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ARCHIVED REPORTS_XR0009608
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0542235
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ARCHIVED REPORTS_XR0009608
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Last modified
5/4/2020 3:16:53 PM
Creation date
5/4/2020 2:43:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009608
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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Quarterly Monitoring Report,Apn]2001 <br /> Canepa's Car Wash(Park Street) <br /> May 28,2001 <br /> Page 2 <br /> 3.1 GROUNDWATER MONTTORING OBSERVATIONS AND PARAMETERS <br /> The 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 bailer was lowered into each well <br /> to check for floating product, petroleum odors, and sheen It should be noted that the groundwater table <br /> was above the top of the well screens A strong petroleum hydrocarbon odor was noted in the <br /> groundwater inspection sample collected from MW-5 A moderate odor was noted in the groundwater <br /> inspection sample collected from MW-2, and a slight petroleum hydrocarbon odor was noted in the <br /> inspection sample from MW-3 None of the other groundwater inspection samples were noted as having <br /> an odor <br /> All monitor wells were purged using a Grundfos Reda-Flo II submersible pump, which was <br /> decontaminated prior to use Approximately three well casing volumes of water were purged from each <br /> well (see the Groundwater Monitoring Field Forms in Appendix B) The purged water from each well <br /> was placed in 55-gallon drums and left on site pending laboratory analytical results <br /> 3.2 GROUNDWATER SAMPLING <br /> The groundwater samples from the monitor wells were collected by filling three 40-milliliter glass vials <br /> with groundwater directly from the pump discharge tubing at a reduced rate The sample containers were <br /> labeled, placed in a cooler chilled with ice, and delivered in accordance with chain--of-custody <br /> procedures to GeoAnalytical Laboratories,Inc , in Modesto, California for analyses <br /> 4. GROUNDWATER MONITORING RESULTS <br /> I4 1 GROUNDWATER ELEVATION CONTOURS <br /> On April 12, 2001, the depth to groundwater was measured in each monitor well prior to the collection of <br /> groundwater samples The average depth to groundwater on April 12, 2001, was approximately 23 4 feet <br /> below the well measuring points The average depth to groundwater decreased approximately 0 6 feet <br /> since the previous monitoring event conducted in January 2001 The groundwater elevation ranged from <br /> I <br /> 1153 to 13 25 feet below mean sea level (bmsl) The groundwater elevation contour map (Figure 2, <br /> Appendix A) indicates a groundwater gradient generally toward the northeast Groundwater elevation <br /> data is presented in Table 1, on the next page A hydrograph of groundwater elevations is included as <br /> Figure 3, Appendix A Note from the hydrograph in Figure 3 and a comparison of the top of the well <br /> casing screen interval versus the depth to water in Table 1 that the water table is approximately 16 to 22 <br /> feet above the top of the screen in all of the wells <br /> Ile <br /> IL� CONDOR <br />
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