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ARCHIVED REPORTS XR0000648
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ARCHIVED REPORTS XR0000648
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Last modified
2/15/2019 9:28:37 PM
Creation date
2/15/2019 3:09:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000648
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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irY ■� <br /> 29 July 2005 <br /> AGE-NC Project No 96-0232 <br /> Page 6 of 9 <br /> 3.0. SUMMARY OF FINDINGS FROM QUARTERLY ACTIVITIES <br /> Previous soil characteristics data obtained by a CPT investigation enabled AGE to define five <br /> informal hydrogeologic units (Final Remediation Plan, dated 31 August 2000) The informal <br /> hydrogeologic units were defined as First Zone (10-35 feet bsg), Second Zone (40-60 feet bsg), <br /> Rocky's Upper Zone (65-75 feet bsg), Secondary Aquifer Zone (85-105 feet bsg), and Primary <br /> Aquifer Zone (130-150 feet bsg) The Rocky's Upper Zone was the shallowest ground water zone <br /> screened in the destroyed Rocky's domestic drinking water well <br /> Between November 2000 and 17 August 2004, a total volume of 27,086,201 gallons of MTBE- <br /> Impacted water was treated at the site utilizing pump-treat and carbon filtration remediation <br /> technology,due to the lack of cost effectiveness for the clean-up of MTBE-impacted ground water, <br /> pump-and-treat operations were suspended on 17 August 2004 <br /> The results from the ground water monitoring and sampling events performed in June 2005 are as <br /> follows <br /> • Generally, depth to ground water at the site varied between 9 and 13 feet bsg, ground water <br /> elevations ranged between 0 51 feet(MW-14) and 1 84 feet(MW-13B-C) above mean sea <br /> level (Table 2) <br /> • Net ground water flow direction in all informal hydrogeologic units was generally inferred <br /> to be east-northeast to southeast at the Flag City Chevron site and the Three B's Truck Plaza <br /> site, hydraulic gradients were calculated to be approximately 0 001 ft/ft or less Due to the <br /> low ground water gradient at the site, small variations in ground water measurements or <br /> changes of recharge/discharge of the local ground water could greatly modify the inferred <br /> ground water flow direction(Figures 4 through 7) <br /> • The most intense on-site Flag City Chevron MTBE concentrations were detected from <br /> Second Zone well MW-8A at 610 µg/1 (Figure 9) Significant concentrations of First Zone <br /> MTBE were detected from on-site wells MW-2(220µg/1),EW-7(110µg/1),EW-9(46µg/1) <br /> and EW-10 (100 µg/1 ), for the third consecutive quarter, a significant MTBE increase was <br /> reported at well MW-2 (Figures 8, Table 3) <br /> • The most intense off-site MTBE concentrations were detected north of the site from First <br /> Zone wells MW-19A and MW-20A, at concentrations as high as 460 4g/1, and west of the <br /> site from First Zone well MW-8A (Three B's Truck Plaza) at a concentration of 120 µg/1 <br /> Low to moderate MTBE concentrations were also detected in First Zone wells west of the <br /> site at Three B's Truck Plaza wells MW-1,MW-2,MW-4,MW-5,MW-l0A and at Rocky's <br /> Restaurant from wells MW-7 and MW-16 (Figure 8) Between the June 2004 and the June <br /> 2005 quarterly monitoring events,a significant MTBE decrease was reported at northeastern- <br /> most well MW-19A, from 4,800 µg/l to 1,300 µg/1 to 900 µg11 to 240 µg/1 to 100 µg/l <br /> Advanced GeoEnv►ronmental,Inc <br />
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