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ARCHIVED REPORTS XR0000627
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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B
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BENJAMIN HOLT
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3128
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3500 - Local Oversight Program
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PR0544112
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ARCHIVED REPORTS XR0000627
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Last modified
7/16/2020 7:51:35 AM
Creation date
2/7/2019 3:32:01 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000627
RECORD_ID
PR0544112
PE
3528
FACILITY_ID
FA0005145
FACILITY_NAME
EXXON COMPANY USA
STREET_NUMBER
3128
Direction
W
STREET_NAME
BENJAMIN HOLT
STREET_TYPE
DR
City
STOCKTON
Zip
95207
APN
09523002
CURRENT_STATUS
02
SITE_LOCATION
3128 W BENJAMIN HOLT DR
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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Tags
EHD - Public
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EXECUTIVE SUMMARY <br /> The project site, which is the former Exxon service station at 3128 West Benjamin Holt <br /> Drive, is located in northwest Stockton,California, at the southeast corner of Grigsby <br /> Place and West Benjamin Holt Drive,approximately 200 feet west of Interstate 5. The site <br /> is surrounded.by a mixture of commercial and residential properties. The site is bounded <br /> by a shopping center and a Shell gasoline station to the north,a church and residential area <br /> to the west,a water tower.Seven-Eleven parking lot and store and residential area to the <br /> south and Interstate Highway 5 to the east. <br /> '- The site was an active Exxon Retail Service Station from 1968 to 1991. Three single-- <br /> walled steel underground storage tattles previously containing gasoline and having a <br /> capacity of 6,000 gallons, 8,000 gallons and 10,000 gallons are located in the northeast <br /> corner of the site. A 1,000 gallon waste oil tank is located in the southern portion of the <br /> site, south of the station hoase/garage. According to a report by Engineering Science, Inc. <br /> (ESI)of Berkeley, California, all underground storage tanks on the property are original. <br /> PREVIOUS INVESTIGATIONS <br /> In March, 1991, Engineering Science,Inc. of Berkeley,California(ESI)drilled three soil <br /> borings at the site and converted them into 4-inch diameter groundwater monitor wells, MW- <br /> 1, MW-2 and MW-3. Depth to groundwater was treasured at approximately 14 feet below <br /> ground surface. Groundwater flow direction is to the northeast. <br /> In June, 1991,Artesian Environmental Consultants (Artesian) conducted a Phase II <br /> subsurface investigation at the site to evaluate the vertical and lateral extent of the <br /> hydrocarbons detected in the soils in the previous investigation and the lateral extent of <br /> hydrocarbons detected in the groundwater. <br /> Four soil borings, B-4 through B-7, were drilled to a depth of 20 feet below ground surface. <br /> Groundwater samples were collected from B-4 through B-7 using hydropunch sampling <br /> iv <br />
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