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ARCHIVED REPORTS_XR0008057
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0542364
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ARCHIVED REPORTS_XR0008057
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Last modified
5/4/2020 3:38:19 PM
Creation date
5/4/2020 3:15:45 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008057
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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I03 January 2002 <br /> AGE-NC Project No 96-0229 <br /> IPage 3 of 5 <br /> I The general ground water gradient in the area of wells MW-1 through MW-8 was calculated to be <br /> approximately 0 003 ft/ft or less, or approximately 16 feet per mile and Inferred to be flowing <br /> towards the northeast, ground water flow direction In the area of wells MW-7, MW-9 and MW-10 <br /> I was Inferred towards the northeast at a gradient of 0 01 ft/ft or less The ground water surface <br /> elevation at the site is approximately 17 and 19 feet above the slotted screen Intervals in wells MW-1 <br /> and MW-10B, respectively, but within the screened Intervals of the screened Intervals of the <br /> remaining wells <br /> 3 2 LABORATORY RESULTS OF GROUND WATER SAMPLES <br /> A total of eleven ground water samples were submitted to a DHS-certified laboratory TPH-g was <br /> detected in water samples collected from wells MW-1, MW-2, MW-3, MW-6, MW-7, MW-9 and <br /> MW-10A at concentrations ranging as high as 87,000 micrograms per liter(/zg/1) <br /> IBTEX compounds were detected in ground water samples collected from wells MW-1, MW-2, <br /> MW-3, MW-6, MW-9 and MW-10A at concentrations ranging as high as 21,000 µg/1 (xylene, <br />� . MW-2 and MW-6) The highest benzene concentration was detected in sample MW-1 at a <br /> concentration of 12,000µg/1 <br /> MTBE was detected (EPA 8260) in ground water samples collected from wells MW-1, MW-3, <br /> MW-6, MW-7, MW-8, MW-9 and MW-10A at concentrations ranging as high as 2,220 /,cg/l <br /> (MW-7) DIPE was detected in a water sample collected from MW-1 at a concentration of 11 ,ug/l, <br /> TBA was detected from MW-IOA at a concentration of 15 µg/1 No other constituents of concern <br /> were detected above laboratory reporting limits in the analyzed samples <br /> Previous and current analytical results of ground water monitoring well samples are summarized In <br /> Tables 2 and 3 The laboratory reports (Castle Analytical Laboratories Reference No 4105 and <br /> McCampbell Analytical Inc Lab I D 80054-64) and chain-of-custody forms are presented in <br /> Appendix B <br /> 4.0. SUMMARY AND CONCLUSIONS <br /> The implications from the findings of the September 2001 Investigation are <br /> • Ground water flow direction in the area of wells MW-1 through MW-8 was Inferred towards <br /> the northeast at an approximate gradient of 0 003 fl/ft This appears to be the prevailing flow <br /> direction for the area <br /> • Ground water flow direction In the area of wells MW-7, MW-9 and MW-10 was inferred <br /> Advanced GeoEnvironmental,Inc <br />
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