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ARCHIVED REPORTS_XR0009616
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0542235
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ARCHIVED REPORTS_XR0009616
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Last modified
5/4/2020 3:19:01 PM
Creation date
5/4/2020 2:46:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009616
RECORD_ID
PR0542235
PE
2960
FACILITY_ID
FA0024262
FACILITY_NAME
CANEPA CAR WASH
STREET_NUMBER
248
Direction
E
STREET_NAME
PARK
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13906035
CURRENT_STATUS
01
SITE_LOCATION
248 E PARK ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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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-off 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 (bms]) 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 /> 1 <br /> 1 <br /> i <br /> I <br /> t1 CONDOR <br />
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