0069543
Prog Element Code: STORMWATER ANNUAL INSPECTION FEE
Facility ID: FA0014873
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 365 B
Name: PANCHO VILLA
San Mateo Co. BI:
100 ft. Site 28 of 31 in cluster A
0.019 mi.
Relative:
Higher
Actual:
31 ft.
< 1/8 SAN MATEO, CA 94401
WNW 365 B N/A
A28 PANCHO VILLA San Mateo Co. BI S123180400
TC7287695.2s Page 48
1952 of 11211
Map ID MAP FINDINGS
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Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Program Category: STORMWATER
Facility Status: Inactive, non-billable
Description: STORMWATER ANNUAL FEE - INSP FREQ EVERY 2 YRS Record Id: PR0069539
Prog Element Code: STORMWATER ANNUAL INSPECTION FEE
Facility ID: FA0027112
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 359 B
Name: BEAN STREET COFFEE
San Mateo Co. BI:
111 ft. Site 29 of 31 in cluster A
0.021 mi.
Relative:
Higher
Actual:
31 ft.
< 1/8 SAN MATEO, CA 94401
WNW 359 B N/A
A29 BEAN STREET COFFEE San Mateo Co. BI S123181517
Program Category: STORMWATER
Facility Status: Inactive, non-billable
Description: STORMWATER ANNUAL FEE - INSP FREQ EVERY 2 YRS Record Id: PR0069601
Prog Element Code: STORMWATER ANNUAL INSPECTION FEE
Facility ID: FA0047838
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 505 B
Name: THE RAVIOLI HOUSE
San Mateo Co. BI:
120 ft. Site 30 of 31 in cluster A
0.023 mi.
Relative:
Higher
Actual:
29 ft.
< 1/8 SAN MATEO, CA 94401
SSE 505 B N/A
A30 THE RAVIOLI HOUSE San Mateo Co. BI S123182805
Program Category: STORMWATER
Facility Status: Inactive, non-billable
Description: STORMWATER ANNUAL FEE - INSP FREQ EVERY 2 YRS Record Id: PR0069431
Prog Element Code: STORMWATER ANNUAL INSPECTION FEE
Facility ID: FA0009586
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 223 4TH
Name: SPIEDO RESTAURANT
San Mateo Co. BI:
127 ft. Site 1 of 16 in cluster B
0.024 mi.
Relative:
Higher
Actual:
33 ft.
< 1/8 SAN MATEO, CA 94401
West 223 4TH N/A
B31 SPIEDO RESTAURANT San Mateo Co. BI S123180182
TC7287695.2s Page 49
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Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
1978 BAYSHORE CAR WASH INC Carwashes
1977 BAYSHORE CAR WASH INC Carwashes
Year: Name: Type:
EDR Hist Auto
130 ft. Site 31 of 31 in cluster A
0.025 mi.
Relative:
Lower
Actual:
28 ft.
< 1/8 SAN MATEO, CA 94401
NNE 400 E 4TH ST N/A
A32 BAYSHORE CAR WASH INC EDR Hist Auto 1021332655
2008 SAN MATEO DRY CLEANERS Drycleaning Plants, Except Rugs 2007 SAN MATEO DRY CLEANERS Drycleaning Plants, Except Rugs 2006 SAN MATEO DRY CLEANERS Drycleaning Plants, Except Rugs 2005 SAN MATEO DRY CLEANERS Drycleaning Plants, Except Rugs 2004 SAN MATEO DRY CLEANERS Drycleaning Plants, Except Rugs 1987 SAN MATEO LAUNDERETTE Coin-Operated Laundries And Cleaning Year: Name: Type:
EDR Hist Cleaner
135 ft. Site 1 of 7 in cluster C
0.026 mi.
Relative:
Higher
Actual:
29 ft.
< 1/8 SAN MATEO, CA 94401
SSE 507 S B ST N/A
C33 WARDROBE CLEANERS EDR Hist Cleaner 1018718794
Longitude: -122.320557253967
Latitude: 37.5656492777677
Global Id: T0608100197
Geo Track: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608100197 Case Type: LUST Cleanup Site
Lead Agency: SAN MATEO COUNTY LOP
City,State,Zip: SAN MATEO, CA 94401
Address: 405 EAST 4TH AVENUE
Name: T. ENDO AUTOMOTIVE
LUST:
EDR Link ID: SAN MATEO, CA
Case Type: SAN MATEO, CA
APN Number: 034182060
Global ID: T0608100197
Facility Status: 9- Case Closed
Facility ID: 110008
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA
Address: 405 E 4TH AVE
Name: T. ENDO AUTOMOTIVE
SAN MATEO CO. LUST:
HWTS
CERS
171 ft. Site 1 of 12 in cluster D HAZNET
0.032 mi. HIST CORTESE
Relative:
Lower
Actual:
27 ft.
< 1/8 SAN MATEO, CA 94401 Cortese
North 405 4TH San Mateo Co. BI N/A
D34 T. ENDO AUTOMOTIVE LUST S103893917
TC7287695.2s Page 50
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Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Date: 06/10/2010
Action Type: ENFORCEMENT
Global Id: T0608100197
Action: Staff Letter - #20031126
Date: 11/26/2003
Action Type: ENFORCEMENT
Global Id: T0608100197
Action: Notice of Responsibility - #1
Date: 11/21/1997
Action Type: ENFORCEMENT
Global Id: T0608100197
Action: Leak Reported
Date: 10/27/1987
Action Type: Other
Global Id: T0608100197
Action: Leak Discovery
Date: 11/10/1987
Action Type: Other
Global Id: T0608100197
Action: Email Correspondence - #20180424
Date: 04/24/2018
Action Type: ENFORCEMENT
Global Id: T0608100197
Action: Correspondence
Date: 03/06/2018
Action Type: RESPONSE
Global Id: T0608100197
Action: Monitoring Report - Semi-Annually
Date: 05/15/2012
Action Type: RESPONSE
Global Id: T0608100197
Action: Staff Letter - #20180416
Date: 04/16/2018
Action Type: ENFORCEMENT
Global Id: T0608100197
LUST:
or any professional interpretations made in the referenced report. does not take responsibility for the accuracy of the statements made Mateo County offices if submitted prior to 2005, San Mateo County Site History: Can be extracted from most recent report in Geotracker or at San Potential Contaminants of Concern: Gasoline
Potential Media Affect: Other Groundwater (uses other than drinking water) Local Case Number: 110008
File Location: Local Agency
Local Agency: Not reported
RB Case Number: 41-0207
Case Worker: Not reported
Status Date: 08/25/2014
Status: Completed - Case Closed
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Action: Staff Letter - #20090709
Date: 07/09/2009
Action Type: ENFORCEMENT
Global Id: T0608100197
Action: Staff Letter - #20031125
Date: 11/26/2003
Action Type: ENFORCEMENT
Global Id: T0608100197
Action: Notice of Violation - #20030603
Date: 06/03/2003
Action Type: ENFORCEMENT
Global Id: T0608100197
Action: Notice of Violation - #20050728
Date: 07/28/2005
Action Type: ENFORCEMENT
Global Id: T0608100197
Action: Well Destruction Report - Regulator Responded
Date: 08/25/2014
Action Type: RESPONSE
Global Id: T0608100197
Action: Site Assessment Report - Regulator Responded
Date: 05/15/2012
Action Type: RESPONSE
Global Id: T0608100197
Action: Other Workplan - Regulator Responded
Date: 08/15/2011
Action Type: RESPONSE
Global Id: T0608100197
Action: Well Installation Workplan - Regulator Responded Date: 03/01/2011
Action Type: RESPONSE
Global Id: T0608100197
Action: Staff Letter - #20140224
Date: 02/24/2014
Action Type: ENFORCEMENT
Global Id: T0608100197
Action: Staff Letter - #20140428
Date: 04/28/2014
Action Type: ENFORCEMENT
Global Id: T0608100197
Action: Closure/No Further Action Letter - #20140825
Date: 08/25/2014
Action Type: ENFORCEMENT
Global Id: T0608100197
Action: Notice of Responsibility - #20100610
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Action Type: RESPONSE
Global Id: T0608100197
Action: Monitoring Report - Semi-Annually
Date: 02/15/2008
Action Type: RESPONSE
Global Id: T0608100197
Action: Monitoring Report - Semi-Annually
Date: 08/15/2007
Action Type: RESPONSE
Global Id: T0608100197
Action: Monitoring Report - Semi-Annually
Date: 08/15/2004
Action Type: RESPONSE
Global Id: T0608100197
Action: Preliminary Site Assessment Workplan
Date: 03/26/2004
Action Type: RESPONSE
Global Id: T0608100197
Action: Preliminary Site Assessment Report
Date: 11/10/2005
Action Type: RESPONSE
Global Id: T0608100197
Action: Preliminary Site Assessment Report
Date: 08/01/2003
Action Type: RESPONSE
Global Id: T0608100197
Action: Electronic Reporting Submittal Due
Date: 11/01/2010
Action Type: RESPONSE
Global Id: T0608100197
Action: Staff Letter - #20111219
Date: 12/19/2011
Action Type: ENFORCEMENT
Global Id: T0608100197
Action: Staff Letter - #20100824
Date: 08/24/2010
Action Type: ENFORCEMENT
Global Id: T0608100197
Action: Notice of Responsibility - #20100625
Date: 06/25/2010
Action Type: ENFORCEMENT
Global Id: T0608100197
Action: Staff Letter - #20110715
Date: 07/15/2011
Action Type: ENFORCEMENT
Global Id: T0608100197
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Action: Monitoring Report - Semi-Annually
Date: 02/15/2010
Action Type: RESPONSE
Global Id: T0608100197
Action: Monitoring Report - Semi-Annually
Date: 08/15/2008
Action Type: RESPONSE
Global Id: T0608100197
Action: Monitoring Report - Semi-Annually
Date: 02/15/2009
Action Type: RESPONSE
Global Id: T0608100197
Action: Monitoring Report - Semi-Annually
Date: 02/15/2007
Action Type: RESPONSE
Global Id: T0608100197
Action: Monitoring Report - Semi-Annually
Date: 08/15/2006
Action Type: RESPONSE
Global Id: T0608100197
Action: Monitoring Report - Semi-Annually
Date: 02/15/2006
Action Type: RESPONSE
Global Id: T0608100197
Action: Monitoring Report - Semi-Annually
Date: 08/15/2005
Action Type: RESPONSE
Global Id: T0608100197
Action: Monitoring Report - Semi-Annually
Date: 02/15/2005
Action Type: RESPONSE
Global Id: T0608100197
Action: Monitoring Report - Quarterly
Date: 05/15/2011
Action Type: RESPONSE
Global Id: T0608100197
Action: Monitoring Report - Semi-Annually
Date: 08/15/2010
Action Type: RESPONSE
Global Id: T0608100197
Action: Monitoring Report - Quarterly
Date: 11/15/2010
Action Type: RESPONSE
Global Id: T0608100197
Action: Monitoring Report - Semi-Annually
Date: 08/15/2009
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Address: 405 4TH
Name: ENDO AUTOMOTIVE
San Mateo Co. BI:
Date Post Remedial Action Monitoring Began: Not reported Date Remediation Action Underway: Not reported
Pollution Remediation Plan Submitted: Not reported
Pollution Characterization Began: Not reported
Preliminary Site Assesment Began: 1/1/1965
Prelim. Site Assesment Wokplan Submitted: Not reported
Oversight Program: LUST
Date Leak Confirmed: Not reported
Leak Source: Unknown
Leak Cause: Unknown
How Discovered: OM
Case Number: 110008
Facility Status: Preliminary site assessment underway
Facility Id: Not reported
Region: 2
LUST REG 2:
Status Date: 08/25/2014
Status: Completed - Case Closed
Global Id: T0608100197
Status Date: 08/05/2013
Status: Open - Eligible for Closure
Global Id: T0608100197
Status Date: 12/19/2011
Status: Open - Verification Monitoring
Global Id: T0608100197
Status Date: 07/09/2007
Status: Open - Site Assessment
Global Id: T0608100197
Status Date: 10/27/1987
Status: Open - Site Assessment
Global Id: T0608100197
Status Date: 10/27/1987
Status: Open - Case Begin Date
Global Id: T0608100197
LUST:
Action: Monitoring Report - Semi-Annually
Date: 08/15/2011
Action Type: RESPONSE
Global Id: T0608100197
Action: Monitoring Report - Quarterly
Date: 02/15/2011
Action Type: RESPONSE
Global Id: T0608100197
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Enf Type: Not reported
Owner: Not reported
Longitude: Not reported
Latitude: Not reported
Site Code: Not reported
Status Date: Not reported
Cleanup Status: COMPLETED - CASE CLOSED
Site/Facility Type: LUST CLEANUP SITE
Global ID: T0608100197
Envirostor Id: Not reported
Region: CORTESE
City,State,Zip: SAN MATEO, CA 94401
Address: 405 EAST 4TH AVENUE
Name: T. ENDO AUTOMOTIVE
CORTESE:
Program Category: STORMWATER
Facility Status: Inactive, non-billable
Description: STORMWATER ANNUAL FEE - INSP FREQ EVERY 2 YRS Record Id: PR0068746
Prog Element Code: STORMWATER ANNUAL INSPECTION FEE
Facility ID: FA0016985
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 405 4TH
Name: ENDO AUTOMOTIVE
Program Category: UNDERGROUND TANK PROGRAM
Facility Status: Inactive, non-billable
Description: UNDERGROUND TANK - GENERAL
Record Id: PR0071944
Prog Element Code: UNDERGROUND TANK - GENERAL
Facility ID: FA0016985
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 405 4TH
Name: ENDO AUTOMOTIVE
Program Category: HAZARDOUS WASTE PROGRAM
Facility Status: Inactive, non-billable
Description: GENERATES & RECYCLES WASTE OIL/SOLVENT
Record Id: PR0010625
Prog Element Code: GENERATES and RECYCLES WASTE OIL/SOLVENT Facility ID: FA0016985
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 405 4TH
Name: ENDO AUTOMOTIVE
Program Category: BUSINESS PLAN PROGRAM
Facility Status: Inactive, non-billable
Description: STORES MV FUELS OR WASTE ONLY
Record Id: PR0003434
Prog Element Code: STORES MV FUELS OR WASTE ONLY
Facility ID: FA0016985
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
T. ENDO AUTOMOTIVE (Continued) S103893917
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Gepaid: CAC002929580
Year: 2017
Tons: 3.135
Regeneration, Organics Recovery Ect
Disposal Method: H039 - Other Recovery Of Reclamation For Reuse Including Acid CA Waste Code: 221 - Waste oil and mixed oil
TSD EPA ID: CAT080013352
Gepaid: CAC002929580
Year: 2017
Tons: 0.22935
Regeneration, Organics Recovery Ect
Disposal Method: H039 - Other Recovery Of Reclamation For Reuse Including Acid CA Waste Code: 223 - Unspecified oil-containing waste
TSD EPA ID: CAT080013352
Gepaid: CAC002929580
Year: 2017
Tons: 0.9
Landfill( To Include On-Site Treatment And/Or Stabilization) Disposal Method: H132 - Landfill Or Surface Impoundment That Will Be Closed As CA Waste Code: 352 - Other organic solids
TSD EPA ID: CAT000646117
Gepaid: CAC002929580
Year: 2017
Mailing Address: 530 EMERSON STREET, SUITE 150
Mailing Name: Not reported
Telephone: 6508471537
Contact: MR. MICHAEL FIELD
City,State,Zip: SAN MATEO, CA 94070
Address 2: Not reported
Address: 405 EAST 4TH AVENUE
Name: WINDY HILL PV SEVEN CM LLC
HAZNET:
Reg Id: 41-0207
Reg By: LTNKA
Facility County Code: 41
Region: CORTESE
City,State,Zip: SAN MATEO, CA
edr_fadd1: 405 4TH
edr_fname: T ENDO AUTOMOTIVE
HIST CORTESE:
File Name: Active Open
Waste Management Uit Name: Not reported
Solid Waste Id No: Not reported
WID Id: Not reported
Region 2: Not reported
Effective Date: Not reported
Waste Discharge System No: Not reported
Order No: Not reported
Flag: active
Swat R: Not reported
T. ENDO AUTOMOTIVE (Continued) S103893917
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Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: Y
Waste Quantity: 18
Quantity Tons: 25.38
