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ARCHIVED REPORTS_XR0009604
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0542235
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ARCHIVED REPORTS_XR0009604
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Last modified
5/4/2020 3:15:10 PM
Creation date
5/4/2020 2:42:49 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009604
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 Mnmtornns,Report July 1999 <br /> Canepa s Car Wash <br /> • 248E Park St Stockton CA <br /> August 24 1948 <br /> Page 4 <br />' 4 3 Groundwater Elevation Contours <br /> On July 23, 1998, the depth to groundwater was measured in each monitor well prior to the collection of <br /> groundwater samples The average depth to groundwater was approximately 24 2 feet below the monitor well <br />' measuring points Monitor wells MW-1, MW-2, and MW-3 are screened from approximately 45 to 65 feet bgs <br /> and monitor wells MW-4, MW-5, MW-6, and MW-7 are screened from approximately 40 to 60 feet bgs <br /> Therefore, water levels were substantially above the top of the screen in all of the monitor wells The <br />' groundwater elevation ranged from 14 09 to 12 13 feet below mean sea level (bmsl) at the site See Table 2, <br /> below, for groundwater elevation data Groundwater elevation contours are shown in Figure 3, Appendix A <br /> The groundwater elevation contours indicate a north-northeast groundwater flow towards the general vicinity of <br /> 1 MW-2 <br />' TABLE 2 <br /> Groundwater Elevation Data (July 23, 1998) <br /> MW-1 through MW-7 <br /> Well Well Casing Well Collar Depth to Groundwater <br /> ID Screen Elevation Water Elevation <br /> Interval(feet (feet) (feet) (feet) <br /> -bgs) <br /> MW-1 45 -65 1097 23 50 -1253 <br /> MW-2 45 - 65 1037 2446 -1409 <br />' MW-3 45 - 65 It 76 2505 -1329 <br /> MW-4 40 -60 1085 2298 -12 13 <br /> MW-5 40 - 60 1125 2490 -1365 <br /> MW-6 <br /> 40 - 60 1172 2491 -13 19 <br /> IMW-7 40- 60 1 1 05 2392 -1287 <br /> 5 DISCUSSION OF RESULTS <br /> Since September 1994, the depth to groundwater at the site has decreased from approximately 45 to 24 bgs <br /> The groundwater elevation contour map (Figure 3, Appendix A) indicates that groundwater flows in a north- <br /> northeast direction toward the general vicinity of MW-2 This is generally consistent with previous monitoring <br /> results A hydrograph of monitor wells MW-1 through MW-7 (Figure 4, Appendix A) illustrates the <br /> fluctuation of the groundwater table Historical groundwater measurements are provided in the accompanying <br /> Hydrograph Table (Appendix A) <br /> Analytical results for the July 1998, sampling are generally consistent with historical analytical results TPH-G <br /> and BTEX concentrations in the sample collected from MW-5 increased markedly between August 1995, and <br /> I <br /> �� CONDOR <br />
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