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ARCHIVED REPORTS_XR0009600
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0542235
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ARCHIVED REPORTS_XR0009600
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Last modified
5/4/2020 3:10:53 PM
Creation date
5/4/2020 2:41:40 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009600
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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Quarterl}Monitoring Report April 1999 <br /> Canepa s Car Wash(Part.Street) <br /> Mai 31 1999 <br /> Page 2 <br /> 31 Groundwater Monitoring Obsei ,ations and Parametei s <br />' The static water level in each well was measured to the nearest 0 0I-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 <br /> for floating product, petroleum odors, and sheen Floating product was not observed in any of the monitor <br />' wells during the groundwater sampling It should be noted that the groundwater table was above the top of the <br /> well screens Mild petroleum hydrocarbon odors were detected in the groundwater samples collected from <br /> MW-2 and MW-5 Petroleum hydrocarbon odors were not noted in the remaining groundwater samples <br />' All of the monitor wells were purged using new disposable bailers Approximately three well casing volumes <br /> of water weie purged from each well (see the Groundwater Monitoring Field Porins in Appendix B) The <br />' purged water from each well was placed in 55-gallon drums and left on site pending laboratory analytical <br /> i esults <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 samples were collected directly from disposable bailers by transferring the groundwater to two 40- <br />' milliliter glass vials The sample containers were labeled, placed in a cooler chilled with ice, and delivered in <br /> accordance with chain-of-custody procedures to GeoAnalytical Laboratories, Inc , in Modesto, California, on <br /> the days of collection <br /> 4 GROUNDWATER MONITORING RESULTS <br /> 4 1 Groundwater Elevation Contours <br /> On April 22, 1999 the depth to groundwater was measured in each monitor well prior to the collection of <br /> groundwater samples Evaluation of the groundwater measurements collected on April 22, 1999 indicated the <br /> likelihood of an eironeous measurement rec.oided for MW-4 Consequently, depth to groundwater <br /> measurements were collected from the seven monitor wells on May 4, 1999 The data collected on May 4, <br /> 1999 is consistent with historical data collected at the site with respect to the estimated groundwater gradient <br /> The average depth to groundwater on May 4, 1999 was approximately 22 8 feet below the well measuring <br /> points (slightly below the ground surface) The average depth to groundwater decreased approximately 1 3 feet <br />' since the previous monitoring event conducted in January, 1999 The groundwater elevation ranged from 10 96 <br /> to 12 63 feet below mean sea level (bmsl) The groundwater elevation contour map (Figure 3, Appendix A) <br /> indicates a groundwater gradient generally toward the northeast See Table 1, on the following page, for <br /> Igroundwater elevation data A hydrograph of groundwater elevations is included as Figure 4, Appendix A <br /> I <br /> t CONDOR <br />
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