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ARCHIVED REPORTS_XR0006685
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0543479
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ARCHIVED REPORTS_XR0006685
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Last modified
5/5/2020 10:04:26 AM
Creation date
5/5/2020 9:30:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006685
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 Report, January 1999 <br /> Canepa s Car Wash(Pacific Avenue) <br /> February 8, 1999 <br />' Page -2 <br /> Prior to granting approval of installation of a new SVF system, the Underground Storage Tank Clean-Up <br /> Fund indicated the need for additional investigation Subsequently, Condor conducted the installation and <br /> I sampling of two soil borings adjacent to the SVE well array The investigation included soil vapor <br /> scicening using a Simulprobe sampling device in soil vapor collection mode The results indicated high <br /> levels of volatile organic compounds are present in the soil vapor at the site The laboratory analytical <br /> results of the soil and groundwater samples collected during the investigation are presented in Report—Sod <br /> crud Groundwater Investigation, dated Junc. 12, 1998 A detailed Site History is included in Appendtx B <br /> r3 0 QUARTERLY GROUNDWATER MONITORING -JANUARY 1999 <br /> On January 21 and 22, 1999, a Condor representative performed field observations and collected <br /> I groundwater samples from the eight monitor wells at the site (see Figure 2, Appendix A, for well <br /> locations) The sampling order was as follows MW-5, MW-4, MW-8, MW-G, MW-1, MW-2, MW-7, <br /> and MW-3 <br /> 3 1 GROUNDWATER MONITORING OBSERVATIONS AND PARAMETERS <br /> IThe 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 baiter was lowered into each well <br /> to check for floating product, petroleum odors, and sheen Floating product was not observed in any of <br /> the monitor wells during the groundwater sampling It should be noted that the surface of the <br /> groundwater table was above the top of the well screens A moderate and slight petroleum hydrocarbon <br /> odor was noted in the groundwater sample collected from MW-I and MW-2, respectively Petroleum <br /> hydrocarbon odors were not rioted in the remaining groundwater samples <br /> All of the monitor wells except MW-1 and MW-3 were purged using new, disposable bailers Monitor <br /> I wells MW-1 and MW-3 were purged with an electric submersible pump Approximately three well <br /> casing volumes of water were purged from each well (see the Groundwater Monitoring Field Forms in <br /> Appendix B) The purged water from each well was placed in a plastic, 55-gallon drum and left on site <br /> pending analytical results <br /> I3.2 GROUNDWATER SAMPLING <br /> Each well was allowed to recover to at least 80% of its pre-purge water level before sampling The <br /> groundwater samples were collected directly from disposable bailers by transferring the groundwater to <br /> two 40-inl glass vials 111G Jd11-1ple l.Ulltalllels were labeled, plaLVU lir a ioVier Cinliied �vltln It,;,, and <br /> delivered, in accordance with chain-of-custody procedures, to GeoAnalytical Laboratories, Inc , ul <br /> IModesto, Californta, on the day of collection <br /> 4 0 GROUNDWATER MONITORING RESULTS <br /> 41 GROUNDWATER ELEVATION CONTOURS <br /> On lanuary 21, 1999,the depth to groundwater was measured in each monitor well prior to the collection <br /> Of groundwater samples The average depth to groundwater was approximately 34 2 feet below t ell <br /> Measuring points (slightly below the ground surface) The average depth to groundwater dee <br /> IQd� CONDOR <br />
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