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ARCHIVED REPORTS XR0000646
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2900 - Site Mitigation Program
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PR0522496
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ARCHIVED REPORTS XR0000646
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Entry Properties
Last modified
2/15/2019 6:22:12 PM
Creation date
2/15/2019 3:07:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000646
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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. Evaluation of Additional Remedial Alternatives <br /> FLAG CITY CHEVRON <br /> 6421 Capitol Avenue, Lodi, California <br /> 1.0 INTRODUCTION <br /> In accordance with the request of Mr Richard Bokides of the Bokides Family Limited Partership, <br /> Advanced GeoEnvironmental, Inc (AGE), has prepared this document to evaluate additional <br /> remedial alternatives for 6421 Capitol Avenue (the site), Lodi, California The location of the site <br /> is illustrated on Figure 1 A plan of the site is illustrated on Figure 2 <br /> In the AGE-prepared Quarterly Report-Second Quarter 2004(dated 30 July 2004),AGE requested <br /> suspension of the ground water pump-and-treat (P&T) system due to the lack of cost effectiveness <br /> for clean-up of MTBE-impacted ground water, additionally, AGE concluded that ground water <br /> pump-and-treat activities may be drawing a separate,northern MTBE-plume onto the site In a letter <br /> dated 13 August 2004,the California Regional Water Quality Control Board-Central Valley Region <br /> (CRWQCB)concurred with AGE's request and granted permission to cease all ground water pump- <br /> and-treat operations and all monitoring associated with the pump-and-treat system, however, the <br /> CRWQCB approval-letter stipulated that CRWQCB staff must be provided with an evaluation of <br /> additional remedial alternatives <br /> • Therefore,the enclosed evaluation has been prepared as required by the above CRWQCB-approval <br /> letter,and was prepared in accordance with guidelines established by the CRWQCB for investigation <br /> of underground storage tank (UST) sites Background information and a description of prior <br /> investigations at the site were included in AGE's Final Remediation Plan, dated 31 August 2000 <br /> 2 0. PREVIOUS GROUND WATER REMEDIATION ACTIVITIES <br /> Between November 2000 and August 2004, on-site extraction wells EW-2 and EW-4 through <br /> EW-10 were selectively utilized for remediation of MTBE-impacted ground water at the site, each <br /> extraction well was independently adjusted to continuously extract ground water at a flow rate of <br /> approximately 4 to 5 GPM All extracted ground water was routed through a ground water treatment <br /> system consisting of coconut shell, liquid phase granular activated carbon (GAC) <br /> A grand total volume of approximately 27,086,201 gallons of MTBE-impacted water was treated <br /> and discharged to a conveyance ditch (located approximately 450 feet towards the south) under <br /> CRWQCB General Order 5-00-119 for discharge to surface waters of ground water from cleanup <br /> of petroleum fuel pollution and National Pollutant Discharge Elimination System (NPDES) waste <br /> water discharge permit no CAG915001 During operation of the pump-and-treat system, a total of <br /> 13 33 pounds of MTBE was removed from MTBE-impacted ground water, influent MTBE <br /> concentrations generally decreased at the P&T influent from concentrations as high as 1,200 <br /> micrograms per ltter(µg/1)to concentrations as low as 9 1 µgll P&T influent MTBE concentrations <br /> are summarized in Table 1,P&T performance data is summarized in Table 2 Due to the lack of cost <br /> Advanced GeoEnvironmental,Inc <br />
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