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2900 - Site Mitigation Program
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PR0541653
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Last modified
7/8/2020 3:40:25 PM
Creation date
7/8/2020 3:38:30 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0541653
PE
2965
FACILITY_ID
FA0023871
FACILITY_NAME
TOP FILLING STATION
STREET_NUMBER
101
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15125307
CURRENT_STATUS
01
SITE_LOCATION
101 S WILSON WAY
P_LOCATION
01
QC Status
Approved
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EHD - Public
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08 July 1999 <br /> AGE-NC Project No. 95-0130 <br /> Page 4 of 10 <br /> from both marine and non-marine sediment, and are generally formed in alluvium derived from <br /> mixed rock sources. <br /> The Modesto,Riverbank, Turlock Lake Formations and overlying recent alluvium are the principal <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 the Stockton Deep Water Channel, located approximately <br /> 3,000 feet west of the property. <br /> 2.4. GROUND WATER DEPTH AND GRADIENT <br /> The estimated depth to ground water at the site is approximately 50 feet below surface grade (bsg) <br /> based on information from Lines of Equal Depth of Water Wells Fall 1997, published by the San <br /> Joaquin County Flood Control District and Water Conservation District(SJCFCD). Based on review <br /> of a regional ground water elevation map published by the SJCFCD, the prevailing ground water <br /> flow direction in central Stockton is generally toward the northeast, although flow directions may <br /> be both locally and seasonably variable. <br /> Based on data collected during the March 1999 investigation, first observed ground water was <br /> approximately 38 feet bsg;the ground water flow direction was towards the northeast at a calculated <br /> gradient of 0.007. <br /> 3.0. SCOPE OF WORK <br /> Based on the results of the previous investigations and UST removal activities, the lateral and <br /> vertical extent of impacted soil and ground water must be determined prior to the initiation of <br /> remediation. The assessment activities will consist of the following tasks: <br /> • Permitting and pre-field work activities; <br /> • CPT drilling and soil sample collection; <br /> • Monitoring well drilling and well development; <br /> • Ground water sample collection and analysis; <br /> • Report preparation. <br /> Advanced GeoEnviromnenlnl,Inc. <br />
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