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2900 - Site Mitigation Program
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PR0522496
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Last modified
2/15/2019 4:18:00 PM
Creation date
2/15/2019 2:47:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
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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' 24 September 1999 <br /> AGE-NC Project No. 96-0232 <br /> ' Page 4 of 12 <br /> ' source of domestic ground water in the 13,500-square mile San Joaquin Valley Ground Water Basin <br /> (Basin 5-22). This basin is drained primarily by the San Joaquin River. The nearest surface water <br /> feature in the vicinity of the property is White Slough, located approximately 7,500 feet southwest <br /> ' of the site. <br /> ' 2.4. GROUND WATER DEPTH AND FLOW DIRECTION <br /> In June 1999, ground water monitoring data collected in the area of wells MW-1, MW-5 and MW-7 <br /> indicated a ground water flow direction generally toward the northwest at a gradient of 0.002 ft/ft; <br /> ground water monitoring data collected in the area of wells MW-1, MW-2, MW-4 and MW-6 <br /> ' suggested a ground water flow direction generally toward the east-northeast at a gradient of 0.002 <br /> ft/ft(Quarterly Report-June 1999, dated 13 September 1999). <br /> ' Review of historical depth to ground water maps published by the San Joaquin County Flood <br /> Control and Water Conservation District (FCD&WCD) dating back to 1971 suggests that ground <br /> water depth near the site has fluctuated between approximately 5 and 15 feet bsg; review of regional <br /> ' ground water elevation maps published by the FCD&WCD suggest a south-southwest ground water <br /> flow direction. <br /> 3.0. SCOPE OF WORK <br /> Based upon analytical and field data collected from previous investigation of the former UST area, <br /> the PHS-EHD is requiring a corrective action plan to evaluate feasibility and cost effectiveness of <br /> ' several remediation alternatives. AGE proposes to perform a ground water aquifer pump test, <br /> perform a physicochemical and bioenumeration soil sample analysis to facilitate a pilot study. <br /> Furthermore,AGE proposes to install two ground water monitoring wells, perform a soil-gas survey <br /> t and perform a down-hole camera probe from the Rocky's Restaurant (14659 Thornton Road) <br /> domestic drinking water well as part of ongoing assessment activities. <br /> ' The scope of work will consist of the following tasks: <br /> 1 • Permitting, planning and pre-field work activities; <br /> • Soil probe boring activities; <br /> ' • Well installation; <br /> • Pilot study; <br /> ' • Down-hole camera probe; <br /> Advanced CeoEmironmental,Inc. <br /> 1 <br />
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