Landfill( To Include On-Site Treatment And/Or Stabilization) Meth Code: H132 - Landfill Or Surface Impoundment That Will Be Closed As RCRA Code: Not reported
Waste Code Description: 611 - Contaminated soil from site clean-ups TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: CHEMICAL WASTE MANAGEMENT INC
TSDF EPA ID: CAT000646117
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: BRADLEY TANKS INC
Trans EPA ID: CAR000224568
Manifest ID: 018137511JJK
Receipt Date: 20171120
Creation Date: 5/30/2018 18:33:39
Shipment Date: 20171120
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 55
Quantity Tons: 0.22935
Regeneration, Organics Recovery Ect
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: Not reported
Waste Code Description: 223 - Unspecified oil-containing waste TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: ECOLOGY CONTROL IND
Trans 2 EPA ID: CAD982030173
Trans Name: WM ENVIROSERV
Trans EPA ID: CAR000276295
Manifest ID: 014499725JJK
Receipt Date: 20171206
Creation Date: 8/23/2018 18:30:16
Shipment Date: 20171121
Gen EPA ID: CAC002929580
Year: 2017
Additional Info:
Tons: 2258.82
Landfill( To Include On-Site Treatment And/Or Stabilization) Disposal Method: H132 - Landfill Or Surface Impoundment That Will Be Closed As CA Waste Code: 611 - Contaminated soil from site clean-up TSD EPA ID: CAT000646117
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Receipt Date: 20171115
Creation Date: 5/30/2018 18:33:39
Shipment Date: 20171115
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: Y
Waste Quantity: 18
Quantity Tons: 25.38
Landfill( To Include On-Site Treatment And/Or Stabilization) Meth Code: H132 - Landfill Or Surface Impoundment That Will Be Closed As RCRA Code: Not reported
Waste Code Description: 611 - Contaminated soil from site clean-ups TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: CHEMICAL WASTE MANAGEMENT INC
TSDF EPA ID: CAT000646117
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: PAREDES TRANSPORT
Trans EPA ID: CAR000266569
Manifest ID: 018137519JJK
Receipt Date: 20171115
Creation Date: 5/30/2018 18:33:39
Shipment Date: 20171115
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: Y
Waste Quantity: 18
Quantity Tons: 25.38
Landfill( To Include On-Site Treatment And/Or Stabilization) Meth Code: H132 - Landfill Or Surface Impoundment That Will Be Closed As RCRA Code: Not reported
Waste Code Description: 611 - Contaminated soil from site clean-ups TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: CHEMICAL WASTE MANAGEMENT INC
TSDF EPA ID: CAT000646117
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: G&H TRANSPORT
Trans EPA ID: CAR000259382
Manifest ID: 018137520JJK
Receipt Date: 20171115
Creation Date: 5/30/2018 18:33:39
Shipment Date: 20171115
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
T. ENDO AUTOMOTIVE (Continued) S103893917
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Trans Name: CHEMICAL WASTE MANAGEMENT INC
TSDF EPA ID: CAT000646117
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: E & A TRUCKING
Trans EPA ID: CAR000159046
Manifest ID: 018137516JJK
Receipt Date: 20171115
Creation Date: 5/30/2018 18:33:39
Shipment Date: 20171115
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: Y
Waste Quantity: 18
Quantity Tons: 25.38
Landfill( To Include On-Site Treatment And/Or Stabilization) Meth Code: H132 - Landfill Or Surface Impoundment That Will Be Closed As RCRA Code: Not reported
Waste Code Description: 611 - Contaminated soil from site clean-ups TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: CHEMICAL WASTE MANAGEMENT INC
TSDF EPA ID: CAT000646117
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: INC TRUCKING
Trans EPA ID: CAR000148809
Manifest ID: 018137517JJK
Receipt Date: 20171115
Creation Date: 5/30/2018 18:33:39
Shipment Date: 20171115
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: Y
Waste Quantity: 18
Quantity Tons: 25.38
Landfill( To Include On-Site Treatment And/Or Stabilization) Meth Code: H132 - Landfill Or Surface Impoundment That Will Be Closed As RCRA Code: Not reported
Waste Code Description: 611 - Contaminated soil from site clean-ups TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: CHEMICAL WASTE MANAGEMENT INC
TSDF EPA ID: CAT000646117
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: E&A TRUCKING
Trans EPA ID: CAL000158096
Manifest ID: 018137518JJK
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Quantity Tons: 25.38
Landfill( To Include On-Site Treatment And/Or Stabilization) Meth Code: H132 - Landfill Or Surface Impoundment That Will Be Closed As RCRA Code: Not reported
Waste Code Description: 611 - Contaminated soil from site clean-ups TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: CHEMICAL WASTE MANAGEMENT INC
TSDF EPA ID: CAT000646117
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: NAVARRO TRUCKING
Trans EPA ID: CAR000269878
Manifest ID: 018137514JJK
Receipt Date: 20171115
Creation Date: 5/30/2018 18:33:39
Shipment Date: 20171115
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: Y
Waste Quantity: 18
Quantity Tons: 25.38
Landfill( To Include On-Site Treatment And/Or Stabilization) Meth Code: H132 - Landfill Or Surface Impoundment That Will Be Closed As RCRA Code: Not reported
Waste Code Description: 611 - Contaminated soil from site clean-ups TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: CHEMICAL WASTE MANAGEMENT INC
TSDF EPA ID: CAT000646117
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: V CH TRUCKING
Trans EPA ID: CAL000427857
Manifest ID: 018137515JJK
Receipt Date: 20171115
Creation Date: 5/30/2018 18:33:39
Shipment Date: 20171115
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: Y
Waste Quantity: 18
Quantity Tons: 25.38
Landfill( To Include On-Site Treatment And/Or Stabilization) Meth Code: H132 - Landfill Or Surface Impoundment That Will Be Closed As RCRA Code: Not reported
Waste Code Description: 611 - Contaminated soil from site clean-ups TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
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quantities.
storing/handling a hazardous material at or above reportable Violation Description: Failure to complete and electronically submit a business plan when
6.95, Section(s) 25508(a)(1)
Citation: HSC 6.95 25508(a)(1) - California Health and Safety Code, Chapter Violation Date: 07-18-2022
Site Name: Windy Hill PV Seven CM, LLC
Site ID: 613219
Violations:
CERS Description: Chemical Storage Facilities
CERS ID: 10899637
Site ID: 613219
City,State,Zip: SAN MATEO, CA 94401
Address: 405 E 4TH AVE
Name: WINDY HILL PV SEVEN CM, LLC
CERS Description: Leaking Underground Storage Tank Cleanup Site CERS ID: T0608100197
Site ID: 240753
City,State,Zip: SAN MATEO, CA 94401
Address: 405 EAST 4TH AVENUE
Name: T. ENDO AUTOMOTIVE
CERS:
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: Y
Waste Quantity: 18
Quantity Tons: 25.38
Landfill( To Include On-Site Treatment And/Or Stabilization) Meth Code: H132 - Landfill Or Surface Impoundment That Will Be Closed As RCRA Code: Not reported
Waste Code Description: 611 - Contaminated soil from site clean-ups TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: CHEMICAL WASTE MANAGEMENT INC
TSDF EPA ID: CAT000646117
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: NAVARRO TRUCKING
Trans EPA ID: CAR000269878
Manifest ID: 018137513JJK
Receipt Date: 20171115
Creation Date: 5/30/2018 18:30:45
Shipment Date: 20171115
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: Y
Waste Quantity: 18
T. ENDO AUTOMOTIVE (Continued) S103893917
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Site ID: 613219
Coordinates:
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
Eval Notes: HMBP Review
Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 08-11-2022
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
Eval Notes: HMBP Overdue List - Cite Violation
Eval Type: Other, not routine, done by local agency
Violations Found: Yes
Eval Date: 07-18-2022
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
were observed on-site: 119 gallon diesel tank that feeds a fire pump. material business plan inspection. The following hazardous materials Eval Notes: Today I met with Allen Aufang on-site and performed the hazardous Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 07-19-2022
Eval General Type: Compliance Evaluation Inspection
Evaluation:
Violation Source: CERS,
Violation Program: HMRRP
Violation Division: San Mateo County Environmental Health the comply by date.
Submit documentation of correction to the unified program agency by ACTION: Establish and implement a business plan for the facility. materials at or above the reportable threshold quantities. CORRECTIVE to establish and implement a business plan when handling hazardous Violation Notes: Returned to compliance on 08/11/2022. OBSERVATION: The business failed quantities.
storing/handling a hazardous material at or above reportable Violation Description: Failure to adequately establish and implement a business plan when Section(s) 25507
Citation: HSC 6.95 25507 - California Health and Safety Code, Chapter 6.95, Violation Date: 07-19-2022
Site Name: Windy Hill PV Seven CM, LLC
Site ID: 613219
Violation Source: CERS,
Violation Program: HMRRP
Violation Division: San Mateo County Environmental Health not been submitted.
Violation Notes: Returned to compliance on 08/11/2022. A complete HMBP submission has T. ENDO AUTOMOTIVE (Continued) S103893917
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Affiliation Zip: Not reported
Affiliation Country: Not reported
Affiliation State: Not reported
Affiliation City: Not reported
Affiliation Address: Not reported
Entity Title: Not reported
Entity Name: Yvette Yamagata
Affiliation Type Desc: Document Preparer
Affiliation Phone: (650) 856-0926,
Affiliation Zip: 94304
Affiliation Country: United States
Affiliation State: CA
Affiliation City: Palo Alto
Affiliation Address: 755 Page Mill Rd, Ste BT-100
Entity Title: Not reported
Entity Name: Windy Hill PV Seven CM, LLC c/o Wheatley Properties Affiliation Type Desc: Property Owner
Affiliation Phone: (650) 856-0926,
Affiliation Zip: 94304
Affiliation Country: United States
Affiliation State: CA
Affiliation City: Palo Alto
Affiliation Address: 755 Page Mill Rd, Ste BT-100
Entity Title: Not reported
Entity Name: Windy Hill PV Seven CM, LLC c/o Wheatley Properties Affiliation Type Desc: Legal Owner
Affiliation Phone: ,
Affiliation Zip: Not reported
Affiliation Country: Not reported
Affiliation State: Not reported
Affiliation City: Not reported
Affiliation Address: Not reported
Entity Title: Property Manager
Entity Name: Yvette Yamagata
Affiliation Type Desc: Identification Signer
Affiliation Phone: ,
Affiliation Zip: 94304
Affiliation Country: Not reported
Affiliation State: CA
Affiliation City: Palo Alto
Affiliation Address: 755 Page Mill Rd, Ste BT-100
Entity Title: Not reported
Entity Name: Mailing Address
Affiliation Type Desc: Facility Mailing Address
Affiliation:
Longitude: -122.320770
Latitude: 37.565670
Ref Point Type Desc: Center of a facility or station.,
Coord Name: Not reported
Program ID: 10899637
Env Int Type Code: HMBP
Facility Name: Windy Hill PV Seven CM, LLC
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Owner Name: WINDY HILL PV SEVEN CM LLC
Mailing City,State,Zip: PALO ALTO, CA 94301
Mailing Address 2: Not reported
Mailing Address: 530 EMERSON STREET, SUITE 150
Mailing Name: Not reported
Last Act Date: Not reported
Create Date: 09/25/2017
Inactive Date: 12/26/2017
EPA ID: CAC002929580
City,State,Zip: SAN MATEO, CA 94070
Address 2: Not reported
Address: 405 EAST 4TH AVENUE 330 SOUTH CLAREMONT STREET Name: WINDY HILL PV SEVEN CM LLC
HWTS:
Affiliation Phone: (650) 856-0926,
Affiliation Zip: Not reported
Affiliation Country: Not reported
Affiliation State: Not reported
Affiliation City: Not reported
Affiliation Address: Not reported
Entity Title: Not reported
Entity Name: Wheatley Properties
Affiliation Type Desc: Operator
Affiliation Phone: (650) 372-6200,
Affiliation Zip: 94403
Affiliation Country: Not reported
Affiliation State: CA
Affiliation City: San Mateo
Affiliation Address: 2000 Alameda de las Pulgas, Suite 100 Entity Title: Not reported
Entity Name: San Mateo County Environmental Health
Affiliation Type Desc: CUPA District
Affiliation Phone: ,
Affiliation Zip: Not reported
Affiliation Country: Not reported
Affiliation State: Not reported
Affiliation City: Not reported
Affiliation Address: Not reported
Entity Title: Not reported
Entity Name: Wheatley Properties LP
Affiliation Type Desc: Parent Corporation
Affiliation Phone: ,
Affiliation Zip: 94304
Affiliation Country: Not reported
Affiliation State: CA
Affiliation City: Palo Alto
Affiliation Address: 755 Page Mill Rd, Ste BT-100
Entity Title: Not reported
Entity Name: Yvette Yamagata
Affiliation Type Desc: Environmental Contact
Affiliation Phone: ,
T. ENDO AUTOMOTIVE (Continued) S103893917
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Longitude: -122.320596
Latitude: 37.566308
Category: STATE
Facility Type: TEMPORARY
Facility Status: Inactive
City,State,Zip: PALO ALTO, CA 94301
Contact Address 2: Not reported
Contact Address: 530 EMERSON STREET, SUITE 150
Contact Name: MR. MICHAEL FIELD
Owner City,State,Zip: PALO ALTO, CA 94301
Owner Address 2: Not reported
Owner Address: 530 EMERSON STREET, SUITE 150
T. ENDO AUTOMOTIVE (Continued) S103893917
removed. CORRECTIVE ACTION: Update SPCC plan to properly address procedure has changed now that the remote fill piping has been procedures used to prevent overfills for each container. The filling prevention methods, including a description of the systems or Violation Notes: OBSERVATION: Failure to adequately describe in the SPCC Plan, overfill prevent overfills for each container.
