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ARCHIVED REPORTS_XR0009240
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0231735
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ARCHIVED REPORTS_XR0009240
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Last modified
5/8/2020 9:38:53 AM
Creation date
5/8/2020 9:20:23 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009240
RECORD_ID
PR0231735
PE
2381
FACILITY_ID
FA0003778
FACILITY_NAME
TRACY MARINE SALES
STREET_NUMBER
2353
STREET_NAME
TOSTE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
2353 TOSTE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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i <br /> • <br /> 17 May 2005 <br /> AGE-NC Project No 96-0263 <br /> Page 2 of 5 <br /> allowing the wells to achieve a minimum 80%recovery of the pre-purge water volume Each water <br /> sample was transferred into three 40-m1 volatile organic analysis(VOA)vials containing 0 5 ml 18% <br /> hydrochloric acid as a sample preservative <br /> After collection, the samples were properly labeled, placed in a chilled container and transported <br /> under chain of custody to Cal Tech Environmental Laboratories (CTEL), a State of California <br /> Department of Health Services (DHS)-certified analytical laboratory The samples were analyzed <br /> for <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> Method 5030/8015 Modified, and <br /> • Benzene,toluene, ethylbenzene and total xylenes(BTEX),fuel additives di-isopropyl ether <br /> (DIPS),ethyl tertiary-butyl ether(ETBE),methyl-tertiary-butyl ether(MTBE),ternary-amyl <br /> methyl ether (TAME), tertiary butanol (TBA), 1,2-dichloroethane (1,2-DCA) and 1,2- <br />' 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 /> 09 March 2005, the contaminant impact to ground water was quantified from the laboratory <br /> analytical data <br /> 3 1 GROUND WATER GRADIENT AND FLOW DIRECTION <br /> The elevation of ground water in each well was calculated by subtracting the depth to ground water <br /> from the surveyed well casing elevations (Table 1) For the March 2005 sampling event, depths to <br /> ground water ranged from 6 87 feet to 7 91 feet below the tops of the well casings Ground water <br /> elevations at the site ranged from 28 91 feet above mean sea level(MSL)in well MW-9 to 29 82 feet <br /> above MSL in well MW-11 <br />' The ground water flow direction was determined by contouring the ground water elevation data The <br /> ground water at the site was inferred to be flowing to the north-northwest at an average gradient of <br />' 0 004 foot/foot The ground water contours are depicted on Figure 3 Elevation data from deep- <br /> screened well MW-6(screened between 27 and 32 feet bsg)was not used to determine ground water <br /> flow direction <br />' Advanced GeoEnvironmentel,Inc <br /> 1 <br />
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