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ARCHIVED REPORTS XR0000665
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0522496
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ARCHIVED REPORTS XR0000665
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Last modified
2/15/2019 9:44:01 PM
Creation date
2/15/2019 3:16:34 PM
Metadata
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000665
RECORD_ID
PR0522496
PE
2957
FACILITY_ID
FA0015317
FACILITY_NAME
FLAG CITY CHEVRON
STREET_NUMBER
6421
STREET_NAME
CAPITOL
STREET_TYPE
AVE
City
LODI
Zip
95245
APN
05532024
CURRENT_STATUS
02
SITE_LOCATION
6421 CAPITOL AVE
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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J <br /> 30 July 2004 <br /> S AGE-NC Project No 96-0232 <br /> Page 12 of 16 <br /> • The pump-and-treat remediation system was non-operational between 22 April 2004 and 28 <br /> April 2004 due to a mechanical malfunction with the in-line process pump The process <br /> pump was repaired/replaced on 28 April 2004 and the pump-and-treat remediation system <br /> -was re-started _ - <br /> • Steady,but low MTBE concentrations were detected from monthly water samples collected <br /> at the influent end of the treatment system at concentrations of 16 µg/1, 19 µg/1 and 15 µg/1 <br /> • Laboratory analysis of pump-treat effluent samples and did not detect any MTBE during the <br /> second quarter 2004 <br /> • Between 16 March 2004 and 15 June 2004,the mass of MTBE removed from the extracted <br /> ground water was calculated to be 0 18 pounds(Table 8,Appendix D) A plot of cumulative <br /> ground water pump and treat mass removal versus time and a plot of influent ground water <br /> MTBE concentrations versus time are included in Appendix E <br /> The results from the ground water monitoring and sampling events performed in June 2004 are as <br /> follows <br /> • • Generally,depth to ground water at the site vaned between 12 and 16 feet bsg, ground water <br /> elevations ranged between 1 58 feet (1\4W-13B) above mean sea level (MSL) and 2 85 feet <br /> (MW-lOE)below MSL(Table 4) <br /> • Net ground water flow direction in all informal hydrogeologic units was inferred to be east- <br /> southeast at the Flag City Chevron site and east-northeast the Three B's Truck Plaza, <br /> hydraulic gradients were calculated to be 0 002 ft/ft or less Due to the low ground water <br /> gradient at the site, small variations in ground water measurements or changes of `- <br /> recharge/discharge of the local ground water could greatly modify the inferred ground water <br /> flow direction <br /> • The highest on-site concentrations of dissolved MTBE were detected in the sample collected <br /> from First Zone well EW-7 at 79 µg/l(Figure 8)and from Second Zone well MW-8A at 570 <br /> µg/1 (Figure 9), lower concentrations of on-site MTBE were detected in water samples <br /> collected from First Zone wells EW-4,EW-5,EW-8 through EW-10,and from Second Zone <br /> monitoring well MW-9A, a significant MTBE decrease was reported at wells EW-7 and <br /> EW-8,while moderate MTBE increases were reported at wells MW-8A,EW-9 and EW-10 <br /> • The most intense First Zone off-site MTBE-impacted ground water were detected from the <br /> area of Flag City Chevron wells MW-16 and MW-19A at concentrations as high as 4,800 <br /> µg/1 and Three B's Truck Plaza wells MW-1,MW-2,MW-4 and MW-8A at concentrations <br /> as high as 130 gg/l (Figure 8) <br /> Advanced GeoEnvironmental,Inc <br />
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