methods, including a description of the systems or procedures used to Violation Description: Failure to adequately describe in the SPCC Plan, overfill prevention
6.67, Section(s) 25270.4.5(a)
Citation: HSC 6.67 25270.4.5(a) - California Health and Safety Code, Chapter Violation Date: 10-06-2022
Site Name: DRAEGERS SUPERMARKETS INC
Site ID: 359456
Violations:
CERS Description: Chemical Storage Facilities
CERS ID: 10646239
Site ID: 359456
City,State,Zip: SAN MATEO, CA 94401
Address: 222 4TH AVE
Name: DRAEGERS SUPERMARKETS INC
CERS:
CERS Description: Aboveground Petroleum Storage
CERS ID: 10646239
Site ID: 359456
City,State,Zip: SAN MATEO, CA 94401
Address: 222 4TH AVE
Name: DRAEGERS SUPERMARKETS INC
CERS TANKS:
CERS Description: Hazardous Waste Generator
CERS ID: 10646239
Site ID: 359456
City,State,Zip: SAN MATEO, CA 94401
Address: 222 4TH AVE
Name: DRAEGERS SUPERMARKETS INC
CERS HAZ WASTE:
175 ft. Site 2 of 16 in cluster B
0.033 mi.
Relative:
Higher
Actual:
34 ft.
< 1/8 SAN MATEO, CA 94401 CERS
WSW 222 4TH AVE CERS TANKS N/A
B35 DRAEGERS SUPERMARKETS INC CERS HAZ WASTE S123512628 TC7287695.2s Page 66
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Violation Program: HMRRP
Violation Division: San Mateo County Environmental Health the comply by date.
activities page with the correct APSA information and submit HMBP by not include all required APSA information. REQUIRED ACTION: Update Violation Notes: Returned to compliance on 01/14/2021. OBSERVED: Activities page does Page and/or Business Owner Operator Identification Page.
Violation Description: Failure to complete and electronically submit the Business Activities
6.95, Section(s) 25508(a)(3)
Citation: HSC 6.95 25508(a)(3) - California Health and Safety Code, Chapter Violation Date: 11-09-2020
Site Name: DRAEGERS SUPERMARKETS INC
Site ID: 359456
Violation Source: CERS,
Violation Program: HMRRP
Violation Division: San Mateo County Environmental Health current training to the CUPA in 30 days.
Maintain records of training available for 3 years. Submit evidence of emergency response procedures, and proper use of response equipment. required training that includes: safe handling hazardous materials, available. CORRECTIVE ACTION: Ensure all employees receive the Violation Notes: OBSERVATION: The records of initial/annual employee training were not records for a minimum of three years.
hazardous material or failure to document and maintain training safety procedures in the event of a release or threatened release of a Violation Description: Failure to provide initial and annual training to all employees in
6.95, Section(s) 25505(a)(4)
Citation: HSC 6.95 25505(a)(4) - California Health and Safety Code, Chapter Violation Date: 10-06-2022
Site Name: DRAEGERS SUPERMARKETS INC
Site ID: 359456
Violation Source: CERS,
Violation Program: HW
Violation Division: San Mateo County Environmental Health Provide evidence of completion to Env. Health within 30 days. detergent and vitamins. Update labels and properly segregate wastes. found on containers of aerosol cans and a container with both Violation Notes: Returned to compliance on 05/17/2017. No accumulation start dates were date.
characteristics of the Hazardous Waste, and starting accumulation name and address of the generator, physical and chemical portable tanks with the following requirements: "Hazardous Waste", Violation Description: Failure to properly label hazardous waste accumulation containers and Chapter 12, Section(s) 66262.34(f)
Citation: 22 CCR 12 66262.34(f) - California Code of Regulations, Title 22, Violation Date: 04-24-2017
Site Name: DRAEGERS SUPERMARKETS INC
Site ID: 359456
Violation Source: CERS,
Violation Program: APSA
Violation Division: San Mateo County Environmental Health Submit updated SPCC plan to the CUPA in 30 days.
systems or procedures used to prevent overfills for each container. current overfill prevention methods, including a description of the DRAEGERS SUPERMARKETS INC (Continued) S123512628
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Section(s) 25160.2
Citation: HSC 6.5 25160.2 - California Health and Safety Code, Chapter 6.5, Violation Date: 12-26-2018
Site Name: DRAEGERS SUPERMARKETS INC
Site ID: 359456
Violation Source: CERS,
Violation Program: APSA
Violation Division: San Mateo County Environmental Health SPCC plan to the CUPA in 30 days.
prevention and who reports to facility management. Submit an updated CORRECTIVE ACTION: Designate a person accountable for discharge designated employee no longer appears to be employed by Draegers. prevention and who reports to facility management. The current Violation Notes: OBSERVATION: Failure to designate a person accountable for discharge for discharge prevention at facility.
Violation Description: Failure to designate person who reports to management as accountable
6.67, Section(s) 25270.4.5(a)
Citation: HSC 6.67 25270.4.5(a) - California Health and Safety Code, Chapter Violation Date: 10-06-2022
Site Name: DRAEGERS SUPERMARKETS INC
Site ID: 359456
Violation Source: CERS,
Violation Program: HW
Violation Division: San Mateo County Environmental Health provide evidence of completion to Env. Health within 30 days. equipment locations posted. Post this at the facility phone and Violation Notes: Returned to compliance on 07/25/2017. No emergency phone numbers or department, unless the facility has a direct alarm.
present, fire alarm; and (C) The telephone number of the fire Location of fire extinguishers and spill control material, and, if The name and telephone number of the emergency coordinator; (B) Violation Description: Failure to post the following information next to the telephone: (A) 40, Chapter 1, Section(s) 262.34(d)(5)(ii)
Citation: 40 CFR 1 262.34(d)(5)(ii) - U.S. Code of Federal Regulations, Title Violation Date: 04-24-2017
Site Name: DRAEGERS SUPERMARKETS INC
Site ID: 359456
Violation Source: CERS,
Violation Program: HW
Violation Division: San Mateo County Environmental Health submit a copy of the manifest/receipt to the CUPA.
CORRECTIVE ACTION: Dispose of the universal waste listed above and warehouse were observed with an accumulation start date of 5/5/2021.
Violation Notes: OBSERVATION: Fluorescent lamps and waste batteries located in the accumulated from the date it became a waste or was received. demonstrate the length of time that the universal waste has been Violation Description: Failure to accumulate universal waste for one year or less and to 23, Section(s) 66273.35
Citation: 22 CCR 23 66273.35 - California Code of Regulations, Title 22, Chapter Violation Date: 10-06-2022
Site Name: DRAEGERS SUPERMARKETS INC
Site ID: 359456
Violation Source: CERS,
DRAEGERS SUPERMARKETS INC (Continued) S123512628
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possibility of a fire, explosion, or any unplanned sudden or Violation Description: Failure to maintain and operate the facility to minimize the 1, Section(s) 265.31
Citation: 40 CFR 1 265.31 - U.S. Code of Federal Regulations, Title 40, Chapter Violation Date: 12-26-2018
Site Name: DRAEGERS SUPERMARKETS INC
Site ID: 359456
Violation Source: CERS,
Violation Program: HMRRP
Violation Division: San Mateo County Environmental Health compliance to the CUPA in 30 days.
have the business plan readily available and submit a statement of emergency response or training. Document that appropriate personnel business or the unified program facility with responsibilities for ACTION: Provide a readily available business plan to personnel of the hazardous material business plan or where to find a copy. CORRECTIVE or training. Several employees were unaware the facility has a unified program facility with responsibilities for emergency response business plan readily available to personnel of the business or the Violation Notes: OBSERVATION: The business failed to have the hazardous material emergency response or training.
business or the unified program facility with responsibilities for Violation Description: Failure to have a business plan readily available to personnel of the Section(s) 25505(c)
Citation: HSC 6.95 25505(c) - California Health and Safety Code, Chapter 6.95, Violation Date: 10-06-2022
Site Name: DRAEGERS SUPERMARKETS INC
Site ID: 359456
Violation Source: CERS,
Violation Program: HW
Violation Division: San Mateo County Environmental Health properly trained within 60 days.
documentation to the CUPA demonstrating that employees have been handling and emergency procedures. CORRECTIVE ACTION: Submit Violation Notes: OBSERVATION: Employees are not thoroughly familiar with proper waste responsibilities during normal facility operations and emergencies. proper waste handling and emergency procedures, relevant to their Violation Description: Failure to ensure that all employees are thoroughly familiar with 40, Chapter 1, Section(s) 262.34(d)(5)(iii)
Citation: 40 CFR 1 262.34(d)(5)(iii) - U.S. Code of Federal Regulations, Title Violation Date: 10-06-2022
Site Name: DRAEGERS SUPERMARKETS INC
Site ID: 359456
Violation Source: CERS,
Violation Program: HW
Violation Division: San Mateo County Environmental Health Env. Health within 30 days.
inspection. Please keep 3 years of records on site. Submit copies to universal and hazardous waste at VSQG could not be located during the Violation Notes: Returned to compliance on 01/23/2019. A record of drop-off for of receipts for three years.
of the required consolidated manifesting procedures and retain copies be transported on a consolidated manifest to comply with one or more Violation Description: Failure of a generator of hazardous waste that meets the conditions to DRAEGERS SUPERMARKETS INC (Continued) S123512628
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10/16/20, however corrections are required. REQUIRED ACTION: Correct Violation Notes: Returned to compliance on 01/14/2021. OBSERVED: Plan last submitted annually unless a current Business Plan has been submitted.
Violation Description: Failure to submit a tank facility statement on or before January 1 Code, Chapter 6.67, Section(s) 25270.6(a)(1), 25270.6(a)(2) Citation: HSC 6.67 25270.6(a)(1), 25270.6(a)(2) - California Health and Safety Violation Date: 11-09-2020
Site Name: DRAEGERS SUPERMARKETS INC
Site ID: 359456
Violation Source: CERS,
Violation Program: HW
Violation Division: San Mateo County Environmental Health correction to Env. Health within 30 days.
equipment and keep equipment free from obstacles. Submit evidence of shipping and receiving area was blocked by boxes. Maintain safety Violation Notes: Returned to compliance on 01/23/2019. Eyewash station near the of emergency.
and decontamination equipment to assure its proper operation in time or alarm systems, fire protection equipment, spill control equipment, Violation Description: Failure to test and maintain as necessary all facility communications 1, Section(s) 265.33
Citation: 40 CFR 1 265.33 - U.S. Code of Federal Regulations, Title 40, Chapter Violation Date: 12-26-2018
Site Name: DRAEGERS SUPERMARKETS INC
Site ID: 359456
Violation Source: CERS,
Violation Program: HMRRP
Violation Division: San Mateo County Environmental Health the comply by date.
a copy of the completed training for all employees to Env. Health by initial/annual training located on site today. REQUIRED ACTION: Submit Violation Notes: Returned to compliance on 12/07/2020. OBSERVED: No record of records for a minimum of three years.
hazardous material or failure to document and maintain training safety procedures in the event of a release or threatened release of a Violation Description: Failure to provide initial and annual training to all employees in
6.95, Section(s) 25505(a)(4)
Citation: HSC 6.95 25505(a)(4) - California Health and Safety Code, Chapter Violation Date: 11-09-2020
Site Name: DRAEGERS SUPERMARKETS INC
Site ID: 359456
Violation Source: CERS,
Violation Program: HW
Violation Division: San Mateo County Environmental Health Health within 30 days.
heat, sparks, or ignition. Submit evidence of correction to Env. ends. Ensure that all lithium batteries are properly stored to prevent in the universal waste battery container did not have taped terminal properly managed to prevent a release of contents. A lithium battery or have their dispensers removed. Ensure that all aerosol cans are Violation Notes: Returned to compliance on 01/23/2019. Not all aerosol cans are bagged the environment.
