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ARCHIVED REPORTS_XR0006673
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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
Fields
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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EHD - Public
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Quarterly Monitoring July 2441 and <br /> Sensitive Receptor Survey Report <br /> Canepa's Car Wash(Pacific Avenue) <br /> Page 3 <br /> • Restarting of the soil vapor extraction system by June 5, 2001 <br /> • Implementation of the additional site investigation by June 11, 2001, and <br /> • Submittal of a work plan describing the methodology to identify the source of the groundwater <br /> mounding at the site and a report of a sensitive receptor survey with 2,000-foot radius of the site by <br /> August 5, 2001 <br /> In a letter to Mr Wong dated May 14, 2001 Condor requested extensions of the due dates for the four <br /> project deliverables referenced above to June 4, July 5, July 25 and August 20, 2001, respectively In a <br /> letter dated May 18, 2001 Mr Wong approved the extensions <br /> 3.0 QUARTERLY GROUNDWATER MONITORING —JULY 2001 <br /> On July 19 and 20, 2001 a Condor representative collected groundwater samples from the eight monitor <br /> wells at the site (see Figure 2, Appendix A, for well locations) The monitor wells were sampled in the <br /> following order MW-b, MW-4, MW-5, MW-8, MW-2, MW-7, MW-1, and MW-3 <br /> 3 1 GROUNDWATER MONITORING OBSERVATIONS AND PARAMETERS <br /> The static water level in each well was measured to the nearest 0 01-foot with a battery-operated, flat <br /> tape, water-level meter A clean, single-use, polypropylene, disposable bailer was lowered into each well <br /> to check for floating product, petroleum odors, and sheen No floating product or sheen was observed in <br /> any of the monitor wells during the groundwater sampling The surface of the groundwater table was <br /> above the top of the well screens, however A strong petroleum hydrocarbon odor was detected in the <br /> groundwater samples collected from MW-1 and MW-2 Petroleum hydrocarbon odors were not noted in <br /> any of the other groundwater samples <br /> Monitor wells MW-1 and MW-6 were purged with a Grundfos Redi-Flo 11 submersible pump, which was <br /> decontaminated prior to use in each well The remaining monitor wells were purged with disposable <br /> bailers A new bailer was used for each monitor well Approximately three well casing volumes of water <br /> were purged from each well (see the Groundwater Monitoring Field forms in Appendix B) The purged <br /> water from each well was discharged to the facility washwater mixing pit <br /> r3 2 GROUNDWATER SAMPLING <br /> The groundwater samples were collected by filling three 40-milliliter glass vials with groundwater <br /> directly from the pump discharge tubing at a reduced rate or from the bottom of the bailer The sample <br /> containers were labeled, placed in a cooler chilled with ice, and delivered, in accordance with chain-of= <br /> custody procedures, to GeoAnalytical Laboratories, Inc in Modesto, California, for analyses <br /> 4.0 GROUNDWATER MONITORING RESULTS <br /> 4 1 GROUNDVVATER ELEVATION CONTOURS <br /> On July 19, 2001 the depth to groundwater was measured in each monitor well prior to the collection of <br /> groundwater samples The average depth to groundwater was approximately 34 0 feet below the well <br /> measuring points on top of the well casings, slightly below the ground surface The average depth to <br /> groundwater increased approximately 1 9 feet since the previous monitoring event conducted in April <br /> 2001 The groundwater elevations ranged from 20 53 to 21 50 feet below mean sea level (bmsl) The <br /> groundwater elevation contour map (Figure 2, Appendix A) indicates groundwater mounding in the <br /> V.611tw <br /> �� CONDOR <br />
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