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ARCHIVED REPORTS_XR0012108
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2900 - Site Mitigation Program
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PR0541653
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ARCHIVED REPORTS_XR0012108
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Last modified
10/10/2020 11:24:44 PM
Creation date
7/9/2020 8:48:57 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012108
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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1 r - <br />' 17 December 2004 <br /> . AGE-NC Project No 95-0130 <br />' Page 4 of 6 <br />' samples collected from wells MW-2, MW-3, MW-6(B-D), MW-7(B, C), VW-1C, VW-2A and <br /> VW-3A at concentrations as high as 95 gg/l (VW-1C) <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 (Cal Tech Environmental Project No CT214-0405069) and chain-of-custody forms are <br />' presented in Appendix C, GeoTracker confirmation pages of the submitted laboratory electronic <br /> deliverable format (EDF) files are Included in Appendix D <br />' 4.0. SUMMARY AND CONCLUSIONS <br />' The Implications from the May 2004 ground water monitoring event are as follows <br /> • Ground water flow direction within Hydrologic Units 1, 2 and 3 was Inferred to be towards <br /> the east-northeast at a gradient of 0 006 foot/foot or less (Figures 3 and 4) <br /> • Between January 1995 and August 2001, ground water elevations at the site generally <br />'. Increased from 44 feet to 23 feet below MSL, since August 2001 and present day, ground <br /> water elevations have generally fluctuated between 24 feet and 28 feet below MSL(Table 2) <br />' • Ground water at the site was generally observed between 42 and 43 feet bsg and was above <br /> the screened Intervals of wells MW-1 through MW-5, MW-6(B-E), MW-7(B-E), VW-1 C, <br /> VW-2A and VW-3A (I a screened below ground water elevation), and may not yield <br /> samples fully representative of shallowest ground water conditions <br /> • The greatest concentrations of Top Filling Station dissolved TPH-g and BTEX were detected <br /> in samples collected from wells VW-2A and VW-1C (Figures 5 and 7, area Immediately <br /> north of the office building) which is consistent with previous monitoring results TPH-g <br /> concentrations were detected as high as 180,000 gg/1 from well VW-2A Additionally, the <br /> I deepest detection of dissolved TPH-g and BTEX were detected in samples collected from <br /> well MW-6E, immediately southeast of the office building <br /> • The greatest concentrations of Top Filling Station dissolved MTBE were detected in the <br /> samples collected from wells VW-3A (screened 43 to 63 feet), MW-6B (screened 50 to 55 <br /> feet)and MW-6C(screened 70 to 75 feet)which are located immediately south and southeast <br /> of the office building (Figures 6 and 8) <br /> • Significant concentrations of 1,2-DCA were detected or have consistently been detected from <br /> wells MW-3, MW-8, MW-6B, MW-6C, VW-1B, VW-1C, VW-2A, VW-2B and VW-3A <br /> Iindicating a significant 1,2-DCA-impact to ground water at the site <br />■ Advanced GeoEnvironmental,Inc <br /> I <br />
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