to air, soil, or surface water which could threaten human health or non-sudden release of hazardous waste or hazardous waste constituents DRAEGERS SUPERMARKETS INC (Continued) S123512628
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Violation Notes: Returned to compliance on 04/02/2019. No record of HMBP training could records for a minimum of three years.
hazardous material or failure to document and maintain training safety procedures in the event of a release or threatened release of a Violation Description: Failure to provide initial and annual training to all employees in
6.95, Section(s) 25505(a)(4)
Citation: HSC 6.95 25505(a)(4) - California Health and Safety Code, Chapter Violation Date: 12-26-2018
Site Name: DRAEGERS SUPERMARKETS INC
Site ID: 359456
Violation Source: CERS,
Violation Program: HMRRP
Violation Division: San Mateo County Environmental Health copy with your HMBP on site.
a copy to Env. Health. Submit a copy by the comply by date and keep a owner notification letter or record to your property owner and provide a new property owner. REQUIRED ACTION: Submit the one time property Violation Notes: Returned to compliance on 11/20/2020. OBSERVED: Undetermined. There is provisions.
subject to the business plan program and has complied with its Violation Description: Failure to notify property owner in writing that the business is Section(s) 25505.1
Citation: HSC 6.95 25505.1 - California Health and Safety Code, Chapter 6.95, Violation Date: 11-09-2020
Site Name: DRAEGERS SUPERMARKETS INC
Site ID: 359456
Violation Source: CERS,
Violation Program: HMRRP
Violation Division: San Mateo County Environmental Health office for assistance.
evidence of completion to Env. Health within 30 days. Contact our that you have complied with the HMBP requirement in writing. Send plan within 30 days. Conduct training and notify the property owner https://ehesubmit.smchealth.org/ to submit your business plan. Submit plan. You can visit http://cers.calepa.ca.gov/ or
hazardous material storage and Submit a hazardous material business following: Get a San Mateo County Environmental Health Permit for at 1000 cubic feet or more of refrigerant is required to do the listed as storing R-22 at 1,800 lbs / 7,763 Cubic feet. Any facility the capacity of the refrigerant stored on site. The store is currently Violation Notes: Returned to compliance on 01/11/2017. Facility was not able to provide quantities.
storing/handling a hazardous material at or above reportable Violation Description: Failure to adequately establish and implement a business plan when Section(s) 25507
Citation: HSC 6.95 25507 - California Health and Safety Code, Chapter 6.95, Violation Date: 11-17-2016
Site Name: DRAEGERS SUPERMARKETS INC
Site ID: 359456
Violation Source: CERS,
Violation Program: APSA
Violation Division: San Mateo County Environmental Health the plan completion date.
the APSA section including the proper number of gallons (no units) and DRAEGERS SUPERMARKETS INC (Continued) S123512628
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SPCC Plan.
personnel at least once a year to assure adequate understanding of the Violation Description: Failure to conduct spill prevention briefing for oil-handling
6.67, Section(s) 25270.4.5(a)
Citation: HSC 6.67 25270.4.5(a) - California Health and Safety Code, Chapter Violation Date: 10-06-2022
Site Name: DRAEGERS SUPERMARKETS INC
Site ID: 359456
Violation Source: CERS,
Violation Program: HW
Violation Division: San Mateo County Environmental Health and universal waste.
CUPA, in 7 days, all disposal records available for hazardous waste time of inspection. CORRECTIVE ACTION: Locate a copy and submit to the Violation Notes: OBSERVATION: Recent waste disposal records were not available at the designated facility which received the waste.
for transport shall be kept until receiving a signed copy from the transporter. The manifest signed at the time the waste was accepted three years from the date the waste was accepted by the initial Violation Description: Failure to keep a copy of each properly signed manifest for at least Chapter 12, Section(s) 66262.40(a)
Citation: 22 CCR 12 66262.40(a) - California Code of Regulations, Title 22, Violation Date: 10-06-2022
Site Name: DRAEGERS SUPERMARKETS INC
Site ID: 359456
Violation Source: CERS,
Violation Program: APSA
Violation Division: San Mateo County Environmental Health sufficient to meet the requirements.
the plan noted for clarity and to ensure the descriptions are and submit the substantial harm criteria. 6. Review minor comments on 100% of the drum for secondary containment requirements. 5. Complete incomplete. 4. Verify the over pack for the 55 gallon drum can contain flow section, mainly for the 55 gallon drum that was partially over 55 gallons. 3. Review and update the prediction and direction of Complete the certification page. 2. Add the transformer to the plan if plan) to Env. Health by the comply by date. REQUIRED ACTION: 1. these items and re-submit a copy of the corrections (or copy of the Some items are incomplete as detailed in the comments. Please update progress of completing the Tier I template per the APSA requirements.
Violation Notes: Returned to compliance on 01/14/2021. OBSERVATIONS: Facility is in the requirements.
Violation Description: Failure to prepare an SPCC Plan that meets all applicable
6.67, Section(s) 25270.4.5(a)
Citation: HSC 6.67 25270.4.5(a) - California Health and Safety Code, Chapter Violation Date: 11-09-2020
Site Name: DRAEGERS SUPERMARKETS INC
Site ID: 359456
Violation Source: CERS,
Violation Program: HMRRP
Violation Division: San Mateo County Environmental Health emergency response training jointly.
within 30 days. Recommend conducting hazardous waste and HMBP be located on site. Submit evidence of completion to Env. Health DRAEGERS SUPERMARKETS INC (Continued) S123512628
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inventory information for all reportable hazardous materials on site Violation Description: Failure to complete and electronically submit hazardous material
6.95, Section(s) 25508(a)(3)
Citation: HSC 6.95 25508(a)(3) - California Health and Safety Code, Chapter Violation Date: 11-09-2020
Site Name: DRAEGERS SUPERMARKETS INC
Site ID: 359456
Violation Source: CERS,
Violation Program: APSA
Violation Division: San Mateo County Environmental Health comply by date.
complete this. Submit evidence of completion to Env. Health by the of time. An underground storage tank testing company may be able to with a specified pressure of air and verifying no change over a period integrity. Typically this is done by filling the secondary containment so that the the buried piping secondary containment can be tested for test was conducted or install proper testing equipment at the piping the fill location). REQUIRED ACTION: Verify with installer if this location and piping observed does not appear to have a test boot (at Violation Notes: Returned to compliance on 06/16/2022. OBSERVED: Remote fueling replacement.
time of installation, modification, construction, relocation, or Violation Description: Failure to perform integrity and leak testing of buried piping at the
6.67, Section(s) 25270.4.5(a)
Citation: HSC 6.67 25270.4.5(a) - California Health and Safety Code, Chapter Violation Date: 11-09-2020
Site Name: DRAEGERS SUPERMARKETS INC
Site ID: 359456
Violation Source: CERS,
Violation Program: HMRRP
Violation Division: San Mateo County Environmental Health other maps). Submit the map in the HMBP portal by the comply by date. architectural footprint of this level would be ideal, similar to the / exits as well as any drains in the parking garage (ideally an diesel in the paint/facilities storage room. Please add the entrances REQUIRED ACTION: Update map to include location of 55 gallon drum diesel, not reported on the HMBP, was located at the facility today.
Violation Notes: Returned to compliance on 01/14/2021. OBSERVED: A 55 gallon drum of required content.
Violation Description: Failure to complete and electronically submit a site map with all
6.95, Section(s) 25508(a)(3)
Citation: HSC 6.95 25508(a)(3) - California Health and Safety Code, Chapter Violation Date: 11-09-2020
Site Name: DRAEGERS SUPERMARKETS INC
Site ID: 359456
Violation Source: CERS,
Violation Program: APSA
Violation Division: San Mateo County Environmental Health Provide compliance verification to the CUPA in 30 days.
CORRECTIVE ACTION: Conduct spill prevention briefings annually.
Malfunctioning components; Recently developed precautionary measures. one or more of the following: Known discharges or failures; prevention briefings at least once a year - highlighting or describing Violation Notes: OBSERVATION: Unable to confirm if the facility conducted spill DRAEGERS SUPERMARKETS INC (Continued) S123512628
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Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 01-14-2021
Eval General Type: Other/Unknown
Evaluation:
Violation Source: CERS,
Violation Program: HW
Violation Division: San Mateo County Environmental Health within 30 days.
date you begin filling). Submit evidence of correction to Env. Health each hazardous waste container with an accumulation start date (the battery container was not marked with an accumulation start date. Mark container was not marked with an accumulation start date. The waste Violation Notes: Returned to compliance on 01/23/2019. Hazardous waste Aerosol date.
characteristics of the Hazardous Waste, and starting accumulation name and address of the generator, physical and chemical portable tanks with the following requirements: "Hazardous Waste", Violation Description: Failure to properly label hazardous waste accumulation containers and Chapter 12, Section(s) 66262.34(f)
Citation: 22 CCR 12 66262.34(f) - California Code of Regulations, Title 22, Violation Date: 12-26-2018
Site Name: DRAEGERS SUPERMARKETS INC
Site ID: 359456
Violation Source: CERS,
Violation Program: APSA
Violation Division: San Mateo County Environmental Health for the last 12 months to the CUPA in 7 days.
for at least 3 years. Submit evidence of completed monthly inspections inspections and testing, signed by appropriate supervisor/inspector, CORRECTIVE ACTION: Keep written inspection procedures, records of and tests, including integrity tests, for at least three years. or inspector. 2. Keep written procedures and records of inspections tests, including integrity tests, signed by the appropriate supervisor requirements during the inspection: 1. Have record of inspections and Violation Notes: OBSERVATION: Unable to determine compliance with the following tests, for at least three years. 3. Keep comparison records. procedures and records of inspections and tests, including integrity signed by the appropriate supervisor or inspector. 2. Keep written Have record of inspections and tests, including integrity tests, Violation Description: Failure to comply with one or more of the following requirements: 1.
6.67, Section(s) 25270.4.5(a)
Citation: HSC 6.67 25270.4.5(a) - California Health and Safety Code, Chapter Violation Date: 10-06-2022
Site Name: DRAEGERS SUPERMARKETS INC
Site ID: 359456
Violation Source: CERS,
Violation Program: HMRRP
Violation Division: San Mateo County Environmental Health steel drum diesel in the paint/facilities storage room.
REQUIRED ACTION: Update inventory to include location of 55 gallon diesel, not reported on the HMBP, was located at the facility today.
Violation Notes: Returned to compliance on 01/14/2021. OBSERVED: A 55 gallon drum of at or above reportable quantities.
DRAEGERS SUPERMARKETS INC (Continued) S123512628
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hazardous waste, mainly aerosols, universal waste batteries, and small waste generation processes: Facility typically generates retail https://hwts.dtsc.ca.gov/facility/CAL000383296 Description of the paint room. Records: EPA ID Active:
Warehouse, trash, below-grade parking structure generator room and Eval Notes: Modified inspection procedures used. Scope of the inspection:
Eval Type: Routine done by local agency
Violations Found: No
Eval Date: 11-09-2020
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
activity.
Eval Notes: Accepted HMBP submission with comment that it is missing the APSA Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 06-30-2020
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
Eval Notes: Facility submitted both on CERS and Portal. CERS submission rejected.
Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 03-15-2017
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
prevent email reminders from going out.
Eval Notes: Duplicate submission had to be reviewed and accepted in order to Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 02-12-2018
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
Eval Notes: HMBP Review
Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 02-11-2022
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
submission.
remaining violation. Assisted with map upload issues on second records from the HMBP are to be sent via email to close out the one corrections. Second submission discussed via phone. The training Eval Notes: Assisted with map upload and requested submission of HMBP with minor DRAEGERS SUPERMARKETS INC (Continued) S123512628
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batteries managed as universal waste. One inventory sheet from 2017 Eval Notes: Aerosol cans managed as hazardous waste (one bin < 30 gals). Dry cell Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 12-26-2018
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS,
Eval Program: APSA
Eval Division: San Mateo County Environmental Health
diesel belly tank is located below grade and is classified as a TIUGA. no evidence of a petroleum release around the diesel belly tank. The performed the APSA inspection. During the APSA inspection, there was Eval Notes: Today I met with Larry Ferguson and Hector Ortega on-site and Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 10-06-2022
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS,
Eval Program: HW
Eval Division: San Mateo County Environmental Health
material classifications.
employees are trained to properly differentiate between those two considered a reverse distribution acceptable product. Show that determine what can be considered waste as compared to what is documented. Provide sufficient evidence to show that you have rules to returned to the vendor, according to Kim. These material returns are Ensure that the battery is handled properly. Most materials can be battery in the universal waste battery bin appeared to be lead acid. waste to the VSQG facility yet. The program started in January. One Eval Notes: Facility is using VSQG program, but has not delivered any hazardous Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 04-24-2017
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
Eval Notes: Accepted.
Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 01-29-2019
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HW
Eval Division: San Mateo County Environmental Health
Batteries Detergent and other toxic products Approx. 1 [Truncated] patterns: List of major waste streams: Aerosols Fluorescent bulbs years n/a Consolidated waste site notification n//a Waste generation n/a Waste determination: no issues identified. ERM report every 2 records available. Sent to DTSC within 30 days: n/a Hauler: n/a LDR:
employees. Manifests 3 years of records available: n/a VSQG Drop off location of equipment: Posted in warehouse. Training: Documented with quantities of other products. Postings - Emergency phone numbers, DRAEGERS SUPERMARKETS INC (Continued) S123512628
TC7287695.2s Page 76
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Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
inventory.
Hazardous Materials observed on-site are consistent with the HMBP performed the hazardous materials business plan inspection. The Eval Notes: Today I met with Larry Ferguson and Hector Ortega on-site and Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 10-06-2022
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
issue.
Eval Notes: Rejected submission - missing 2 sections. Sent an email explaining the Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 03-20-2020
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
Eval Notes: Accepted.
Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 01-28-2019
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
to verify chemicals.
