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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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• <br /> ' 11 June 2001 <br /> AGE-NC Project No. 96-0232 <br /> ' Page 3 of 11 <br /> ' by AGE. <br /> • 19 January 1996-one soil boring(MW-5)was advanced upgradient of the former UST area <br /> to a depth of 70 feet. Soil boring MW-5 was completed as a 2-inch diameter ground water <br /> ' monitoring well. Petroleum hydrocarbon impacted soil was encountered at depths of 45 and <br /> 50 feet. Dissolved TPH-g was detected in the initial ground water sample from MW-5 at a <br /> ' concentration of 23,000 µg/1 (Tables 1 and 2). Results of the December 1995 investigation <br /> were reported in the CAP. <br /> • 19 January 1996-An 8-hour soil vapor extraction(SVE)pilot test was conducted at the site <br /> ' in January 1996. The pilot test was performed to provide vapor extraction data for proper <br /> system design of a remediation system. TPH-g and BTEX compounds were detected from <br /> influent SVE air flow samples at concentrations as high as 95,000 micrograms per liter <br /> ' (µg/1). Results of the December 1995 investigation were reported in the CAP. <br /> • 06& 07Apri12000-Five soil borings(CPT-1, CPT-lA, CPT-2,CPT-2A and CPT-3)were <br /> ' advanced on- and off- site to approximately 105 feet bsg utilizing cone penetrometer testing <br /> (CPT) technology to characterize the geological and hydro-geological framework and to <br /> assess preferential migration pathways. Based on soil composition data obtained from the <br /> ' CPT soil borings, cross sections A-A'and B-B'(Figures 3 and 4)were constructed depicting <br /> the general subsurface soil composition beneath the site. Laboratory analysis of grab water <br /> samples detected substantial petroleum-impact from CPT-1Aand CPT-2A to depths of 105 <br /> ' feet bsg(Table 3). Results of the April 2000 CPT investigation were reported in Quarterly <br /> Report- Second Quarter 2000, dated 31 July 2000,prepared by AGE. <br /> ' Between January 1995 and 07 February 2001,twenty-two ground water monitoring events have been <br /> performed at the site to monitor dissolved petroleum hydrocarbon concentrations in ground water <br /> and to characterize ground water flow direction and gradient on the site (Table 3). <br /> Based on ground water data depicted in cross sectional views A -A'(Figure 3) and B-B'(Figure 4), <br /> ' the vertical extent of petroleum-impacted ground water extends to at least 105 feet bsg beneath the <br /> site and is not fully defined;based on an isoconcentration map(Figure 5) depicting the approximate <br /> horizontal extent of dissolved TPH-g at the site on 07 February 2001, the horizontal extent is not <br /> fully delineated in any direction. The purpose for the drilling and installation of the proposed multi- <br /> level wells are to characterize and delineate the vertical extent of hydrocarbon-impact soil and <br /> ' ground water beneath the site. <br /> 2.4. REGIONAL GEOLOGIC SETTING <br /> The property is situated within the Great Valley Geomorphic Province of California, a large, <br /> ' Advanced GeoEnvironmental,Inc. <br />
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