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ARCHIVED REPORTS_XR0007939
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0542364
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ARCHIVED REPORTS_XR0007939
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Last modified
5/4/2020 3:54:12 PM
Creation date
5/4/2020 3:11:01 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007939
RECORD_ID
PR0542364
PE
2960
FACILITY_ID
FA0024340
FACILITY_NAME
PACIFIC CAR WASH
STREET_NUMBER
4405
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
11024014
CURRENT_STATUS
01
SITE_LOCATION
4405 PACIFIC AVE
P_LOCATION
01
QC Status
Approved
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EHD - Public
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15 February 1999 <br /> AGE-NC Project No 96-0229 <br /> - Page 6 of 9 <br /> measured on 15 and 19 October 1998, are depicted in Figure 1 l Ground water elevation at the site <br /> decreased an average 2 96 feet between May 1998 and the October 1998 ground water monitoring <br /> events The general ground water gradient at the site was calculated to be approximately 0 004 ft/ft <br /> or approximately 21 feet per mile and directed towards the northeast Ground water elevation <br /> measured from MW-IOA (screened 23 to 43 feet) was measured 0 44 feet above ground water <br /> elevation measured at MW-IOB (screened 50 to 55 feet) Due to the anomalous measurements, data <br /> collected from MW-1 and MW-IOB was not utilized to determine ground water elevations <br /> In October 1998, the depths to first encountered ground water in wells MW-3 and MW-4 were 2 05 <br /> feet and 3 47 feet, respectively, above the tops of their wells casings, wells MW-1 and MW-IOB <br /> were approximately 20 9 feet and 22 47 feet above the tops of their well casings Therefore, the wells <br /> are "drowned", and may not yield samples fully representative of ground water conditions near the <br /> top of the saturated zone, where fuel hydrocarbons would be expected to have the greatest impact <br /> Due to the low gradient at the site, slight variations in ground water measurements or changes of <br /> recharge/discharge of the local ground water could greatly modify ground water flow direction <br /> 34 ANALYTICAL RESULTS OF SOIL SAMPLES <br /> A total of ten soil samples were submitted to a DHS-certified laboratory for analysis of TPH-g, <br /> BTE&X, MTBE and fuel oxygenates TPH-g was not detected from any of the samples selected for <br /> analysis <br /> BTEX constituents were detected in the 35-foot and 40-foot soil samples collected from soil boring <br /> MW-7 at concentrations ranging between 0 01 mg/kg (milligrams per kilogram) and 0 052 mg/kg <br />' The highest concentration of benzene was reported in the 40-foot sample from MW-7 at 0 011 <br /> mg/kg <br />' MTBE was detected at a concentration of 0 0053 mg/kg in the 40-foot soil sample collected from <br /> MW-8 None of the fuel oxygenates were detected above laboratory reporting limits The analytical <br /> results of selected soil samples are summarized in Table 1 The laboratory reports (Castle Analytical <br /> Laboratory Reference No 1798 and McCampbell Analytical Inc Lab I D No 97040 - 46. 97396 - <br /> 98) and chain-of-custody forms are included in Appendix D <br /> 35 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> A total of eleven ground water samples were submitted to a DHS-certified laboratory in October <br /> 1998 TPH-g was detected in ground water samples collected from wells MW-I through MW-4, <br /> Advanced CeoEmironmental,Inc <br />
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