Eval Notes: Reviewed HMBP for corrections. Further review during next inspection Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 01-16-2018
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
please add that to the inventory.
cleaners are delivered in 55 gallons quantity (cumulative) total, then Eval Notes: The HMBP for 2019 is due to be submitted by January 3rd. Note: If Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 12-26-2018
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS,
Eval Program: HW
Eval Division: San Mateo County Environmental Health
VSQG program observed.
DRAEGERS SUPERMARKETS INC (Continued) S123512628
TC7287695.2s Page 77
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Eval Notes: Accepted updated information on HMBP from Draegers.
Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 01-29-2021
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
Eval Notes: Reviewed and accepted submitted plan with minor comments.
Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 01-12-2017
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
Eval Notes: HMBP Review
Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 12-30-2021
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
Eval Notes: Modified procedures used. Last submission: Fri Oct 16 2020 Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 11-09-2020
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS,
Eval Program: APSA
Eval Division: San Mateo County Environmental Health
11/13/20 - Reviewed SPCC and recorded inspection report. by John Draeger for this inspection. 11/9/20 - physical inspection.
Eval Notes: Modified inspection procedure. Initial SPCC Tier I template completed Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 11-09-2020
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS,
Eval Program: HW
Eval Division: San Mateo County Environmental Health
Flammables
waste: - Corrosive Bases, Corrosive Acids, Toxics, Oxidizers, and however, may also generate the following the following hazardous generates mostly universal waste (batteries, lamps, and aerosol cans); performed the hazardous waste inspection. The facility currently Eval Notes: Today I met with Larry Ferguson and Hector Ortega on-site and Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 10-06-2022
Eval General Type: Compliance Evaluation Inspection
DRAEGERS SUPERMARKETS INC (Continued) S123512628
TC7287695.2s Page 78
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Eval Source: CERS,
Eval Program: APSA
Eval Division: San Mateo County Environmental Health
corrections.
Eval Notes: Reviewed submitted SPCC plan and emailed a response requesting minor Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 12-09-2020
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
Hazardous waste program to be added to this facility account. has a hazardous waste storage area located on the bottom floor. Note:
The location of this equipment is on the upper floor. Facility also Eval Notes: Facility is a supermarket with refrigerant used and stored on site.
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 11-17-2016
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
inspection for new program and current programs.
Eval Notes: Declined plan. Made administrative updates. Attempted to schedule an Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 10-28-2020
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
Eval Notes: HMBP Review
Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 03-21-2022
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
quick guide to compliance section.
How to update the activities section for TIUGA and complete the SPCC - properly calculate and submit the refrigerant and not use pounds. 2.
Eval Notes: Declined submission and provided detailed directions. 1. How to Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 03-12-2020
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
DRAEGERS SUPERMARKETS INC (Continued) S123512628
TC7287695.2s Page 79
1983 of 11211
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Affiliation Country: Not reported
Affiliation State: Not reported
Affiliation City: Not reported
Affiliation Address: Not reported
Entity Title: Not reported
Entity Name: Draeger’s Market
Affiliation Type Desc: Parent Corporation
Affiliation Phone: (650) 244-6500,
Affiliation Zip: 94080
Affiliation Country: United States
Affiliation State: CA
Affiliation City: South San Francisco
Affiliation Address: 291 Utah Ave.
Entity Title: Not reported
Entity Name: John Draeger
Affiliation Type Desc: Legal Owner
Affiliation Phone: (650) 372-6200,
Affiliation Zip: 94403
Affiliation Country: Not reported
Affiliation State: CA
Affiliation City: San Mateo
Affiliation Address: 2000 Alameda de las Pulgas, Suite 100 Entity Title: Not reported
Entity Name: San Mateo County Environmental Health
Affiliation Type Desc: CUPA District
Affiliation Phone: ,
Affiliation Zip: 94080
Affiliation Country: Not reported
Affiliation State: CA
Affiliation City: South San Francisco
Affiliation Address: 291 Utah Ave.
Entity Title: Not reported
Entity Name: Mailing Address
Affiliation Type Desc: Facility Mailing Address
Affiliation Phone: ,
Affiliation Zip: Not reported
Affiliation Country: Not reported
Affiliation State: Not reported
Affiliation City: Not reported
Affiliation Address: Not reported
Entity Title: Not reported
Entity Name: John Draeger
Affiliation Type Desc: Document Preparer
Affiliation:
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
Eval Notes: Sent John Draeger a detailed response email about HMBP corrections.
Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 12-26-2017
Eval General Type: Other/Unknown
DRAEGERS SUPERMARKETS INC (Continued) S123512628
TC7287695.2s Page 80
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Affiliation Phone: (650) 244-6500,
Affiliation Zip: 94080
Affiliation Country: United States
Affiliation State: CA
Affiliation City: South San Francisco
Affiliation Address: 291 Utah Ave
Entity Title: Not reported
Entity Name: Draegers Super Markets Inc
Affiliation Type Desc: Property Owner
Affiliation Phone: (650) 244-6500,
Affiliation Zip: Not reported
Affiliation Country: Not reported
Affiliation State: Not reported
Affiliation City: Not reported
Affiliation Address: Not reported
Entity Title: Not reported
Entity Name: Draegers Supermarkets Inc
Affiliation Type Desc: Operator
Affiliation Phone: ,
Affiliation Zip: Not reported
Affiliation Country: Not reported
Affiliation State: Not reported
Affiliation City: Not reported
Affiliation Address: Not reported
Entity Title: Vice President
Entity Name: John Draeger
Affiliation Type Desc: Identification Signer
Affiliation Phone: ,
Affiliation Zip: 94080
Affiliation Country: Not reported
Affiliation State: CA
Affiliation City: South San Francisco
Affiliation Address: 291 Utah Ave
Entity Title: Not reported
Entity Name: John Draeger
Affiliation Type Desc: Environmental Contact
Affiliation Phone: ,
Affiliation Zip: Not reported
DRAEGERS SUPERMARKETS INC (Continued) S123512628
Record Id: PR0069428
Prog Element Code: STORMWATER ANNUAL INSPECTION FEE
Facility ID: FA0023777
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 222 4TH
Name: DRAEGERS SUPERMARKETS INC
San Mateo Co. BI:
175 ft. Site 3 of 16 in cluster B
0.033 mi.
Relative:
Higher
Actual:
34 ft.
< 1/8 SAN MATEO, CA 94401
WSW 222 4TH N/A
B36 DRAEGERS SUPERMARKETS INC San Mateo Co. BI S119781565 TC7287695.2s Page 81
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Program Category: HAZARDOUS WASTE PROGRAM
Facility Status: Active, billable
Description: GENERATES <27 GAL/YEAR
Record Id: PR0084024
Prog Element Code: GENERATES <27 GAL/YEAR
Facility ID: FA0023777
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 222 4TH
Name: DRAEGERS SUPERMARKETS INC
Program Category: BUSINESS PLAN PROGRAM
Facility Status: Active, billable
Description: STORES MV FUELS OR WASTE ONLY
Record Id: PR0083750
Prog Element Code: STORES MV FUELS OR WASTE ONLY
Facility ID: FA0023777
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 222 4TH
Name: DRAEGERS SUPERMARKETS INC
Program Category: STORMWATER
Facility Status: Inactive, non-billable
Description: STORMWATER ANNUAL FEE - INSP FREQ EVERY 2 YRS DRAEGERS SUPERMARKETS INC (Continued) S119781565
Owner Type: Other
Owner Name: Draeger’S Supermarkets Inc
Mailing City,State,Zip: SOUTH SAN FRANCISCO, CA 94080-6802 Mailing Address: 291 UTAH AVE
State District: Not reported
State District Owner: Not reported
Active Site Indicator: Handler Activities
Accessibility: Not reported
Biennial Report Cycle: Not reported
Non-Notifier: Not reported
Federal Waste Generator Description: Not a generator, verified Land Type: Not reported
EPA Region: 09
Contact Title: Not reported
Contact Email: [email protected]
Contact Fax: 650-244-6535
Contact Telephone: 650-244-6500
Contact City,State,Zip: SOUTH SAN FRANCISCO, CA 94080
Contact Address: 291 UTAH AVE
Contact Name: JOHN DRAEGER
EPA ID: CAL000383296
Handler City,State,Zip: SAN MATEO, CA 94401
Handler Address: 222 E 4TH AVE
Handler Name: Draeger’S Supermarket’S Inc
Date Form Received by Agency: 20130306
RCRA Listings:
175 ft. Site 4 of 16 in cluster B
0.033 mi.
Relative:
Higher
Actual:
34 ft.
< 1/8 SAN MATEO, CA 94401
WSW 222 E 4TH AVE CAL000383296
B37 DRAEGER’S SUPERMARKET’S INC RCRA NonGen / NLR 1024837587 TC7287695.2s Page 82
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Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 650-244-6500
Owner/Operator City,State,Zip: SOUTH SAN FRANCISCO, CA 94080 Owner/Operator Address: 291 UTAH AVE
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Other
Owner/Operator Name: JOHN DRAEGER
Owner/Operator Indicator: Operator
Handler - Owner Operator:
Sub-Part P Indicator: No
Manifest Broker: No
Recycler Activity Without Storage: No
Exporter of Spent Lead Acid Batteries: No
Importer of Spent Lead Acid Batteries: No
Recognized Trader-Exporter: No
Recognized Trader-Importer: No
Handler Date of Last Change: 20180906
Financial Assurance Required: Not reported
Significant Non-Complier With a Compliance Schedule Universe: No Addressed Significant Non-Complier Universe: No
Unaddressed Significant Non-Complier Universe: No
Significant Non-Complier Universe: No
Groundwater Controls Indicator: N/A
Human Exposure Controls Indicator: N/A
Institutional Control Indicator: No
Environmental Control Indicator: No
Corrective Action Priority Ranking: No NCAPS ranking
Non-TSDFs Where RCRA CA has Been Imposed Universe: No
Subject to Corrective Action Universe: No
202 GPRA Corrective Action Baseline: No
2018 GPRA Renewals Baseline: Not on the Baseline
2018 GPRA Permit Baseline: Not on the Baseline
Sub-Part K Indicator: Not reported
Hazardous Secondary Material Indicator: N
Federal Facility Indicator: Not reported
Active Site State-Reg Handler: ---
Federal Universal Waste: No
Universal Waste Destination Facility: Yes
Universal Waste Indicator: Yes
Off-Site Waste Receipt: No
Underground Injection Control: No
Smelting Melting and Refining Furnace Exemption: No
Small Quantity On-Site Burner Exemption: No
Recycler Activity with Storage: No
Transfer Facility Activity: No
Transporter Activity: No
Mixed Waste Generator: No
Importer Activity: No
Short-Term Generator Activity: No
Operator Type: Other
Operator Name: John Draeger
DRAEGER’S SUPERMARKET’S INC (Continued) 1024837587
TC7287695.2s Page 83
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Elevation Site Database(s) EPA ID Number
Evaluations: No Evaluations Found
Evaluation Action Summary:
Violations: No Violations Found
Facility Has Received Notices of Violations:
NAICS Description: WAREHOUSE CLUBS AND SUPERCENTERS
NAICS Code: 45291
List of NAICS Codes and Descriptions:
Electronic Manifest Broker: Not reported
Non Storage Recycler Activity: Not reported
Current Record: Yes
Spent Lead Acid Battery Exporter: No
Spent Lead Acid Battery Importer: No
Recognized Trader Exporter: No
Recognized Trader Importer: No
Large Quantity Handler of Universal Waste: No
State District Owner: Not reported
Federal Waste Generator Description: Not a generator, verified Handler Name: DRAEGER’S SUPERMARKET’S INC
Receive Date: 20130306
Historic Generators:
Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 650-244-6500
Owner/Operator City,State,Zip: SOUTH SAN FRANCISCO, CA 94080-6802 Owner/Operator Address: 291 UTAH AVE
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Other
Owner/Operator Name: DRAEGER’S SUPERMARKETS INC
Owner/Operator Indicator: Owner
DRAEGER’S SUPERMARKET’S INC (Continued) 1024837587
Program Category: STORMWATER
Facility Status: Inactive, non-billable
Description: STORMWATER ANNUAL FEE - INSP FREQ EVERY 2 YRS Record Id: PR0069429
Prog Element Code: STORMWATER ANNUAL INSPECTION FEE
Facility ID: FA0027368
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 222 4TH
Name: AFC SUSHI @ DRAEGERS
San Mateo Co. BI:
175 ft. Site 5 of 16 in cluster B
0.033 mi.
Relative:
Higher
Actual:
34 ft.
< 1/8 SAN MATEO, CA 94401
WSW 222 4TH N/A
B38 AFC SUSHI @ DRAEGERS San Mateo Co. BI S123181557
TC7287695.2s Page 84
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Program Category: STORMWATER
Facility Status: Inactive, non-billable
Description: STORMWATER ANNUAL FEE - INSP FREQ EVERY 2 YRS Record Id: PR0069404
Prog Element Code: STORMWATER ANNUAL INSPECTION FEE
Facility ID: FA0005394
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 215 4TH
Name: MCGOVERNS BAR
San Mateo Co. BI:
199 ft. Site 6 of 16 in cluster B
0.038 mi.
Relative:
Higher
Actual:
34 ft.
< 1/8 SAN MATEO, CA 94401
West 215 4TH N/A
B39 MCGOVERNS BAR San Mateo Co. BI S123180014
Smelting Melting and Refining Furnace Exemption: No
Small Quantity On-Site Burner Exemption: No
Recycler Activity with Storage: No
Transfer Facility Activity: No
Transporter Activity: No
Mixed Waste Generator: No
Importer Activity: No
Short-Term Generator Activity: No
Operator Type: Other
Operator Name: Edwina Jean-Louis
Owner Type: Other
Owner Name: Mp Downtown San Mateo Associates, L
Mailing City,State,Zip: FOSTER CITY, CA 94404
Mailing Address: 303 VINTAGE PARK DRIVE
State District: Not reported
State District Owner: Not reported
Active Site Indicator: Not reported
Accessibility: Not reported
Biennial Report Cycle: Not reported
Non-Notifier: Not reported
Federal Waste Generator Description: Not a generator, verified Land Type: Not reported
EPA Region: 09
Contact Title: Not reported
Contact Email: [email protected]
Contact Fax: Not reported
Contact Telephone: 650-356-2900
Contact City,State,Zip: FOSTER CITY, CA 94404
Contact Address: 303 VINTAGE PARK DRIVE
Contact Name: EDWINA JEAN-LOUIS
EPA ID: CAC003159785
Handler City,State,Zip: SAN MATEO, CA 94401
Handler Address: 480 E. 4TH AVENUE
Handler Name: Mp Downtown San Mateo Associates, L.P.
