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ARCHIVED REPORTS XR0001912
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3500 - Local Oversight Program
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PR0544497
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ARCHIVED REPORTS XR0001912
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Last modified
5/28/2019 3:42:38 PM
Creation date
5/28/2019 3:02:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001912
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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I24 October 2003 <br /> AGE-NC Protect No 97-0312 <br />' Page 3 of 4 <br />' 3 1 GROUND WATER ELEVATION AND GRADIENT <br /> Depths to ground water at the site ranged between 6127 to 62 03 feet below top of casing (btoc), <br /> rground water elevations were between 33 20 feet (UST-2) and 33 31 feet (UST-3, UST-5 and <br /> UST-6) below mean sea level (MSL) The average ground water elevation had increased by an <br /> average of 0 94 feet since the February 2003 monitoring event The ground water table occurred <br />' above the screened intervals of monitoring wells UST-2 through UST-4, the ground '%;�ater table <br /> occurred within the screened intervals of monitoring wells UST-5 and UST-6 Monitoring well UST- <br />' 7 was designed to monitor deeper ground water,with a 5-foot screened interval set at approximately <br /> 25 feet below the water table, since it possibly is monitoring a different hydraulic zone, UST-7 was <br /> not used to determine gradient and flow direction <br />' General ground water flow direction at the site was inferred to be west-northwest with an average <br /> gradient of approximately 0 0006 ft/ft or less Figure 3 depicts the ground water elevation contours <br />' for May 2003 <br /> Monitoring data from UST-2,UST-3 and UST-4 was combined with monitoring data collected from <br /> the adjacent Moore Truck Lines property to determine an approximate regional ground water flow <br /> direction <br /> 3 2 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> tDuring the May 2003 monitoring event,TPH-g,benzene and 1,2-DCA were detected in the sample <br /> collected from UST-5 at concentrations of 220 micrograms per liter (µg/1), 5 6 µg/1 and 300 µg/l, <br /> respectively TPH-d was detected in the sample collected from UST-3 at a concentration of 60 µg/1 <br /> MTBE and 1,2-DCA were detected in the sample collected from UST-6 at concentrations of 0 87 <br /> µg/1 and 4 S gg/l, respectively Tetrachloroethene was detected in the sample collected from UST-7 <br />' at a concentration of 0 99 µg/l <br /> No other target analytes were detected at or above laboratory reporting levels in the ground water <br /> samples collected this quarter The laboratory reports (MAI Lab IDs 0305262-001 through <br /> 0305262-007) and chain-of-custody forms are included in Appendix B Analytical results of water <br /> samples collected during the second quarter 2003 are summarized on Tables 2 and 3 The analytical <br />' results of all water samples are summarized on Tables 4 and 5 Figures 4,5 and 6 illustrate the areal <br /> extent of TPH-g/d-, benzene- and 1,2-DCA-impacted ground water, respectively <br /> 1 <br /> 1 <br /> Advanced GeoEnviroamental,Inc <br />
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