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ARCHIVED REPORTS_XR0006684
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PR0543479
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ARCHIVED REPORTS_XR0006684
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Entry Properties
Last modified
5/5/2020 10:08:21 AM
Creation date
5/5/2020 9:30:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006684
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 Report April 1999 <br /> Canepa s Car Wash(Pacific Avenue) <br /> ' inlay 31 1999 <br /> Page -2 <br /> Prior to granting approval of Installation of a new SVE system the Underground Storage Tani. Clean-Up <br /> Fund indicated the need for additional investigation Condor subsequently conducted the installation and <br />' sampling of two soil borings adjacent to the SVE well array The investigation included soil vapor <br /> screening using a Siinulprobe sampling device in soil vapor collection mode The results indicate 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 Repoi t—Sol/ <br /> and Groundwater Investigation, dated .lune 12, 1998 Operation of the SVE system was initiated on <br /> March 15, 1999 A detailed Site History is included in Appendix B <br /> 3 0 QUARTERLY GROUNDWATER MONITORING-APRIL 1999 <br />' On April 20 and 21, 1999, a Condor representative performed field observations and collected <br /> or samples from the eight monitor wells at the site (see Figure 2, Appendix A, for well <br /> locations) In addition, at the request of Mr Rowe of the PHS/EHD, a groundwater sample was also <br />' collected from soil vapor extraction well SVE-6 The sampling order was as follows MW-8, MW-5, <br /> MW-4, MW-1, MW-2, MW-6, MW-7, MW-3, and SVE-6 <br /> 3 1 GROUNDWATER MONITORING OBSERVATIONS AND PARAMETERS <br /> The static «ater 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 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 Moderate petroleum hydrocarbon odors were <br /> noted in the groundwater samples collected from MW-1 and SVE-6 A slight petroleum hydrocarbon <br />' odor was noted in the groundwater sample collected from MW-2 Petroleum hydrocarbon odors were <br /> not noted in the remaining groundwater samples <br />' All of the monitor wells except MW-1 were purged using new, disposable bailers Monitor well MW-I <br /> was purged with a clean polyvinyl chloride (PVC) reusable bailer that was decontaminated prior to use <br /> Approximately three well casing volumes of water were purged from each well (see the Groundwater <br /> Monitoring Field Forms in Appendix B) The purged water from each well was placed in a plastic, 55- <br /> gallon drum and left on site pending analytical results <br /> 3 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 sainples were collected directly from the bailers by transferring the groundwater to two 40- <br /> mi glass vials The sample containers were labeled, placed in a cooler ch tiled with ice, and delivered, in <br /> accordance xvith chain-of-custody procedures, to GeoAnalytical Laboratories, Inc, in Modesto, <br /> California, on the days of collection <br /> k <br /> It� CONDOR <br />
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