Date Form Received by Agency: 20220202
RCRA Listings:
204 ft. Site 2 of 12 in cluster D
0.039 mi.
Relative:
Lower
Actual:
26 ft.
< 1/8 SAN MATEO, CA 94401
NE 480 E. 4TH AVENUE CAC003159785
D40 MP DOWNTOWN SAN MATEO ASSOCIATES, L.P. 1027087412 RCRA NonGen / NLR TC7287695.2s Page 85
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Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 650-356-2900
Owner/Operator City,State,Zip: FOSTER CITY, CA 94404
Owner/Operator Address: 303 VINTAGE PARK DRIVE
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Other
Owner/Operator Name: EDWINA JEAN-LOUIS
Owner/Operator Indicator: Operator
Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 650-356-2900
Owner/Operator City,State,Zip: FOSTER CITY, CA 94404
Owner/Operator Address: 303 VINTAGE PARK DRIVE
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Other
Owner/Operator Name: MP DOWNTOWN SAN MATEO ASSOCIATES, L Owner/Operator Indicator: Owner
Handler - Owner Operator:
Sub-Part P Indicator: No
Manifest Broker: No
Recycler Activity Without Storage: No
Exporter of Spent Lead Acid Batteries: No
Importer of Spent Lead Acid Batteries: No
Recognized Trader-Exporter: No
Recognized Trader-Importer: No
Handler Date of Last Change: 20220202
Financial Assurance Required: Not reported
Significant Non-Complier With a Compliance Schedule Universe: No Addressed Significant Non-Complier Universe: No
Unaddressed Significant Non-Complier Universe: No
Significant Non-Complier Universe: No
Groundwater Controls Indicator: N/A
Human Exposure Controls Indicator: N/A
Institutional Control Indicator: No
Environmental Control Indicator: No
Corrective Action Priority Ranking: No NCAPS ranking
Non-TSDFs Where RCRA CA has Been Imposed Universe: No
Subject to Corrective Action Universe: No
202 GPRA Corrective Action Baseline: No
2018 GPRA Renewals Baseline: Not on the Baseline
2018 GPRA Permit Baseline: Not on the Baseline
Sub-Part K Indicator: Not reported
Hazardous Secondary Material Indicator: N
Federal Facility Indicator: Not reported
Active Site State-Reg Handler: ---
Federal Universal Waste: No
Universal Waste Destination Facility: No
Universal Waste Indicator: No
Off-Site Waste Receipt: No
Underground Injection Control: No
MP DOWNTOWN SAN MATEO ASSOCIATES, L.P. (Continued) 1027087412 TC7287695.2s Page 86
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Evaluations: No Evaluations Found
Evaluation Action Summary:
Violations: No Violations Found
Facility Has Received Notices of Violations:
NAICS Description: ALL OTHER WASTE MANAGEMENT SERVICES
NAICS Code: 56299
List of NAICS Codes and Descriptions:
Electronic Manifest Broker: No
Non Storage Recycler Activity: No
Current Record: Yes
Spent Lead Acid Battery Exporter: No
Spent Lead Acid Battery Importer: No
Recognized Trader Exporter: No
Recognized Trader Importer: No
Large Quantity Handler of Universal Waste: No
State District Owner: Not reported
Federal Waste Generator Description: Not a generator, verified Handler Name: MP DOWNTOWN SAN MATEO ASSOCIATES, L.P.
Receive Date: 20220202
Historic Generators:
Owner/Operator Email: Not reported
MP DOWNTOWN SAN MATEO ASSOCIATES, L.P. (Continued) 1027087412 Program Category: STORMWATER
Facility Status: Inactive, non-billable
Description: STORMWATER ANNUAL FEE - INSP FREQ EVERY 2 YRS Record Id: PR0069608
Prog Element Code: STORMWATER ANNUAL INSPECTION FEE
Facility ID: FA0028531
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 517 B
Name: CENTRAL CAFE
San Mateo Co. BI:
207 ft. Site 2 of 7 in cluster C
0.039 mi.
Relative:
Higher
Actual:
29 ft.
< 1/8 SAN MATEO, CA 94401
SSE 517 B N/A
C41 CENTRAL CAFE San Mateo Co. BI S123181835
TC7287695.2s Page 87
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Action: Leak Discovery
Date: 10/10/1988
Action Type: Other
Global Id: T0608178405
Action: Tank Removal Report / UST Sampling Report
Date: 10/10/1988
Action Type: RESPONSE
Global Id: T0608178405
LUST:
Phone Number: Not reported
Email: Not reported
City: OAKLAND
Address: 1515 CLAY ST SUITE 1400
Organization Name: SAN FRANCISCO BAY RWQCB (REGION 2)
Contact Name: Regional Water Board
Contact Type: Regional Board Caseworker
Global Id: T0608178405
LUST:
Site History: Not reported
Potential Contaminants of Concern: Gasoline
Potential Media Affect: Other Groundwater (uses other than drinking water) Local Case Number: 119105
File Location: Local Agency
Local Agency: Not reported
RB Case Number: Not reported
Case Worker: Not reported
Status Date: 03/12/1997
Status: Completed - Case Closed
Longitude: -122.321588677246
Latitude: 37.5642115133032
Global Id: T0608178405
Geo Track: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608178405 Case Type: LUST Cleanup Site
Lead Agency: SAN MATEO COUNTY LOP
City,State,Zip: SAN MATEO, CA 94401
Address: 200-222 EAST 4TH AVENUE
Name: DRAEGERS
LUST:
EDR Link ID: SAN MATEO, CA
Case Type: SAN MATEO, CA
APN Number: 034176050
Global ID: T0608178405
Facility Status: 9- Case Closed
Facility ID: 119105
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA
Address: 200 E 4TH ST
Name: DRAEGERS
SAN MATEO CO. LUST:
209 ft. Site 7 of 16 in cluster B
0.040 mi.
Relative:
Higher
Actual:
34 ft.
< 1/8 SAN MATEO, CA 94401
WSW 200-222 EAST 4TH AVENUE Cortese N/A
B42 DRAEGERS LUST S103639599
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CORTESE:
Status Date: 03/12/1997
Status: Completed - Case Closed
Global Id: T0608178405
Status Date: 05/07/1996
Status: Open - Case Begin Date
Global Id: T0608178405
LUST:
Action: Other Report / Document
Date: 01/28/1997
Action Type: RESPONSE
Global Id: T0608178405
Action: Preliminary Site Assessment Report
Date: 12/08/2021
Action Type: RESPONSE
Global Id: T0608178405
Action: Correspondence
Date: 10/13/2022
Action Type: RESPONSE
Global Id: T0608178405
Action: Technical Correspondence / Assistance / Other
Date: 03/11/2021
Action Type: ENFORCEMENT
Global Id: T0608178405
Action: * Historical Enforcement - #1
Date: 05/15/1996
Action Type: ENFORCEMENT
Global Id: T0608178405
Action: Closure/No Further Action Letter
Date: 03/12/1997
Action Type: ENFORCEMENT
Global Id: T0608178405
Action: Technical Correspondence / Assistance / Other
Date: 01/28/1997
Action Type: ENFORCEMENT
Global Id: T0608178405
Action: Email Correspondence
Date: 09/27/2016
Action Type: ENFORCEMENT
Global Id: T0608178405
Action: Leak Reported
Date: 05/07/1996
Action Type: Other
Global Id: T0608178405
DRAEGERS (Continued) S103639599
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Elevation Site Database(s) EPA ID Number
File Name: Active Open
Waste Management Uit Name: Not reported
Solid Waste Id No: Not reported
WID Id: Not reported
Region 2: Not reported
Effective Date: Not reported
Waste Discharge System No: Not reported
Order No: Not reported
Flag: active
Swat R: Not reported
Enf Type: Not reported
Owner: Not reported
Longitude: Not reported
Latitude: Not reported
Site Code: Not reported
Status Date: Not reported
Cleanup Status: COMPLETED - CASE CLOSED
Site/Facility Type: LUST CLEANUP SITE
Global ID: T0608178405
Envirostor Id: Not reported
Region: CORTESE
City,State,Zip: SAN MATEO, CA 94401
Address: 200-222 EAST 4TH AVENUE
Name: DRAEGERS
DRAEGERS (Continued) S103639599
Program Category: STORMWATER
Facility Status: Inactive, non-billable
Description: STORMWATER ANNUAL FEE - INSP FREQ EVERY 2 YRS Record Id: PR0069392
Prog Element Code: STORMWATER ANNUAL INSPECTION FEE
Facility ID: FA0032424
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 205 4TH
Name: SERGIO PASTA SHOP
San Mateo Co. BI:
225 ft. Site 8 of 16 in cluster B
0.043 mi.
Relative:
Higher
Actual:
34 ft.
< 1/8 SAN MATEO, CA 94401
West 205 4TH N/A
B43 SERGIO PASTA SHOP San Mateo Co. BI S123182162
Prog Element Code: STORMWATER ANNUAL INSPECTION FEE
Facility ID: FA0052920
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 205 4TH
Name: 100% SWEET CAFE
San Mateo Co. BI:
225 ft. Site 9 of 16 in cluster B
0.043 mi.
Relative:
Higher
Actual:
34 ft.
< 1/8 SAN MATEO, CA 94401
West 205 4TH N/A
B44 100 SWEET CAFE San Mateo Co. BI S123183323
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Program Category: STORMWATER
Facility Status: Inactive, non-billable
Description: STORMWATER ANNUAL FEE - INSP FREQ EVERY 2 YRS Record Id: PR0073274
100 SWEET CAFE (Continued) S123183323
Program Category: BUSINESS PLAN PROGRAM
Facility Status: Active, billable
Description: STORES HAZ MAT <219GAL,1,999LB, 879CF
Record Id: PR0058953
Prog Element Code: STORES HAZ MAT <219GAL,1,999LB, 879FT3 Facility ID: FA0045327
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 317 6TH
Name: SAN MATEO ARTISTIC IRON WORKS
Program Category: STORMWATER
Facility Status: Inactive, non-billable
Description: STORMWATER ANNUAL FEE - INSP FREQ EVERY 2 YRS Record Id: PR0068892
Prog Element Code: STORMWATER ANNUAL INSPECTION FEE
Facility ID: FA0045327
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 317 6TH
Name: SAN MATEO ARTISTIC IRON WORKS
San Mateo Co. BI:
228 ft. Site 3 of 7 in cluster C
0.043 mi.
Relative:
Lower
Actual:
27 ft.
< 1/8 SAN MATEO, CA 94401
SE 317 6TH N/A
C45 SAN MATEO ARTISTIC IRON WORKS S111075139 San Mateo Co. BI Program Category: STORMWATER
Facility Status: Inactive, non-billable
Description: STORMWATER ANNUAL FEE - INSP FREQ EVERY 2 YRS Record Id: PR0075038
Prog Element Code: STORMWATER ANNUAL INSPECTION FEE
Facility ID: FA0054377
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 201 4TH
Name: MR PIZZA MAN
San Mateo Co. BI:
245 ft. Site 10 of 16 in cluster B
0.046 mi.
Relative:
Higher
Actual:
34 ft.
< 1/8 SAN MATEO, CA 94401
West 201 4TH N/A
B46 MR PIZZA MAN San Mateo Co. BI S123183514
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Program Category: STORMWATER
Facility Status: Inactive, non-billable
Description: STORMWATER ANNUAL FEE - INSP FREQ EVERY 2 YRS Record Id: PR0069383
Prog Element Code: STORMWATER ANNUAL INSPECTION FEE
Facility ID: FA0025181
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 201 4TH
Name: MR PIZZA MAN
San Mateo Co. BI:
245 ft. Site 11 of 16 in cluster B
0.046 mi.
Relative:
Higher
Actual:
34 ft.
< 1/8 SAN MATEO, CA 94401
West 201 4TH N/A
B47 MR PIZZA MAN San Mateo Co. BI S123180949
Program Category: STORMWATER
Facility Status: Inactive, non-billable
Description: STORMWATER ANNUAL FEE - INSP FREQ EVERY 2 YRS Record Id: PR0069524
Prog Element Code: STORMWATER ANNUAL INSPECTION FEE
Facility ID: FA0030671
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 320 B
Name: B STREET & VINE
San Mateo Co. BI:
250 ft. Site 12 of 16 in cluster B
0.047 mi.
Relative:
Higher
Actual:
32 ft.
< 1/8 SAN MATEO, CA 94401
WNW 320 B N/A
B48 B STREET & VINE San Mateo Co. BI S123182139
CERS Description: Chemical Storage Facilities
CERS ID: 10157933
Site ID: 171573
City,State,Zip: SAN MATEO, CA 94401
Address: 521 B ST
Name: WHEEL WORKS #122149
CERS:
CERS Description: Hazardous Waste Generator
CERS ID: 10157933
Site ID: 171573
City,State,Zip: SAN MATEO, CA 94401
Address: 521 B ST
Name: WHEEL WORKS #122149
CERS HAZ WASTE:
258 ft. Site 4 of 7 in cluster C
0.049 mi.
Relative:
Higher
Actual:
29 ft.
