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ARCHIVED REPORTS_XR0012119
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ARCHIVED REPORTS_XR0012119
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Last modified
10/10/2020 11:13:03 PM
Creation date
7/9/2020 8:51:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012119
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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15 November 2005 <br /> . AGE-NC Project No 95-0130 <br /> Page 3 of 10 <br /> • January 1995 - Three ground water monitoring wells (MW-1, MW-2 and MW-3) and one <br /> soil boring (B-6) were advanced at the site as part of site assessment activities Soil boring <br /> B-6 was advanced to a depth of 65 feet bsg, wells MW-1,MW-2 and MW-3 were advanced <br /> to depths of 80 feet bsg Petroleum-impacted soil was encountered in all four boring <br /> locations at depths between 35 feet and 65 feet (Table 2) Dissolved TPH-g and BTEX <br /> compounds were detected in initial ground water samples from all three wells at <br /> concentrations up to 11,000 micrograms per liter (µg/1) Results of the December 1994 <br /> investigation were reported in Preliminary Investigation and Evaluation Report(PIER)dated <br /> 10 April 1995, prepared by Geological Audit Services, Inc <br /> • December 1995 - Three soil vapor extraction(SVE) wells (VW-1, VW-2 and VW-3) were <br /> advanced to depths of 63 feet bsg near the former UST areas, one ground water monitoring <br /> well (MW-4) was advanced to a depth of 75 feet bsg and located in the warehouse building <br /> structure TPH-g and BTEX-impacted soil was encountered in all three SVE wells at depths <br /> between 15 feet and 60 feet at concentrations as high as 7,400 mg/kg, petroleum <br /> hydrocarbons were not detected in soil samples collected from MW-4 (Table 2) Dissolved <br /> TPH-g was not detected in initial ground water samples collected from MW-4 (Table 3) <br /> Results of the December 1995 investigation were reported in Corrective Action Plan(CAP), <br /> dated 20 March 1996, prepared by AGE <br /> • January 1996 - One ground water monitoring well (MW-5) was advanced offsite, <br /> approximately 50 feet northwest of the former UST area to a depth of 70 feet TPH-g and <br /> BTEX-impacted soil was encountered at depths of 45 and 50 feet at concentrations as high <br /> as 940 mg/kg(Table 2) TPH-g and BTEX-impacted ground water was detected in the initial <br /> sample from MW-5 at a concentration of 23,000 µg/1 (Table 3) Results of the January 1996 <br /> investigation were reported in the CAP <br /> An 8-hour SVE pilot test was conducted at the site by inducing a vacuum from well VW-1 B <br /> (screened 28 to 43 feet bsg) The pilot test was performed to provide vapor extraction data <br /> for proper system design of an SVE remediation system TPH-g and BTEX compounds were <br /> detected from influent SVE air flow samples at concentrations as high as 95,000 micrograms <br /> µg/l Based on the observed results,a theoretical radius of influence for SVE at VW-1 B was <br /> projected at approximately 30 feet Results of the January 1996 investigation were reported <br /> in the CAP <br /> • April 2000-Five soil borings(CPT-1,CPT-1 A,CPT-2,CPT-2A and CPT-3)were advanced <br /> on- and off- site to approximately 105 feet bsg utilizing cone penetrometer testing (CPT) <br /> technology to characterize the geological and hydro-geological framework and to assess <br /> preferential migration pathways Laboratory analysis of grab water samples detected <br /> substantial petroleum-impact from CPT-IA and CPT-2A to depths of 105 feet bsg (Table <br /> 4) Results of the CPT investigation were reported in Quarterly Report - Second Quarter <br /> • 2000, dated 31 July 2000, prepared by AGE <br /> Advanced GeoEnvironmental,Inc <br />
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