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ARCHIVED REPORTS_XR0005883
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0545610
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ARCHIVED REPORTS_XR0005883
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Entry Properties
Last modified
9/24/2020 12:28:44 AM
Creation date
4/24/2020 4:08:48 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005883
RECORD_ID
PR0545610
PE
2952
FACILITY_ID
FA0003920
FACILITY_NAME
JKC TRUCKING INC
STREET_NUMBER
3400
STREET_NAME
NEWTON
STREET_TYPE
RD
City
STOCKTON
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
3400 NEWTON RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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r e <br /> 9 ^ <br /> 05 March 2002 <br /> AGE-NC Project No 99-0592 <br />' Page 2 of 4 <br /> into laboratory-supplied 40-m1 EPA-approved VOA vials containing 0 5 ml 18%hydrochloric acid <br /> I as a sample preservative and into one 1-liter amber bottle without a sample preservative The sample <br /> containers were then labeled with well designation,date,time of sampling and the sampler's initials <br /> The samples were transported in a chilled container under chain-of-custody to McCampbell <br /> Analytical, Inc (MAI), a Califorrua Department of Health Services(DHS)-certified laboratory, for <br /> analysis The samples were analyzed for <br />' 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 oxygenated ether methyl <br /> tertiary butyl ether(MTBE) in accordance with EPA Method 8020, and <br /> • Volatile organic compounds and fuel oxygenates -MTBE,di-Isoproply ether(DIPE), ethyl <br />' tertiary butyl ether (ETBE), tertiarty amyl methyl ether (TAME), tertiary butanol (TBA), <br /> methanol, ethanol, ethylene dibromide (EDB) and 1,2-dichloroethane (1,2-DCA) in <br />' accordance with EPA Method 8260 modified <br /> 3.0. FINDINGS <br /> Ground water elevation, flow direction, and gradient were determined from field data collected on <br />' 11 February 2002 Laboratory analysis of ground water samples was used to quantify the impact to <br /> ground water <br />' 3 1 GROUND WATER GRADIENT AND FLOW DIRECTION <br /> IDepth to ground water was measured between 57 92 feet and 58 60 feet bsg in wells MW-1,MW-2, <br /> MW-3 and MW-4 on 11 February 2002 Ground water elevations at the site ranged from 30 81 feet <br />' below mean sea level (msl) in well MW-1 to 3160 feet below msl in well MW-4 Momtoring data <br /> from the site was combined with monitoring well data collected from the adjacent former Cherokee <br /> Truck Stop site (3535 East Cherokee Road) also collected on I 1 February 2002, to determine the <br />' approximate ground water flow direction Ground water elevation data are presented on Table 1 <br /> Ground water flow direction was Inferred to be toward the east-northeast at a very low gradient of <br /> approximately 0 001 ft/ft Figure 3 depicts the contours for February 2002 <br /> 3 2 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> I. The ground water sample collected from MW-1 contained TPH-g and TPH-d at concentrations of <br /> 470 micrograms per liter(µg/1)and 140 µg/1,respectively Benzene,toluene and total xylenes were <br /> Advanced GeoEnvironmental,Inc <br /> I <br />
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