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ARCHIVED REPORTS XR0010524
EnvironmentalHealth
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EL DORADO
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3500 - Local Oversight Program
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PR0528611
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ARCHIVED REPORTS XR0010524
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Entry Properties
Last modified
4/2/2019 5:03:59 PM
Creation date
4/2/2019 5:00:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010524
RECORD_ID
PR0528611
PE
2957
FACILITY_ID
FA0019235
FACILITY_NAME
J & L MARKET
STREET_NUMBER
8125
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
FRENCH CAMP
Zip
95231
APN
19317003
CURRENT_STATUS
01
SITE_LOCATION
8125 S EL DORADO ST
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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Excavation took place over a period of several days in mid-to-late November 1995 <br /> During the work, it became apparent that the extent of soil contamination was greater <br /> than previously anticipated, and personnel from Upgradient Environmental, using a <br /> portable photo-ionization detector(PID), screened the excavated soil and directed the <br /> excavator Excavation was terminated when no further evidence of contamination was <br /> detected At completion, the excavation measured approximately 50 feet wide by 80 feet <br /> long by 40 feet deep (at the north end) A crane was used to lower a geologist from <br /> Upgradient Environmental into the excavation, and twenty samples were collected from <br /> the floor and sidewalls of the excavation to confirm that the contaminated soil had been <br /> removed Residual hydrocarbons were detected in two of the sidewall samples from the <br /> west wall, where further excavation was precluded because of the proximity of the <br /> service station building <br /> The excavated soil (approximately 4,000 cubic yards)was transported to REMCO, Inc in <br /> Richmond, California for treatment The excavation was backfilled with imported soil, which was <br /> compacted in accordance with County regulations <br /> After all laboratory work was complete, Upgradient Environmental submitted the Site <br /> Remediation Report in December 1995 Total Petroleum Hydrocarbons (gasoline) were <br /> detected at 9 mg/kg (parts per million) in sample JL-P-13 in a clay layer at a depth of 22 <br /> feet and at 4,200 mg/kg in sample JL-P-15 in a sand layer at 12 5 feet No hydrocarbons <br /> were detected in samples below the clay layer, and because organic vapor concentrations <br /> (PID readings) declined rapidly below this layer, Upgradient Environmental interpreted <br /> the clay as a confining layer that inhibited downward migration of gasoline <br /> No further work was performed until mid-2001, when Mr Fisk requested the <br /> CVRWQCB to close the case and issue a No Further Action letter,After contacting San <br /> Joaquin County PHS/EHD, the CVRWQCB denied Mr Fisk's request and recommended <br /> that he conduct a preliminary investigation of the groundwater to determine whether it <br /> was impacted This led to the first phase-of drilling in November 2001, which confirmed <br /> that groundwater had been impacted by both hydrocarbons spanning the gasoline-diesel <br /> range <br /> 3.0 PROCEDURES <br /> Drilling took place on February 13, 2003 V&W Drilling of Isleton, California mobilized <br /> a Brainerd-Kilman BK-81 hollow-stem auger rig to drill two vertical borings and a <br /> Geoprobe® direct-push rig to drill two shallower vertical borings and two slant borings <br /> The locations for borings JLM-6, JLM-7, and JLM-8 were selected to assess the extent of <br /> groundwater contamination in the vicinity of the former underground storage tanks, and <br /> the locations of borings JLM-9, JLM-10, and JLM-11 were selected to determine the <br /> extent of groundwater contamination in the vicinity of the former dispenser islands, <br /> where the original gasoline release was detected (Figure 2) A secondary purpose was to <br /> locate the western limit of the soil contamination that had been observed in excavation <br /> sidewall samples JL-P-13 and JL-P-15 and boring samples JLM-2-10', JLM-2-15', JLM- <br /> 20', and JLM-25' This required that borings JLM-9 and JLM-10 be drilled as slant <br /> 3 <br />
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