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ARCHIVED REPORTS_XR0010175
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545689
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ARCHIVED REPORTS_XR0010175
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Last modified
5/18/2020 4:06:43 PM
Creation date
5/18/2020 3:42:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010175
RECORD_ID
PR0545689
PE
3528
FACILITY_ID
FA0005164
FACILITY_NAME
FISCO WAREHOUSE
STREET_NUMBER
1648
STREET_NAME
SHAW
STREET_TYPE
RD
City
STOCKTON
Zip
00000
CURRENT_STATUS
02
SITE_LOCATION
1648 SHAW RD
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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1 <br />' 08,July 2004 <br /> i AGE-NC Project No. 97-0343 <br />' Page 2 of 4 <br />' 2.2. COLLECTION OF GROUND WATER SAMPLES <br /> Water samples were collected from wells MW-2,MW-3,MW-4,MW-5 and MW-7 using disposable <br />' plastic bailers and from MW-8 using dedicated tubing after allowing the well to achieve a minimum <br /> 80% recovery of the pre-purge water volume. <br /> The water samples were transferred into three 40-milliliter(ml)volatile organic analysis(VOA)vials <br /> containing 0.5 ml 18%hydrochloric acid as a sample preservative and into one 1-liter amber bottle <br /> without added preservative.After collection, the samples were properly labeled,placed in a chilled <br />' container and transported under chain-of-custody to Cal Tech Environmental Laboratories(CTEL), <br /> a Department of Health Services-certified laboratory. The ground water samples were analyzed for: <br /> I Total petroleum hydrocarbons quantified as gasoline (TPH-g) and diesel (TPH-d) in <br /> accordance with EPA Method 8015 Modified; <br /> • Benzene, toluene, ethylbenzene and total xylenes (BTEX) and the fuel additives methyl- <br /> tertiary butyl ether (MTBE), di-isopropyl ether (DIPE), ethyl tertiary-butyl ether (ETBE), <br /> tertiary-amyl methyl ether (TAME), tertiary butyl alcohol (TBA), 1,2-dichloroethane <br /> (1,2-DCA) and 1,2-dibromoethane (EDB) in accordance with EPA Method 8260B. <br /> 3.0. FINDINGS <br /> Ground water elevation, flow direction, and gradient were determined from field data collected on <br /> 18 March 2004. The contaminant impact to ground water was quantified from the laboratory <br /> analytical data. <br /> I3.1. GROUND WATER GRADIENT AND FLOW DIRECTION <br /> At the time of the March 2004 sampling event, depths to ground water in wells MW-1 through <br /> MW-5,MW-7 and MW-8 ranged from 53.40 feet to 54.47 feet below the well heads; ground water <br /> elevations ranged from 25.74 feet below mean sea level (MSL) in well MW-1 to 26.21 feet below <br /> MSL in well MW-7(Table 2). The average ground water elevation at the site this quarter was 26.00 <br /> feet below MSL. The average .ground water elevation at the site increased 4.86 feet between the <br /> August 2003 and March 2004 sampling events. <br /> Based on the elevation contours, the ground water flow direction was inferred to be flowing <br /> generally to the south at an average hydraulic gradient of 0.01 feet/feet. Figure 3 illustrates the <br /> contoured ground water elevations as measured on 18 March 2004. <br /> i <br /> Advanced GeoEnvironmental,Inc. <br />
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