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ARCHIVED REPORTS XR0001783
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3500 - Local Oversight Program
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PR0544497
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ARCHIVED REPORTS XR0001783
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Last modified
5/28/2019 3:33:11 PM
Creation date
5/28/2019 2:53:16 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001783
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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1, <br /> 19 January 2006 <br /> �• AGE-NC Project No 97-0312 <br /> IPage 3 of 4 ., <br /> (UST-2) and 35 76 feet (UST-6) below mean sea level (MSL), the average ground water elevation <br /> Iat the site during the second quarter 2005 was 35 05 feet below MSL, an Increase of 1 42 feet since <br /> the March-2005 monitoring event The ground water table occurred within the screened Intervals of <br /> " monitoring wells UST-2 through UST-6 Monitoring well UST-7-was designed to monitor deeper <br /> ground water, with a 5-foot screened Interval set at approximately 22 feet below the water table, <br /> since It Is possibly monitoring a different hydraulic zone,UST-7 was not used to determine gradient <br /> and flow direction <br /> The ground water flow direction during second quarter 2005 was radially Inwards towards a <br /> I northerly trending trough In the potentiometric surface (Figure 3), net ground water flow was <br /> Inferred to be towards the north at low hydraulic gradients ranging between 0 004 foot/foot(ft/ft)and <br /> 0 006 ft/ft <br /> Monitoring data collected from the adjacent Moore Truck Lines property Indicates a ground water <br /> flow direction towards the southeast (Figure 3) <br /> I <br /> 3 2 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> TPH-g was detected in the ground water samples collected from well UST-5 at a concentration of <br /> 200 micrograms per liter (µg/1) 1,2-DCA was detected In the samples collected from UST-5 and <br /> UST-6 at concentrations of 220 pg/l and 10 µg/1, respectively <br /> No other analytes were detected at or above laboratory reporting limits In the ground water samples <br /> " <br /> 'collected this quarter The laboratory report(CTEL Project No CT214-0506206),quality assurance/ <br /> quality control(QA/QC)reports,and chain of custody form are Included In Appendix C Analytical <br /> I results of water samples collected during the second quarter 2005 are summarized In Table 2 The <br /> analytical results of historical water samples are summarized In Tables 3 and 4 Documents <br /> confirming the upload of laboratory electronic deliverable format (EDF)'files and depth to water <br /> measurements to GeoTracker�are included in Appendix D <br /> 4.0. DISCUSSION AND CONCLUSIONS <br /> Based upon data collected from the site, AGE concludes <br /> IGround water elevation Increased approximately 142 feet at the site since the March 2005 <br /> monitoring event The Inferred ground water flow direction was generally toward the north <br /> Iat hydraulic gradients ranging between 0 004 foot/foot (ft/ft) and 0 006 ft/ft <br /> Advanced GcoEnvironmental,Inc <br />
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