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ARCHIVED REPORTS_XR0012038
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0541653
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ARCHIVED REPORTS_XR0012038
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Last modified
10/10/2020 11:05:20 PM
Creation date
7/9/2020 8:33:19 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012038
RECORD_ID
PR0541653
PE
2965
FACILITY_ID
FA0023871
FACILITY_NAME
TOP FILLING STATION
STREET_NUMBER
101
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15125307
CURRENT_STATUS
01
SITE_LOCATION
101 S WILSON WAY
P_LOCATION
01
QC Status
Approved
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EHD - Public
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' 28 June 2002 <br /> i AGE-NC Project No 95-0130 <br />' Page 4 of 6 <br /> detected In a ground water sample collected from well VW-1C at a concentration of 77 µg/l There <br />' were no reported detections of 1,2-DCA or EDB in any other ground water samples analyzed <br /> No other fuel components were detected in the ground water samples Previous and current analytical <br /> results of ground water monitoring well samples are summarized in Tables 3 and 4 The laboratory <br /> reports (Castle Analytical Laboratory Reference No 4475 and McCampbell Analytical Inc I D No <br /> 0203139) and chain-of-custody forms are presented in Appendix B <br /> I4.0. SUMMARY AND CONCLUSIONS <br /> The implications from the March 2002 ground water monitoring event are as follows <br /> • Ground water flow direction was inferred to be towards the northeast at a gradient of 0 004 <br /> ft/ft in the area bound by wells MW-1 through VW-3 Due to the low gradient at the site, <br /> slight variations in ground water measurements or changes of recharge/discharge of the local <br /> ground water could greatly modify the Inferred ground water flow direction <br /> • The Increase of ground water elevation of approximately 1 97 feet between the <br /> December 2001 and the March 2002 monitoring events is likely part of the seasonal ground <br /> water fluctuation,prior to March 2002,decreasing ground water elevations had been reported <br /> Iat the site since the May 2001 ground water monitoring event <br /> • Ground water at the site is above the screen Intervals of wells MW-1, MW-2, MW-3,MW-4, <br /> MW-5, MW-6 (B, C, D and E), MW-7 (B, C, D and E) and VW-1C (I e screened below <br /> ground water elevation), and may not yield samples fully representative of shallowest ground <br /> water conditions The ground water table was within the screen interval of wells MW-6A, <br /> MW-7A, VW-1B, VW-2A and VW-3A and should be representative of shallowest ground <br /> water conditions <br /> • The greatest concentrations of dissolved TPH-g and BTEX were detected in samples <br /> collected from wells VW-1 (B and C), VW-2A, MW-6A and MW-7B (Figure 2) which is <br /> consistent with previous monitoring results The greatest concentrations of dissolved MTBE <br /> I was detected in the sample collected from well MW-6A (Figure 4) which is located <br /> Immediately east of the former UST pit No 1 <br /> • Reported concentrations of MTBE have not demonstrated an increasing or decreasing trend <br /> during the ground water monitoring program <br /> • Significant concentrations of 1,2-DCA were detected or have consistently been detected from <br /> I wells MW-2, MW-3, MW-6B, MW-6C, MW-7A, MW-7B, VW-1B, VW-1C, VW-2A, <br /> VW-2B and VW-3A suggesting a significant 1,2-DCA-impact to ground water at the site <br /> • The only detection of dissolved TBA was in the samples collected from wells MW-5, <br /> IAdvanced GeoEnvi ron mental,Inc <br /> I <br />
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