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ARCHIVED REPORTS_XR0006687
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2900 - Site Mitigation Program
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PR0543479
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ARCHIVED REPORTS_XR0006687
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Last modified
5/5/2020 10:09:15 AM
Creation date
5/5/2020 9:31:44 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006687
RECORD_ID
PR0543479
PE
2960
FACILITY_ID
FA0024679
FACILITY_NAME
CANEPA'S CAR WASH
STREET_NUMBER
6230
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
APN
081360030
CURRENT_STATUS
01
SITE_LOCATION
6230 PACIFIC AVE
P_LOCATION
01
QC Status
Approved
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. Site History <br /> Canepa's Car Wash(Pacific Avenue) <br /> Page 4 of 7 <br /> the study area. No apparent actively pumped drinking water wells were located within 500 feet of the site, <br /> however. <br /> Condor performed additional groundwater investigation activities at the site consisting of three CPT <br /> borings, hydropunch sampling, and the installation of three soil borings and four monitor wells. Details of <br /> the investigation are presented in the Additional Soil and Groundwater Investigation Report dated <br /> January 21, 2002. Twelve monitor wells, MW-I through MW-12d, were surveyed as part of the <br /> investigation. The new survey identified errors in the previously reported elevations of monitor wells <br /> MW-6 and MW-7. The new survey elevations for these wells are higher than previously reported, and <br /> consequently, the groundwater elevation contours for the site no longer indicate a groundwater mound in <br /> the vicinity of monitor well MW-2. The task of surveying the monitor wells was sufficient to complete <br /> the Groundwater Monitoring Sturdy Report dated February 13, 2002. <br /> Condor performed quarterly monitoring activities at the site on January 10, 2002. Laboratory analytical <br /> results of the groundwater samples indicated concentrations of petroleum hydrocarbon constituents that <br /> were consistent with historical data. The analytical results also indicated substantial declines in <br /> contaminant concentrations in monitor wells MW-1 I and MW-12d compared to the initial laboratory <br /> analytical data collected from these wells in October 2001. <br /> The SVE system, modified to utilize two 1,000 pound vapor phase carbon vessels connected in series, <br /> was restarted on March 13, 2002. Vapor samples from the influent and mid tank locations were collected <br /> in Tedlar bags and submitted for laboratory analysis of BTEX constituents. The system influent and <br /> effluent soil vapor flow rates and influent, mid tank and effluent soil vapor concentrations are measured <br /> weekly using a pitot tube and photoionization detector (PID), respectively. Sol] vapor samples from the <br /> influent, mid tank and effluent sample ports for laboratory analysis are collected quarterly. <br /> Condor performed quarterly monitoring activities at the site on April 4, 2002. Laboratory analytical <br /> results of the groundwater samples indicated concentrations of petroleum hydrocarbon constituents that <br /> were consistent with historical data with the exception that concentrations of BTEX constituents generally <br /> declined in monitor well MW-2, and low concentrations of benzene and TPH-G were detected in well <br /> MW-4. The analytical results also indicated declines in contaminant concentrations in monitor wells MW- <br /> 11 and MW-12d compared to the initial laboratory analytical data collected from these wells in October <br /> 2001. <br /> The SVE System was sampled for laboratory analysis on June 11, 2002. The concentration of the soil <br /> vapor was estimated using a correction factor derived from the results of the laboratory analytical results <br /> of soil vapor samples collected on June 11, 2002 and the concurrent PID measurements. The PID <br /> measured soil vapor concentration multiplied by a correction factor of 0.84 provides an estimate of the <br /> soil vapor concentration as TPH-G. During the June SVE sampling event, the mid tank soil vapor sample <br /> indicated concentrations of BTEX constituents, TPH-G and MTBE below the laboratory reporting limit, <br /> and therefore the destruction efficiency of the SVE system was estimated at 100%. <br /> Condor performed quarterly monitoring activities at the site on July 1,2, and 3, 2002. Laboratory <br /> analytical results for the groundwater samples collected from the monitoring wells were generally <br /> consistent with historical results. The SVE well groundwater analytical results were generally consistent <br /> . with historical results, except the BTEX concentrations detected in samples collected from SV-I and SV- <br /> 9 were lower and the MTBE concentrations detected in samples collected from SV-4 and SV-9 were <br />
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