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ARCHIVED REPORTS_XR0006673
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0543479
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ARCHIVED REPORTS_XR0006673
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Last modified
5/5/2020 10:39:58 AM
Creation date
5/5/2020 9:25:30 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006673
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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Quarterly Monitoring July 2001 and <br /> Sensitive Receptor Survey Report <br /> Canepa's Car Wash(Pacific Avenue) <br /> Page 6 <br /> shut down Condor is currently evaluating operation of the SVE system with carbon treatment as a <br />' replacement for the thermal oxidation system <br /> 5 0 DISCUSSION OF RESULTS <br /> 5 1 DISCUSSION OF GROUNDWATER ELEVATIONS <br /> The average depth to groundwater measured during the .July 2001 groundwater-monitoring event was <br /> approximately 34 0 feet below the monitor well measuring points, which is approximately 12 to 16 feet <br /> above the top of all monitoring well screens The groundwater elevation ranged from 20 53 to 21 50 feet <br /> bmsl Since November 1993, the depth to groundwater at the site has ranged from approximately 54 5 <br /> feet to 31 2 feet bgs The groundwater elevation contour map (Figure 2, Appendix A) indicates <br /> groundwater mounding in the center of the site in the vicinity of MW-1 and MW-2 with a primary <br /> groundwater gradient to the west, but with a northeast groundwater gradient reversal on the east side of <br /> the mound The groundwater mounding effect identified during the July 2001 quarterly groundwater- <br /> monitoring event is generally consistent with previous monitoring results <br /> 5.2 DISCUSSION OF ANALYTICAL RESULTS <br /> The second quarter laboratory analytical results (see Figures 4 through 10, Appendix A) are generally <br /> consistent with recent historical laboratory analytical results The laboratory analytical results indicate <br /> that none of the analytes of interest were detected at or above the laboratory reporting limits in the <br /> groundwater samples collected from MW-4, MW-5, MW-6, MW-7, and MW-8 BTEX, TPH-G, and <br /> MTBE were detected in the groundwater samples collected from MW-1 and MW-2 MTBE was detected <br /> in the groundwater sample from MW-3 <br />' • <br /> 5.21 DISCUSSION OF BENZENE CONCENTRATIONS <br /> Concentrations of benzene have decreased over time in MW-1, but appear to have generally increased in <br /> MW-2 (Figures 6 and 7, Appendix A) It appears that as the groundwater elevation increased there was <br /> an increase in the concentration of benzene in MW-2 The highest peaks in benzene concentration in <br /> Figure 7 generally occur at the sampling event coinciding with and/or following the peak in groundwater <br /> elevation The most recent groundwater samples collected from selected soil vapor extraction wells have <br /> contained significantly lower concentrations of benzene relative to groundwater samples collected from <br /> selected soil vapor extraction wells during previous monitoring events, particularly since startup of the <br /> SVE system (Figure 8, Appendix A) <br /> 5.2 2 DISCUSSION OF MTBE CONCENTRATIONS <br />' MTBE concentrations have generally increased in both MWA and MW-2 over time, with the greatest <br /> increase observed in MW-1 (Figures 9 and 10, Appendix A) The highest concentrations of MTBE have <br /> been present in groundwater samples collected from the soil vapor extraction wells, the only wells to <br /> have screens not completely submerged in groundwater (see Table 3, next page, and Figure 8, Appendix <br /> A) <br /> �� CONDOR <br />
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