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Environmental Health - Public
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3500 - Local Oversight Program
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PR0545315
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
2/11/2020 12:05:30 PM
Creation date
2/11/2020 9:46:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0545315
PE
3528
FACILITY_ID
FA0003572
FACILITY_NAME
DAVES UNION SERVICE
STREET_NUMBER
1702
STREET_NAME
JACKSON
STREET_TYPE
ST
City
ESCALON
Zip
95320
APN
227-14-011
CURRENT_STATUS
02
SITE_LOCATION
1702 JACKSON ST
P_LOCATION
06
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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FEB 2b '95 04:38PM CLEgRWRTER GROUP <br /> CLEARWATER <br /> c R 0 LT P, I ra C:. <br /> In order to ensure that the most appropriate means Of Site remediation had been <br /> recommended, Clearwater reviewed the information presented in all applicable <br /> pro}ect doour ents. 'I"v-results of this review were discussed with the PHSIEHD on <br /> September 14, 1994, and are listed as follows: <br /> + The moet significant area of hydrocarbon contamination was detected in samples <br /> collected from borings drilled in the vicinity of the farmer dispenser island. <br /> While field readings indicated the presence of contamination in the 12.5 - 41.5 <br /> foot interval in this portion of the site, no soil samples were forwarded 'to the <br /> project lab for analysis, <br /> •. VW-2 had been completed near, but not within, the area of contaminated soil (as <br /> evidenced by lab data). VLA-2 was screened from 20 - 50 feet bgs, almost 10 feet <br /> below'the area of highest documented concentrations of gasoline compounds. <br /> VW-2 was, not constructed in a manner that would facilitate the recovery of <br /> hydrocarbons from the fine-grained unit noted to be present at 40 feet bgs, as the <br /> screened interval extended into the coarse-grained materials above ,this depth <br /> (which would result in preferential extraction from the upper unit, with little or <br /> no extraction from the fine-grained sediments at depth). ,Additionally, VW-2- <br /> was completed in the tank backfill, and the possibility of a "short circuit" in the <br /> vapor extraction system as a result of vapors seeking the path of least resistance <br /> (thiough 'the backfill to the screen, as opposed to through native soil to the <br /> screen) waa very real. While the analysis,af vapor samples collected during the <br /> test on ;IVY-2 indicated the recovery of gasoline hydrocarbons, the location and <br /> construction of the well were seen to marginalize the utility of this well in terms <br /> of remedial effectiveness. <br /> • VW-1 was completed in an area that had been shown, by tank floor and soil <br /> boring samples, to be free of hydrocarbon contamination. The benefits associated <br /> with the incorporation of this well into the remedial plan were seen to be <br /> questionable. <br /> + <br /> VW-3 was completed in the vicinity of the portion of the former tankfield that <br /> had been shown., through the collection and analysis of excavation floor samples, <br /> : to contain moderate concentrations of gasoline constituents. ' The fact that the <br /> sample collected from 15.5 feet bgs in the boring for VW-3 contained gasoline <br /> constituents, albeit in very low concentrations, supports the assertion that soils <br /> in this area of the site may contain concentrations of gasoline constituents. it <br /> was considered unfortunate that the screened interval of this well was not <br /> extended into the soils that were shown to contain the highest concentrations of <br /> hydrocarbons (screened interval begins at 20-feet bgs). <br /> • Based on the-facts presented above, Clearwater recommended the installation of <br /> a pair of additional vapor extraction wells (VW-4 and VW-5). The wells were <br /> proposed for installation in the immediate vicinity of the most contaminated <br /> area. VW-4 was proposed to be completed at 40 feet bgs, and screened from <br /> 10-40 feet; VW-5 was proposed to be completed at 50 feet bgs, and screened from <br /> 3 <br />
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