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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/5/2020 9:58:34 AM
Creation date
5/5/2020 9:11:45 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
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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i <br /> Quarterly Monitoring Report, April 2000 <br /> Canepa's Car Wash (Park Street) <br /> October 20, 2000 <br /> Page 2 <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 tape, <br /> water-level meter. A clean, single-use, polypropylene, disposable bailer was lowered into each well to check for <br /> floating product, petroleum odors, and sheen. It should be noted that the groundwater table was above the top of <br /> the well screens. A slight petroleum hydrocarbon odor was noted in the groundwater sample collected from <br /> MW-2. A gray color was apparent in the groundwater samples collected from MW-2 and MW-4. The other <br /> groundwater samples were clear and had no color. <br /> Monitor wells MW-3 , MW-6, and MW-7 were purged using new, disposable bailers. MW- 1 , MW-2, MW-4,, <br /> and MW-5 were purged with a Redi-Flow submersible pump 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 55-gallon drums and <br /> left on site pending laboratory analytical results. <br /> 3.2 GROUNDWATER SAMPLING <br /> The groundwater samples obtained from monitor wells MW-3 , MW-6, and MW-7 were collected directly from <br /> disposable bailers by transferring the groundwater to two 40-milliliter glass vials . <br /> The groundwater samples from MW- 1 , MW-2, MW-4, and MW-5 were collected by filling two 40-milliliter <br /> glass vials with groundwater directly from the pump discharge tubing. The sample containers were labeled, <br /> placed in a cooler chilled with ice, and delivered in accordance with chain-of-custody procedures to <br /> GeoAnalytical Laboratories, Inc„ in Modesto, California for analyses. <br /> 4. GROUNDWATER MONITORING RESULTS <br /> 4.1 GROUNDWATER ELEVATION CONTOURS <br /> On July 12, 2000, the depth to groundwater was measured in each monitor well prior to the collection of <br /> groundwater samples. The average depth to groundwater on July 12, 2000, was approximately 22.5 feet below <br /> the well measuring points. The average depth to groundwater increased approximately 0. 1 feet since the <br /> previous monitoring event conducted in April 2000. The groundwater elevation ranged from 10 .48 to 12. 15 feet <br /> below mean sea level (bmsl). The groundwater elevation contour map (Figure 2, Appendix A) indicates a <br /> groundwater gradient generally toward the northeast. See Table 1 on the following page for groundwater <br /> elevation data. A hydrograph of groundwater elevations is included as Figure 6, Appendix A. Note from the <br /> hydrograph in Figure 6 and a comparison of the top of the well casing screen interval versus the depth to water <br /> in Table 1 that all wells are drowned, i.e. the water table is 17 to 23 feet above the top of the screen. <br /> i <br /> L ✓ CONDOR <br />
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