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ARCHIVED REPORTS_XR0012072
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2900 - Site Mitigation Program
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PR0541653
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ARCHIVED REPORTS_XR0012072
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Last modified
10/10/2020 11:01:47 PM
Creation date
7/9/2020 8:38:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012072
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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03 July 2003 <br /> AGE-NC Project No 95-0130 <br /> Page 4 of 6 <br /> VW-2A at a concentration of 9 3 µg/l EDB was detected in a water sample collected from VW-1 C <br /> at a concentration of 45 gg/l 1,2-DCA was detected In ground water samples collected from wells <br /> MW-6C, MW-7 (A and B), VW-1B, VW-1C and VW-2A at concentrations as high as 260 µg/l <br /> (VW-2A) <br /> No other fuel components were detected in the groundwater 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 552 1)and chain-of-custody forms are presented <br /> in Appendix B <br /> 4.0. SUMMARY AND CONCLUSIONS <br /> IThe implications from the March 2003 ground water monitoring event are as follows <br /> • Ground water flow direction was inferred to be towards the northeast at a gradient of <br /> 0 007 ft/ft in the area bound by wells MW-1 through MW-5 The wells utilized for the <br /> ground water gradient and flow direction depicted in this report represent ground water from <br /> a depth of 50 to 80 feet bsg and therefore may not be truly representative of the upper most <br /> portion of water table <br /> • Between January 1995 and June 1999,ground water elevations at the site generally increased <br /> from 44 feet to 21 feet below MSL,however,between June 1999 and present, ground water <br /> elevations at the site have decreased from 21 feet to the current 27 feet below MSL(Table 2) <br />' • The increase of ground water elevation of approximately 0 79 feet between the <br /> December 2002 and the March 2003 monitoring events may be due to seasonal ground water <br /> fluctuation <br /> • Ground water at the site is above the screen intervals of wells MW-1 through MW-5,MW-6 <br /> (B-E), MW-7 (B-E), VW-1C, VW-2A and VW-3A (i a screened below ground water <br />' elevation), and may not yield samples fully representative of shallowest ground water <br /> conditions The ground water table appeared to be within the screen interval of wells <br /> MW-6A and MW-7A and should be representative of shallowest ground 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 4) which is <br /> consistent with previous monitoring results,TPH-g concentrations were detected as high as <br />' 210,000 µg/1 from well VW-1B <br /> • 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 /> Significant increasing MTBE concentrations have been reported from well MW-6A during <br /> . the past Ebur consecutive ground water monitoring events <br /> Advanced GeoEnvironmental,Inc <br />
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