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ARCHIVED REPORTS XR0000683
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2900 - Site Mitigation Program
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PR0522496
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ARCHIVED REPORTS XR0000683
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Last modified
2/15/2019 9:05:27 PM
Creation date
2/15/2019 3:59:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000683
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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13 April 2001 <br />' AGE-NC Pro3 ect No 96-0232 <br /> Page 7 of 14 <br />' monitoring activities concurrently, the Three B's Truck Plaza tabulated ground water elevation <br /> results are in Appendix G <br />' San Joaquin County municipal groundwater wells(CSA-1 and CSA-2) are normally sampled during <br /> Flag City Chevron quarterly monitoring events in accordance with Cleanup and Abatement Order <br /> No 5-00-700, however representatives of the San Joaquin County Utilities Distract could not be <br />' located on 08 and 09 March 2001 to gain access to wells CSA-1 and CSA-2 <br />' <br /> Well MW-10,butted by road base material during street construction,could not be located on 08 and <br /> 09 March 2001, the monitoring well was located on 14 March 2001, at which time it was monitored <br /> and sampled <br /> 3 1 MONITORING WELL PURGE PROCEDURES <br /> Depths to ground water were pleasured in the ground water monitoring wells from the tops of the <br /> well casings to the nearest 0 01-foot utilizing a Solinst water level meter Ground water elevations <br />'. in each monitoring well at the site were calculated by subtracting the measured depth to ground <br /> water from the surveyed well casing elevations (Table 4) Ground water elevations were plotted for <br /> First Zone, Second Zone, Secondary Aquifer Zone and Primary Aquifer Zone hydrogeologic flow <br /> units as defined in Final Remedzatzon Plan,dated 31 August 2000 Ground water elevation data was <br /> contoured on scaled site maps (Figures 3, 4, 5 and 6, respectively) <br />' After water levels were measured, approximately 6 to 19 gallons of ground water (a minimum of <br /> three casing-water volumes per well) were removed from wells MW-1, MW-2, MW4, MW-5, <br />' MW-6A, MW-6B and MW-7 utilizing a two-stage submersible pump, ground water pumping was <br /> initiated at the top of the water column and the pump was slowly lowered to total depth to purge <br /> ground water within the entire well casing Temperature, pH and conductivity were measured for <br />' stabilization at regular purge-volume intervals from each well using a Hydac water analyzer Field <br /> data and logs are in Appendix H Monitoring well purged ground water was transferred to the ground <br /> water remediation system holding tank for treatment and disposal <br />' The multi-level monitoring wells MW-8 through MW-13 were purged by lowering and raising a 3/8- <br /> inch outer diameter, length-discrete polyethylene hose equipped with a ball-valve water tip through <br /> the top chambers into the specific water-charged screened section Approximately 1 to 5 gallons of <br /> ground water(a mimmum of three casing-water volumes per well)were removed from the multi- <br /> level monitoring wells Multi-level well purged ground water was transferred to the ground water <br /> remediation system holding tank for treatment and disposal Field data logs are included with <br /> Appendix H <br /> Advanced GeoEnvironmentai,Inc <br />
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