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ARCHIVED REPORTS_XR0012084
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2900 - Site Mitigation Program
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PR0541653
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ARCHIVED REPORTS_XR0012084
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Last modified
10/10/2020 11:07:03 PM
Creation date
7/9/2020 8:40:25 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012084
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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i <br /> 13 December 2002 <br /> AGE-NC Project No 95-0130 <br /> IPage 4 of 6 <br /> reports(Castle Analytical Laboratory Reference No 5034)and chain-of-custody forms are presented <br /> IIn Appendix C <br /> I4.0. SUMMARY AND CONCLUSIONS <br /> I The Implications from the September 2002 ground water monitoring event are as follows <br /> • Ground water flow direction was Inferred to be towards the northeast at a gradient of <br /> 0 006 ft/ft In the area bound by wells MW-1 through MW-5 Due to the low gradient at the <br />' site,slight variations in ground water measurements or changes of recharge/discharge of the <br /> local ground water could greatly modify the inferred ground water flow direction <br /> I • The decrease of ground water elevation of approximately 129 feet between the June 2002 <br /> and the September 2002 monitoring events may be due to seasonal ground water fluctuation <br /> or a longer-term drought cycle, decreasing ground water elevations have generally been <br /> reported at the site since the May 2001 monitoring event <br /> • Ground water at the site is above the screen intervals of wells MW-1 through MW-5,MW-6 <br />� . (B, C,D and E),MW-7 (B,C, D and E),VW-1 C,VW-2A and VW-3A(i a screened below <br /> ground water elevation),and may not yield samples fully representative of shallowest ground <br /> water conditions The ground water table appeared to be within the screen interval of wells <br /> MW-6A, MW-7A and VW-1B and should be representative of shallowest ground water <br /> 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 and MW-7B (Figure 4) which is consistent <br /> with previous monitoring results <br /> I • The greatest concentrations of dissolved MTBE was detected in the sample collected from <br /> well MW-6A (Figure 5) which is located immediately east of the former UST pit No 1 <br /> Reported concentrations of MTBE have not demonstrated an increasing or decreasing trend <br /> rduring the ground water monitoring program <br /> 1 • Significant concentrations of 1,2-DCA were detected orhave consistently been detected from <br /> I wells MW-2, MW-3, MW-6B, MW-6C, MW-7A, MW-7B, VW-1B, VW-IC, 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 sample collected from wells MW-2 and <br /> MW-5, however, TBA was previously detected at wells MW-1, MW-3, VW-1C, VW-2A, <br /> VW-2B and VW-3A suggesting a significant TBA-impact to ground water at the site <br /> • EDB was not detected in any of the September 2002 samples, however, EDB has been <br /> detected at wells MW-7B, VW-2A and VW-2B in concentrations significantly above the <br /> DHS's Maximum Contaminant Level (MCL) in drinking water <br /> Advanced GeoEnvironmental,Inc <br /> I <br />
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