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WORK PLANS FILE 2
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544513
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WORK PLANS FILE 2
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Last modified
5/31/2019 5:00:53 PM
Creation date
5/31/2019 4:53:22 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 2
RECORD_ID
PR0544513
PE
3528
FACILITY_ID
FA0024115
FACILITY_NAME
WEST CLAY PROPERTY
STREET_NUMBER
639
Direction
W
STREET_NAME
CLAY
STREET_TYPE
ST
City
STOCKTON
Zip
95209
APN
14707110
CURRENT_STATUS
02
SITE_LOCATION
639 W CLAY ST
P_LOCATION
01
QC Status
Approved
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Ivor <br /> APPENDIX A - HISTORICAL BACKGROUND INFORMATION <br /> WEST CLAY PROPERTIES <br /> 639 West Clay Street, Stockton, California <br /> Two areas of concern related to former underground storage tanks (USTs) have been identified at <br /> the site.The former UST No. 3 area is located in the southern portion of the property and the former <br /> Cluster UST area is located in the north portion of the property. Following is a brief history of <br /> environmental assessment and remediation. <br /> UST No. 3 Location (South Area) <br /> 1990 to 1993 - It is AGE's understanding that one 1,000-gallon UST was removed from the site in <br /> May 1990,and the product line from the former UST to the dispenser was removed in October 1993. <br /> Subsequently, approximately 550 cubic yards of hydrocarbon-impacted soil was removed from the <br /> former UST area; the soil was excavated to a depth of approximately 38 feet below surface grade <br /> (bsg). Total petroleum hydrocarbons quantified as gasoline (TPH-g) was encountered in one <br /> excavation bottom sample at a concentration of 5,200 milligrams per kilogram (mg/kg) and in one <br /> sidewall sample at 2,100 mg/kg; however, the lateral and vertical extent of contamination was not <br /> assessed. <br /> Following excavation, four soil borings (13-1 through B-4) were advanced at the site as part of <br /> environmental assessment related to the former UST. Three borings were completed as monitoring <br /> wells (MW-1 through MW-3). Ground water was determined to be impacted and additional <br /> assessment was required by the San Joaquin County Environmental Health Department (EHD) to <br /> define the lateral and vertical extent of impacted soil and ground water. The excavation was not <br /> backfilled until April 1997. <br /> June 1996 - AGE begins working on project. <br /> November 1996 - Four soil borings (13-5 through B-8) were advanced at the site. Relatively low <br /> concentrations of BTEX constituents were detected in the soil sample collected at 30 feet bsg in soil <br /> boring B-7; analytes of concern were not detected in the soil samples collected and analyzed from <br /> borings B-5, B-6 and B-8. Xylenes and total petroleum hydrocarbons quantified as diesel (TPH-d) <br /> were detected in grab ground water samples collected from borings B-6 and B-8. <br /> May 1997- Monitoring wells MW-4 and MW-5 were installed at the site. Target analytes were not <br /> detected above laboratory reporting limits in soil samples collected and analyzed from the pilot <br /> borings. Relatively low concentrations of various target analytes were detected in ground water <br /> samples collected during the preliminary ground water monitoring and sampling event. <br /> August 1998-Five monitoring wells(MW-6A/B,MW-7 and MW-8A/B)were installed at the site. <br /> Relatively low concentrations of benzene and xylenes were detected in the soil sample collected at <br /> 45 feet bsg from pilot boring MW-8. Analytes of concern were not detected in the soil samples <br /> collected and analyzed from pilot borings MW-6 and MW-7. <br /> Advanced GeoEnviron mental,Inc. <br />
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