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ARCHIVED REPORTS_XR0012037
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0541653
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ARCHIVED REPORTS_XR0012037
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Last modified
10/10/2020 10:55:16 PM
Creation date
7/9/2020 8:32:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012037
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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11 March 2002 <br /> • AGE-NC Project No 95-0130 <br /> Page 3 of 13 <br /> were detected in initial ground water samples from all three wells at concentrations up to <br /> 11,000 micrograms per liter(µg/1) Analytical results of soil and ground water samples are <br /> summarized In Tables 2 and 3 Results of the December 1994 Investigation were reported <br /> I In Preliminary Investigation and Evaluation Report (PIER) dated 10 April 1995,prepared <br /> by Geological Audit Services, Inc <br /> • December 1995 - Three soil vapor extraction (SVE) wells (VW-1, VW-2 and VW-3)were <br /> Iadvanced 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 approximately 60 feet <br /> southeast (crossgradient) of the former UST area TPH-g and BTEX-Impacted soil was <br /> encountered in all three SVE wells at depths of 15 feet to 60 feet at concentrations as high <br /> as 7,400 mg/kg, petroleum hydrocarbons were not detected in soil samples collected from <br /> MW-4 Dissolved TPH-g was not detected in initial ground water samples collected from <br /> MW-4 However, TPH-g and benzene were detected from MW-4 subsequent sampling <br /> events at concentrations as high as 78 µg/1 and 10 µg/1,respectively(Table 3) Results of the <br /> December 1995 investigation were reported in Corrective Action Plan (CAP), dated 20 <br /> March 1996, prepared by AGE <br /> • January 1996-One ground water monitoring well(MW-5)was advanced approximately 50 <br /> • feet northwest (crossgradient) 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 /> I as 940 mg/kg TPH-g and BTEX-Impacted ground water was detected in the initial sample <br /> from MW-5 at a concentration of 23,000 µg/1 (Tables 1 and 2) Results of the January 1996 <br /> investigation were reported in the CAP <br /> • January 1996-An 8-hour soil vapor extraction(SVE)pilot test was conducted at the site by <br /> inducing a vacuum from well VW-1B (screened 28 to 43 feet bsg), ground water was <br /> measured approximately 55 feet bsg The pilot test was performed to provide vapor <br />' extraction data for proper system design of a remediation system TPH-g and BTEX <br /> compounds were detected from Influent SVE air flow samples at concentrations as high as <br />' 95,000 micrograms per liter (µg/l) Significant vacuum was measured from monitoring <br /> points VW-1A, VW-1C, VW-2A,VW-2B, VW-3A, no measurable vacuum was observed <br /> at MW-3, located 35 feet east of VW-1 Based on the observed results, a theoretical radius <br />' of Influence for SVE at VW-lB was projected at approximately 30 feet Results of the <br /> January 1996 Investigation were reported 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-lA and CPT-2A to depths of 105 feet bsg (Table <br /> • 4) Results of the April 2000 CPT investigation were reported in Quarterly Report-Second <br />' Quarter 2000, dated 31 July 2000, prepared by AGE <br /> Advanced GeoEnvironmental,Inc <br />
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