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ARCHIVED REPORTS XR0000660
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2900 - Site Mitigation Program
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PR0522496
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ARCHIVED REPORTS XR0000660
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Last modified
2/15/2019 7:20:55 PM
Creation date
2/15/2019 3:12:33 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000660
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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i <br /> i31 August 2000 <br /> AGE Project No 96-0232 <br /> iPage 24 of 25 <br /> i along the east side of Thornton Road from the Flag City Chevron site to the conveyance ditch located <br /> at the south side of De Broggi Road(see Figure 11) The point of discharge into the canal would be <br /> located in an area near the southeast intersection of Thornton Road and De Broggi Road Sampling <br /> ports will be installed to monitor the effluent of the pre-treated water from the Flag City Chevron <br /> site Furthermore, receiving water monitoring stations (R-1 and R-2) would be set up 50 feet <br /> upstream and 50 feet downstream from the point of discharge in the canal to monitor the effluent and <br /> the general water conditions of the canal AGE anticipates a continuous discharge of pre-treated <br /> ground water from Flag City Chevron to the canal at a flow rate of approximately 15 to 20 gallons <br /> per minute Based on modeling calculations of the Flag City Chevron subsurface impacted ground <br /> water plume, AGE estimates that discharge into the canal would be necessary for approximately two <br /> years <br /> I6 2 4 Ground Water Extraction Monitoring Activities <br /> The pump and treat system will be monitored weekly to ensure optimal removal of dissolved <br /> petroleum hydrocarbons The ground water influent and effluent flow readings will be recorded <br /> before the GAC phase and after the Sun Solve filter-media phase Grab water samples will be <br />' collected on a bi-weekly basis from the influent and effluent end of the pump and treat system The <br /> samples will be collected in and transported to a DTSC-certified laboratory in a chilled container <br />' under ice under chain-of-custody procedure <br /> During the "start-up" period for the ground water extraction system, operational parameters and <br />' ground water samples will be collected on a daily basis The anticipated start-up period will be <br /> approximately two weeks <br />' Samples will be obtained and analyzed from the holding tank prior to initial discharge to evaluate <br /> the effectiveness of the treatment system If the analytical results do not indicate the detection of <br /> hydrocarbon compounds,AGE will request the RWQCB to allow continuous discharge directly from, <br />' the treatment system into the conveyance ditch <br />' 63 PROGRESS AND CONFIRMATION SAMPLING <br /> After approximately twenty-four months of operation or when a significant decrease of efficiency <br />' is noted,soil and ground water samples will be collected from the target remediation area Analytical <br /> results of the soil and ground water samples will serve to assess remaining petroleum hydrocarbon <br /> levels and determine if continuing remedial operation is necessary <br />' Samples will be collected utilizing a direct push technology AGE proposes to advance soil probe <br />' borings in the "core"petroleum hydrocarbon impacted area at the site to depths of approximately <br /> Advanced GeoEnvironmental,Inc <br />
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