< 1/8 SAN MATEO, CA 94401
SSE 521 B ST CERS N/A
C49 WHEEL WORKS #122149 CERS HAZ WASTE S121749847
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of emergency.
and decontamination equipment to assure its proper operation in time or alarm systems, fire protection equipment, spill control equipment, Violation Description: Failure to test and maintain as necessary all facility communications 1, Section(s) 265.33
Citation: 40 CFR 1 265.33 - U.S. Code of Federal Regulations, Title 40, Chapter Violation Date: 08-13-2020
Site Name: Wheel Works #122149
Site ID: 171573
Violation Source: CERS,
Violation Program: HMRRP
Violation Division: San Mateo County Environmental Health corrected map to CERS within 30 days.
These were marked on the map during the inspection. Submit the map. Please verify the location of the hazardous material storage. stations, adjacent streets, and storm drains (where applicable) to the Violation Notes: Returned to compliance on 04/13/2018. Please add updated eyewash required content.
Violation Description: Failure to complete and electronically submit a site map with all
6.95, Section(s) 25508(a)(1)
Citation: HSC 6.95 25508(a)(1) - California Health and Safety Code, Chapter Violation Date: 03-28-2018
Site Name: Wheel Works #122149
Site ID: 171573
Violation Source: CERS,
Violation Program: HW
Violation Division: San Mateo County Environmental Health uniform manifests copies sent to DTSC within 30 days.
Violation Notes: Returned to compliance on 06/02/2016. Manager could not confirm Violation Description: Failure to send hazardous waste manifest copies to DTSC.
Chapter 12, Section(s) 66262.23(a)(4)
Citation: 22 CCR 12 66262.23(a)(4) - California Code of Regulations, Title 22, Violation Date: 05-03-2016
Site Name: Wheel Works #122149
Site ID: 171573
Violation Source: CERS,
Violation Program: HW
Violation Division: San Mateo County Environmental Health during the inspection.
was observed open. CORRECTED ON-SITE: Facility staff closed the drum of waste brake fluid located in the shop bay near the used oil tank Violation Notes: Returned to compliance on 05/17/2022. OBSERVATION: (1) 55 gallon drum leak.
stored in a manner which may rupture the container or cause it to container holding hazardous waste must not be opened, handled, or storage, except when it is necessary to add or remove waste. (b) A container holding hazardous waste must always be closed during Violation Description: Failure to meet the following container management requirements: (a) A 1, Section(s) 265.173
Citation: 40 CFR 1 265.173 - U.S. Code of Federal Regulations, Title 40, Chapter Violation Date: 05-17-2022
Site Name: Wheel Works #122149
Site ID: 171573
Violations:
WHEEL WORKS #122149 (Continued) S121749847
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Violation Source: CERS,
Violation Program: HW
Violation Division: San Mateo County Environmental Health days.
determination for this waste. Submit this to Env. Health within 30 waste determination or laboratory analysis results used to make the drain, based on the inspection today. Please provide a copy of the residual oil in sufficient quantity to be poured out if allowed to Violation Notes: Returned to compliance on 04/12/2018. The new oil bladder bags contain generator knowledge or applying testing method.
Violation Description: Failure to determine if wastes generated are hazardous waste by using 12, Section(s) 66262.11
Citation: 22 CCR 12 66262.11 - California Code of Regulations, Title 22, Chapter Violation Date: 03-28-2018
Site Name: Wheel Works #122149
Site ID: 171573
Violation Source: CERS,
Violation Program: HW
Violation Division: San Mateo County Environmental Health aerosols.
following the inspection including oil filters, absorbent, and UW Violation Notes: Returned to compliance on 05/03/2016. All containers were closed active use.
Violation Description: Failure to properly close hazardous waste containers when not in 1, Section(s) 265.173
Citation: 40 CFR 1 265.173 - U.S. Code of Federal Regulations, Title 40, Chapter Violation Date: 05-03-2016
Site Name: Wheel Works #122149
Site ID: 171573
Violation Source: CERS,
Violation Program: HMRRP
Violation Division: San Mateo County Environmental Health Violation Notes: Returned to compliance on 03/19/2014.
thresholds) by March 1.
thresholds) or re-certified (for facilities which do not exceed EPCRA Documentation must be resubmitted (for facilities which exceed EPCRA Hazardous Materials Descriptions and Map pages, if required.
Violation Description: Failure to submit inventory reports (Activities, Owner/Operator, Section(s) 2729.5
Citation: 19 CCR 4 2729.5 - California Code of Regulations, Title 19, Chapter 4, Violation Date: 12-19-2013
Site Name: Wheel Works #122149
Site ID: 171573
Violation Source: CERS,
Violation Program: HW
Violation Division: San Mateo County Environmental Health days.
accessible. Submit evidence of completion to Env. Health within 30 equipment. REQUIRED ACTION: Remove equipment to make this eyewash extinguisher. OBSERVED: One eyewash station in the shop is blocked by date of July 2019. REQUIRED ACTION: Remove or update this fire on the ground in the tire storage room is marked with a certification Violation Notes: Returned to compliance on 08/14/2020. OBSERVED: One fire extinguisher WHEEL WORKS #122149 (Continued) S121749847
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Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
on-site are consistent with the HMBP inventory.
materials business plan inspection. The Hazardous Materials observed Eval Notes: Today I met with Michael Gonzalez on-site and performed the hazardous Eval Type: Routine done by local agency
Violations Found: No
Eval Date: 05-17-2022
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS,
Eval Program: HW
Eval Division: San Mateo County Environmental Health
Eval Notes: Not reported
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 05-03-2016
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
Eval Notes: Accepted updated map, contacts.
Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 05-02-2018
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
Eval Notes: Not reported
Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 04-28-2015
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
Eval Notes: HMBP was reviewed as submitted 1/29/18.
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 03-28-2018
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
Eval Notes: HMBP Review
Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 03-10-2022
Eval General Type: Other/Unknown
Evaluation:
WHEEL WORKS #122149 (Continued) S121749847
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Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 04-12-2018
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HW
Eval Division: San Mateo County Environmental Health
1573
washer 30 240 18,880 pounds per year (Estimated) Pounds per month:
drums 700 UW Aerosols 3 drums Waste Brake fluid 90 gal 675 Parts 16,425 oil bladders 2 drums 140 Filters 4 drums 700 Waste Absorbent 4 rt.pdf Annual waste estimate: (2017) Used antifreeze 30 Oil 2,190 https://www.dtsc.ca.gov/HazardousWaste/upload/California-Generator-Cha the state at this website:
Eval Notes: Please review the LQG requirements. A comparison chart is provided by Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 03-28-2018
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
Eval Notes: Not reported
Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 03-25-2014
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
possible change.
Eval Notes: HMBP Reviewed. Generator status reviewed. Email sent regarding this Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 03-02-2018
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
Eval Notes: Not reported
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 12-19-2013
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
Eval Notes: Not reported
Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 09-24-2014
Eval General Type: Other/Unknown
WHEEL WORKS #122149 (Continued) S121749847
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process info discussed: 1. Aerosol cans: All waste aerosols are appears to be SQG based on the information below. - Other waste for wastes noted below were available for review. Generator status and also historically. - EPA ID reviewed and is active. - Manifests training - Facility reported sending manifests to the state recently daily/weekly hazardous waste tank/container inspections. - Documented assessment for used oil (the only waste tank). - Documents Mike _____ Records Reviewed: - Facility has completed a tank Sheila Caballero, Dain Brandrup, Richard Harryman, and the manager representatives from the facilty including Brian Smith, Dan O’keefe, Eval Notes: Records review / interview conducted on 8/10/20 with multiple Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 08-13-2020
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS,
Eval Program: HW
Eval Division: San Mateo County Environmental Health
according to Dermot Casey.
stop by if possible. County Specialty gas picked up the gases behind, but no surveillance or tags identified yet. I asked Dermot to removed). I tried to determine if any evidence could have been left called back we discussed recycling when properly empty (valve stem recycling options for empty cylinders (left a voicemail). When he to consult. Called manager to ask about surveillance and discuss call fire. Manager noted cylinders were punctured. Hazmat ER on scene Wheel Works and leaking. Contacted the manager and instructed him to Eval Notes: Received report from Wes regarding propane cylinders abandoned at Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 07-16-2020
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
Eval Notes: Reviewed and accepted updated HMBP.
Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 06-01-2020
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
Eval Notes: Not reported
Eval Type: Routine done by local agency
Violations Found: No
Eval Date: 05-03-2016
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS,
Eval Program: HW
Eval Division: San Mateo County Environmental Health
containers).
Eval Notes: No violation observed for empty 6 gal oil bag recycling (over 5 gal WHEEL WORKS #122149 (Continued) S121749847
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Eval Notes: Reviewed and accepted updates to HMBP.
Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 04-03-2020
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
Eval Notes: Reviewed and accepted updates to HMBP.
Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 10-11-2019
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
Eval Notes: Not reported
Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 08-02-2021
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HW
Eval Division: San Mateo County Environmental Health
a uniform hazardous waste manifest.
fuel filters are being generated and disposed of as hazardous waste on bladders, wheel weights, aerosol cans every 1-3 months. - Used oil and brake fluid every 2-3 months. - Appx 1 pickup of the following: oil solids (oily debris) every 2 months. - Appx. 5-10 gallons of used gallons of used antifreeze every 3 months. - Appx. 100 pounds of waste hazardous waste: - Appx. 210 gallons of used oil per month. - Appx. 55 waste inspection. The facility currently generates the following Eval Notes: Today I met with Michael Gonzalez on-site and performed the hazardous Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 05-17-2022
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
Eval Notes: Accepted.
Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 03-27-2017
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HW
Eval Division: San Mateo County Environmental Health
Automotive Batteries: They [Truncated]
hazardous waste are used instead of using laundered red rags. 4. Waste 6-gallon oil bags. 3. Blue paper tool rags are disposed of as drummed and disposed of as universal waste. 2. Facility recycles the WHEEL WORKS #122149 (Continued) S121749847
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Affiliation City: Nashville
Affiliation Address: 200 4th Ave South Attn: Environmental-BSRO Entity Title: Not reported
Entity Name: Bridgestone Retail Operations, LLC
Affiliation Type Desc: Legal Owner
Affiliation Phone: ,
Affiliation Zip: 37201
Affiliation Country: Not reported
Affiliation State: TN
Affiliation City: Nashville
Affiliation Address: 200 4th Ave South Attn: Environmental-BSRO Entity Title: Not reported
Entity Name: Sheila Caballero-BSRO
Affiliation Type Desc: Environmental Contact
Affiliation:
Enf Action Source: CERS,
Enf Action Program: HMRRP
Enf Action Division: San Mateo County Environmental Health Enf Action Notes: Not reported
Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 12-19-2013
Site Zip: 94401
Site City: SAN MATEO
Site Address: 521 B ST
Site Name: Wheel Works #122149
Site ID: 171573
Enforcement Action:
Eval Source: CERS,
Eval Program: HW
Eval Division: San Mateo County Environmental Health
Eval Notes: Not reported
Eval Type: Routine done by local agency
Violations Found: No
Eval Date: 12-19-2013
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
updated 7/31/20. Remainder of plan last submission 6/1/20.
Inventory reviewed visually 8/13/20. No significant changes. Map leaking discussed. HMBP reviewed via phone interview 8/10/20. releases reported. One case of dumped propane cylinders with possible Eval Notes: Property owner notification record provided for review. No spills or Eval Type: Routine done by local agency
Violations Found: No
Eval Date: 08-13-2020
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: San Mateo County Environmental Health
WHEEL WORKS #122149 (Continued) S121749847
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Entity Name: San Mateo County Environmental Health
Affiliation Type Desc: CUPA District
Affiliation Phone: ,
Affiliation Zip: Not reported
Affiliation Country: Not reported
Affiliation State: Not reported
Affiliation City: Not reported
Affiliation Address: Not reported
Entity Title: Environmental Compliance Specialist
Entity Name: Sheila Caballero
Affiliation Type Desc: Identification Signer
Affiliation Phone: ,
Affiliation Zip: Not reported
Affiliation Country: Not reported
Affiliation State: Not reported
Affiliation City: Not reported
Affiliation Address: Not reported
Entity Title: Not reported
Entity Name: Sheila Caballero
Affiliation Type Desc: Document Preparer
Affiliation Phone: (650) 347-6900,
Affiliation Zip: Not reported
Affiliation Country: Not reported
Affiliation State: Not reported
Affiliation City: Not reported
Affiliation Address: Not reported
Entity Title: Not reported
Entity Name: Wheel Works
Affiliation Type Desc: Operator
Affiliation Phone: (650) 342-9568,
Affiliation Zip: 94401-1225
Affiliation Country: United States
Affiliation State: CA
Affiliation City: San Mateo
Affiliation Address: 819 N. Humbolt St. #401
Entity Title: Not reported
Entity Name: Robert L Gibson
Affiliation Type Desc: Property Owner
Affiliation Phone: ,
Affiliation Zip: Not reported
Affiliation Country: Not reported
Affiliation State: Not reported
Affiliation City: Not reported
Affiliation Address: Not reported
Entity Title: Not reported
Entity Name: Bridgestone Retail Operations, LLC. (BSRO) Affiliation Type Desc: Parent Corporation
Affiliation Phone: (209) 482-5486,
Affiliation Zip: 37201
Affiliation Country: United States
Affiliation State: TN
WHEEL WORKS #122149 (Continued) S121749847
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Affiliation Phone: ,
Affiliation Zip: 37201
Affiliation Country: Not reported
Affiliation State: TN
Affiliation City: Nashville
Affiliation Address: 200 4th Ave South Attn: Environmental-BSRO Entity Title: Not reported
Entity Name: Mailing Address
Affiliation Type Desc: Facility Mailing Address
Affiliation Phone: (650) 372-6200,
Affiliation Zip: 94403
Affiliation Country: Not reported
Affiliation State: CA
Affiliation City: San Mateo
Affiliation Address: 2000 Alameda de las Pulgas, Suite 100 Entity Title: Not reported
WHEEL WORKS #122149 (Continued) S121749847
Site History: Not reported
Potential Contaminants of Concern: Not reported
Potential Media Affect: Soil
Local Case Number: 110004
File Location: Local Agency
Local Agency: Not reported
RB Case Number: 41-0286
Case Worker: Not reported
Status Date: 04/20/1990
Status: Completed - Case Closed
Longitude: -122.320065
Latitude: 37.563857
Global Id: T0608100272
Geo Track: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0608100272 Case Type: LUST Cleanup Site
Lead Agency: SAN MATEO COUNTY LOP
City,State,Zip: SAN MATEO, CA 94402
Address: 521 B
Name: HOWARD TIRE
LUST:
EDR Link ID: SAN MATEO, CA
Case Type: SAN MATEO, CA
APN Number: 034191020
Global ID: T0608100272
Facility Status: 9- Case Closed
Facility ID: 110004
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA
Address: 521 B ST
Name: HOWARD TIRE
SAN MATEO CO. LUST:
258 ft. Site 5 of 7 in cluster C CERS
0.049 mi. HIST CORTESE
Relative:
Higher
Actual:
29 ft.
