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ARCHIVED REPORTS_XR0005314
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545522
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ARCHIVED REPORTS_XR0005314
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Last modified
3/13/2020 4:21:01 AM
Creation date
3/12/2020 10:46:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005314
RECORD_ID
PR0545522
PE
3528
FACILITY_ID
FA0006272
FACILITY_NAME
PACIFIC GAS
STREET_NUMBER
2088
Direction
E
STREET_NAME
MARIPOSA
STREET_TYPE
RD
City
STOCKTON
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
2088 E MARIPOSA RD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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. 17 April 1996 <br /> AGE-NC Project No 95-0120 E <br /> Page 2 of 7 <br /> contamination Low concentrations of hydrocarbons were detected in borings B7 and B9, near the <br /> former pipelines GeoAudit recommended further excavation of tank pit #1 to remove contamination <br /> that might be present below a depth of 15 feet <br /> r <br /> 2 3 EXCAVATION AND BACKFILLING <br /> On 10 and i 1 May 1993, approximately 500 cubic yards of contaminated soil were removed from <br /> ' tank pit 91 Soil was removed from the excavation to a depth of 35 feet at the southern end of the <br /> excavation Field screening with a photo-ionization detector (PID) detected organic vapors at the <br /> floor of the enlarged excavation In subsequent verbal communication, the PHS-EHD notified Pacific <br /> ' Gas that, due to seasonally high ground water of approximately 45 feet, a ground water investigation <br /> involving the installation of three monitoring wells would be required <br /> On May 12 and 13, 1993,the excavation was partially backfilled Crushed rock and pea gravel were <br /> used to backfill the southern portion of the excavation The entire excavation was then backfilled and <br /> compacted to a depth of 5 feet below surface grade <br /> 24 SITE ASSESSMENT <br /> From 3 to 5 November 1993, five soil borings were drilled at the site Borings B 10 and B I 1 were <br /> ' placed in the excavation (approximately 5 feet below surface grade bsg), advanced to depths of 75 <br /> and 70 feet bsg, respectively and backfilled with Portland cement Three other borings were advanced <br /> to 88 feet bsg and completed as 2-mch ground water monitoring wells (MW 1, MW2 and MW3) A <br /> total of 14 soil samples were analyzed for total petroleum hydrocarbons as gasoline (TPH-g) and <br /> volatile aromatics(benzene, toluene, ethyl benzene and xylenes, BTE&X) Three samples were also <br /> analyzed for TPH as diesel (TPH-d) <br /> ' Hydrocarbon odors were noted in soil samples from borings B 10, B 11 and MW 1 at depths between <br /> 45 and 65 feet bsg Laboratory analysis detected TPH-g in five of the 14 samples analyzed The <br /> ' highest concentration of gasoline was detected in B 10 at a depth of 40 feet (B 10-40) Tbluene was <br /> detected only in sample B11-55, at the detection limit of 0 005 parts per million (ppm) Ethyl benzene <br /> and xylenes were detected in three samples at concentrations up to 0 018 ppm (MW1-45) No <br /> benzene or diesel were detected in any of the samples <br /> ' 2 5 REGIONAL GROUND WATER DEPTH AND FLOW DIRECTION <br /> The surface of the water table occurs at a depth of approximately 70 feet bsg on the site The <br /> uppermost ground water flows in an unconfined aquifer With depth, the aquifer becomes semi- <br /> s <br />
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