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ARCHIVED REPORTS XR0001951
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3500 - Local Oversight Program
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PR0544497
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ARCHIVED REPORTS XR0001951
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Last modified
5/28/2019 3:52:42 PM
Creation date
5/28/2019 3:29:04 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001951
RECORD_ID
PR0544497
PE
3528
FACILITY_ID
FA0003687
FACILITY_NAME
OLD TRUCK STOP, THE
STREET_NUMBER
3535
STREET_NAME
CHEROKEE
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
13206009
CURRENT_STATUS
02
SITE_LOCATION
3535 CHEROKEE RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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IIs <1) <br /> • 14 May 2004 <br /> AGE-NC Project No 97-0312 <br /> Page 3 of 5 <br /> 3 1 GROUND WATER ELEVATION AND GRADIENT <br /> Depths to ground water at the site ranged between 62 60 to 63 85 feet below top of casing (btoc), <br /> ground water elevations were between 34 51 feet(UST-5) and 35 22 feet(UST-3)below mean sea <br /> level(MSL) The average ground water elevation at the site during the first quarter 2004 was 34 74 <br /> feet below MSL, an increase of 3 05 feet since the December 2003 monitoring event The ground <br /> water table occurred within the screened intervals of monitoring wells UST-2 through UST-6 <br /> Monitoring well UST-7 was designed to momtor deeper ground water, with a 5-foot screened <br /> interval set at approximately 22 feet below the water table,since it possibly is monitoring a different <br /> hydraulic zone, UST-7 was not used to determine gradient and flow direction <br /> General ground water flow direction at the site was inferred to be generally toward the northeast with <br /> a gradient of approximately 0 001 ft/ft Figure 3 depicts the ground water elevation contours for <br /> March 2004 <br /> Monitoring data from UST-2, UST-3, UST-4 and UST-6 was combined with monitoring data <br /> collected from the adjacent Moore Truck Lines property to determine an approximate regional <br /> ground water flow direction <br /> 32 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> During the March 2004 monitoring event, the following analytes of concern were detected in the <br /> wells indicated <br /> • TPH-g was detected in the sample collected from well UST-5 at a concentration of <br /> 230 micrograms per liter (µg/1), <br /> • 1,2-DCA was detected in samples collected from wells MW-5 and MW-6 at concentrations <br /> of 390 µg/1 and 7 0 µg/1, respectively, <br /> • MTBE was detected in the sample collected from well UST-6 at concentrations 0 73 µg/1, <br /> • Toluene and xylenes were detected in the sample collected from UST-2 at concentrations of <br /> 0 66 gg/l and 0 52 µg/l, respectively, <br /> • Tetrachloroethene(PCE)was detected in the sample collected from UST-7 at a concentration <br /> of 1 7 µg11, and <br /> • Methylene chloride was detected in the samples collected from wells UST-4,UST-6,UST-7 <br /> and the large domestic well <br /> Advanced Geo Envi ron mental,Inc <br />
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