< 1/8 SAN MATEO, CA 94402 Cortese
SSE 521 B San Mateo Co. BI N/A
C50 HOWARD TIRE LUST S103893993
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Program Category: BUSINESS PLAN PROGRAM
Facility Status: Active, billable
Description: STORES HAZ MAT <219GAL,1,999LB, 879CF
Record Id: PR0003454
Prog Element Code: STORES HAZ MAT <219GAL,1,999LB, 879FT3 Facility ID: FA0005175
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 521 B
Name: WHEEL WORKS #122149
San Mateo Co. BI:
Date Post Remedial Action Monitoring Began: Not reported Date Remediation Action Underway: Not reported
Pollution Remediation Plan Submitted: Not reported
Pollution Characterization Began: Not reported
Preliminary Site Assesment Began: Not reported
Prelim. Site Assesment Wokplan Submitted: Not reported
Oversight Program: LUST
Date Leak Confirmed: Not reported
Leak Source: Unknown
Leak Cause: Unknown
How Discovered: OM
Case Number: 110004
Facility Status: Case Closed
Facility Id: Not reported
Region: 2
LUST REG 2:
Status Date: 04/20/1990
Status: Open - Case Begin Date
Global Id: T0608100272
Status Date: 04/20/1990
Status: Completed - Case Closed
Global Id: T0608100272
LUST:
Action: Notice of Responsibility - #1
Date: 04/20/1990
Action Type: ENFORCEMENT
Global Id: T0608100272
LUST:
Phone Number: Not reported
Email: Not reported
City: OAKLAND
Address: 1515 CLAY ST SUITE 1400
Organization Name: SAN FRANCISCO BAY RWQCB (REGION 2)
Contact Name: Regional Water Board
Contact Type: Regional Board Caseworker
Global Id: T0608100272
LUST:
HOWARD TIRE (Continued) S103893993
TC7287695.2s Page 102
2006 of 11211
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Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Reg Id: 41-0286
Reg By: LTNKA
Facility County Code: 41
Region: CORTESE
City,State,Zip: SAN MATEO, CA 94063
edr_fadd1: 521 B
edr_fname: HOWARD TIRE COMPANY
HIST CORTESE:
File Name: Active Open
Waste Management Uit Name: Not reported
Solid Waste Id No: Not reported
WID Id: Not reported
Region 2: Not reported
Effective Date: Not reported
Waste Discharge System No: Not reported
Order No: Not reported
Flag: active
Swat R: Not reported
Enf Type: Not reported
Owner: Not reported
Longitude: Not reported
Latitude: Not reported
Site Code: Not reported
Status Date: Not reported
Cleanup Status: COMPLETED - CASE CLOSED
Site/Facility Type: LUST CLEANUP SITE
Global ID: T0608100272
Envirostor Id: Not reported
Region: CORTESE
City,State,Zip: SAN MATEO, CA 94402
Address: 521 B
Name: HOWARD TIRE
CORTESE:
Program Category: STORMWATER
Facility Status: Inactive, non-billable
Description: STORMWATER ANNUAL FEE - INSP FREQ EVERY 2 YRS Record Id: PR0068684
Prog Element Code: STORMWATER ANNUAL INSPECTION FEE
Facility ID: FA0005175
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 521 B
Name: WHEEL WORKS #122149
Program Category: HAZARDOUS WASTE PROGRAM
Facility Status: Active, billable
Description: GENERATES & RECYCLES WASTE OIL/SOLVENT
Record Id: PR0010708
Prog Element Code: GENERATES and RECYCLES WASTE OIL/SOLVENT Facility ID: FA0005175
Region: SAN MATEO
City,State,Zip: SAN MATEO, CA 94401
Address: 521 B
Name: WHEEL WORKS #122149
HOWARD TIRE (Continued) S103893993
TC7287695.2s Page 103
2007 of 11211
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Elevation Site Database(s) EPA ID Number
Affiliation Phone: ,
Affiliation Zip: Not reported
Affiliation Country: Not reported
Affiliation State: CA
Affiliation City: OAKLAND
Affiliation Address: 1515 CLAY ST SUITE 1400
Entity Title: Not reported
Entity Name: Regional Water Board - SAN FRANCISCO BAY RWQCB (REGION 2) Affiliation Type Desc: Regional Board Caseworker
Affiliation Phone: ,
Affiliation Zip: Not reported
Affiliation Country: Not reported
Affiliation State: CA
Affiliation City: OAKLAND
Affiliation Address: 1515 CLAY ST SUITE 1400
Entity Title: Not reported
Entity Name: UUU - SAN FRANCISCO BAY RWQCB (REGION 2)
Affiliation Type Desc: Regional Board Caseworker
Affiliation:
CERS Description: Leaking Underground Storage Tank Cleanup Site CERS ID: T0608100272
Site ID: 224991
City,State,Zip: SAN MATEO, CA 94402
Address: 521 B
Name: HOWARD TIRE
CERS:
HOWARD TIRE (Continued) S103893993
1973 TOWER TIRE SERVICE Auto And Home Supply Stores
1972 TOWER TIRE SERVICE Auto And Home Supply Stores
1971 TOWER TIRE SERVICE Auto And Home Supply Stores
1969 GIBSONS TIRE SHOP Gasoline Service Stations
Year: Name: Type:
EDR Hist Auto
258 ft. Site 6 of 7 in cluster C
0.049 mi.
Relative:
Higher
Actual:
29 ft.
< 1/8 SAN MATEO, CA 94401
SSE 521 S B ST N/A
C51 MORGAN TIRE & AUTO INC EDR Hist Auto 1020934735
EPA ID: CAL000365225
Handler City,State,Zip: SAN MATEO, CA 94401-4119
Handler Address: 521 S B ST
Handler Name: Wheel Works # 8216
Date Form Received by Agency: 20110630
RCRA Listings:
258 ft. Site 7 of 7 in cluster C
0.049 mi.
Relative:
Higher
Actual:
29 ft.
< 1/8 SAN MATEO, CA 94401
SSE 521 S B ST CAL000365225
C52 WHEEL WORKS # 8216 RCRA NonGen / NLR 1024830334
TC7287695.2s Page 104
2008 of 11211
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Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Recognized Trader-Exporter: No
Recognized Trader-Importer: No
Handler Date of Last Change: 20180906
Financial Assurance Required: Not reported
Significant Non-Complier With a Compliance Schedule Universe: No Addressed Significant Non-Complier Universe: No
Unaddressed Significant Non-Complier Universe: No
Significant Non-Complier Universe: No
Groundwater Controls Indicator: N/A
Human Exposure Controls Indicator: N/A
Institutional Control Indicator: No
Environmental Control Indicator: No
Corrective Action Priority Ranking: No NCAPS ranking
Non-TSDFs Where RCRA CA has Been Imposed Universe: No
Subject to Corrective Action Universe: No
202 GPRA Corrective Action Baseline: No
2018 GPRA Renewals Baseline: Not on the Baseline
2018 GPRA Permit Baseline: Not on the Baseline
Sub-Part K Indicator: Not reported
Hazardous Secondary Material Indicator: N
Federal Facility Indicator: Not reported
Active Site State-Reg Handler: ---
Federal Universal Waste: No
Universal Waste Destination Facility: Yes
Universal Waste Indicator: Yes
Off-Site Waste Receipt: No
Underground Injection Control: No
Smelting Melting and Refining Furnace Exemption: No
Small Quantity On-Site Burner Exemption: No
Recycler Activity with Storage: No
Transfer Facility Activity: No
Transporter Activity: No
Mixed Waste Generator: No
Importer Activity: No
Short-Term Generator Activity: No
Operator Type: Other
Operator Name: Bridgestone Retail Operations, Llc
Owner Type: Other
Owner Name: Bridgestone Retail Operations, Llc
Mailing City,State,Zip: BLOOMINGDALE, IL 60108-0000
Mailing Address: 333 EAST LAKE STREET
State District: Not reported
State District Owner: Not reported
Active Site Indicator: Handler Activities
Accessibility: Not reported
Biennial Report Cycle: Not reported
Non-Notifier: Not reported
Federal Waste Generator Description: Not a generator, verified Land Type: Not reported
EPA Region: 09
Contact Title: Not reported
Contact Email: [email protected]
Contact Fax: 615-493-3310
Contact Telephone: 615-937-7515
Contact City,State,Zip: BLOOMINGDALE, IL 60108
Contact Address: 333 EAST LAKE STREET
Contact Name: BRIDGESTONE RETAIL OPERATIONS, LLC
WHEEL WORKS # 8216 (Continued) 1024830334
TC7287695.2s Page 105
2009 of 11211
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Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Evaluations: No Evaluations Found
Evaluation Action Summary:
Violations: No Violations Found
Facility Has Received Notices of Violations:
NAICS Description: ALL OTHER GENERAL MERCHANDISE STORES NAICS Code: 45299
List of NAICS Codes and Descriptions:
Electronic Manifest Broker: Not reported
Non Storage Recycler Activity: Not reported
Current Record: Yes
Spent Lead Acid Battery Exporter: No
Spent Lead Acid Battery Importer: No
Recognized Trader Exporter: No
Recognized Trader Importer: No
Large Quantity Handler of Universal Waste: No
State District Owner: Not reported
Federal Waste Generator Description: Not a generator, verified Handler Name: WHEEL WORKS # 8216
Receive Date: 20110630
Historic Generators:
Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 615-937-7515
Owner/Operator City,State,Zip: BLOOMINGDALE, IL 60108-0000 Owner/Operator Address: 333 EAST LAKE STREET
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Other
Owner/Operator Name: BRIDGESTONE RETAIL OPERATIONS, LLC Owner/Operator Indicator: Owner
Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 615-937-7515
Owner/Operator City,State,Zip: BLOOMINGDALE, IL 60108
Owner/Operator Address: 333 EAST LAKE STREET
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Other
Owner/Operator Name: BRIDGESTONE RETAIL OPERATIONS, LLC Owner/Operator Indicator: Operator
Handler - Owner Operator:
Sub-Part P Indicator: No
Manifest Broker: No
Recycler Activity Without Storage: No
Exporter of Spent Lead Acid Batteries: No
Importer of Spent Lead Acid Batteries: No
WHEEL WORKS # 8216 (Continued) 1024830334
TC7287695.2s Page 106
2010 of 11211
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Institutional Control Indicator: No
Environmental Control Indicator: No
Corrective Action Priority Ranking: No NCAPS ranking
Non-TSDFs Where RCRA CA has Been Imposed Universe: No
Subject to Corrective Action Universe: No
202 GPRA Corrective Action Baseline: No
2018 GPRA Renewals Baseline: Not on the Baseline
2018 GPRA Permit Baseline: Not on the Baseline
Sub-Part K Indicator: Not reported
Hazardous Secondary Material Indicator: N
Federal Facility Indicator: Not reported
Active Site State-Reg Handler: ---
Federal Universal Waste: No
Universal Waste Destination Facility: No
Universal Waste Indicator: No
Off-Site Waste Receipt: No
Underground Injection Control: No
Smelting Melting and Refining Furnace Exemption: No
Small Quantity On-Site Burner Exemption: No
Recycler Activity with Storage: No
Transfer Facility Activity: No
Transporter Activity: No
Mixed Waste Generator: No
Importer Activity: No
Short-Term Generator Activity: No
Operator Type: Other
Operator Name: Ronald M Karp
Owner Type: Other
Owner Name: Burlingame Evans
Mailing City,State,Zip: BURLINGAME, CA 94010
Mailing Address: 1209 BURLINGAME AVE
State District: Not reported
State District Owner: Not reported
Active Site Indicator: Not reported
Accessibility: Not reported
Biennial Report Cycle: Not reported
Non-Notifier: Not reported
Federal Waste Generator Description: Not a generator, verified Land Type: Not reported
EPA Region: 09
Contact Title: Not reported
Contact Email: [email protected]
Contact Fax: 650-342-1121
Contact Telephone: 650-348-3055
Contact City,State,Zip: BURLINGAME, CA 94010
Contact Address: 1209 BURLINGAME AVE
Contact Name: RONALD M KARP
EPA ID: CAC003101981
Handler City,State,Zip: SAN MATEO, CA 94401
Handler Address: 318 SOUTH B STREET
Handler Name: Jsr Karp 6, Limited Partnership
Date Form Received by Agency: 20210121
RCRA Listings:
265 ft. Site 13 of 16 in cluster B
0.050 mi.
Relative:
Higher
Actual:
32 ft.
< 1/8 SAN MATEO, CA 94401
WNW 318 SOUTH B STREET CAC003101981
B53 JSR KARP 6, LIMITED PARTNERSHIP 1026713658 RCRA NonGen / NLR TC7287695.2s Page 107
2011 of 11211
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Electronic Manifest Broker: No
Non Storage Recycler Activity: No
Current Record: Yes
Spent Lead Acid Battery Exporter: No
Spent Lead Acid Battery Importer: No
Recognized Trader Exporter: No
Recognized Trader Importer: No
Large Quantity Handler of Universal Waste: No
State District Owner: Not reported
Federal Waste Generator Description: Not a generator, verified Handler Name: JSR KARP 6, LIMITED PARTNERSHIP
Receive Date: 20210121
Historic Generators: