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ARCHIVED REPORTS_XR0008067
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2900 - Site Mitigation Program
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PR0542364
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ARCHIVED REPORTS_XR0008067
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Last modified
5/4/2020 4:00:17 PM
Creation date
5/4/2020 3:18:15 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008067
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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26 October 2000 <br /> • AGE-NC Project No 96-0229 <br /> Page 3 of 5 <br />' approximately 11 feet per mile and directed radially towards the northeast The ground water surface <br /> elevation at the site is approximately 4 to 5 feet above the slotted screen intervals in wells MW-3 and <br /> MW-4 and approximately 22 to 24 feet above the slotted screen intervals in wells MW-1 and MW- <br /> IOB <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-4, MW-6, and MW-7 <br /> at concentrations ranging between 59 micrograms per liter (µg/1) and 55,000 µg/1 <br /> IBTEX compounds were detected in ground water samples collected from wells MW-1, MW-2, <br /> MW-3, MW-6 and MW-7 at concentrations as high as 6,400 µg/1 (xylene, MW-3) The greatest <br /> benzene concentration was observed at MW-1 at a concentration of 4,000µg/1 <br /> MTBE was detected utilizingEPA Method 8020 m ground water samples collected from <br /> 1� p <br />� . wells MW-1, MW-7, and MW-8 at concentrations as high as 440µg/1 MTBE was detected utilizing <br /> EPA Method 8260 in samples collected from wells MW-1, MW-6, MW-7 and MW-8 at <br /> concentrations as high as 260 µg/1 No other fuel oxygenated additives were detected above <br /> laboratory reporting limits from the analyzed samples <br /> Analytical results of the ground water samples are summarized in Table 2 The laboratory reports <br /> I (Castle Analytical Laboratories Reference No 3167) and chain-of-custody forms are presented 1n <br /> Appendix B <br /> 4.0 SUMMARY AND CONCLUSIONS <br /> IThe implications from the findings of the August 2000 investigation are <br /> • Ground water monitoring data collected in the area of wells MW-1 through MW-10 indicated <br /> Ia ground water flow direction generally toward the northeast at a gradient of 0 002 ft/ft This <br /> appears to be the prevailing flow direction for the area Due to the low hydraulic gradient at <br /> the site, slight vanations in ground water measurements or changes of recharge/discharge of <br /> the local ground water could greatly modify ground water flow direction <br /> • Monitoring wells MW-1 and MW-14B are "drowned", and yield samples representative of <br /> deeper ground water conditions Deeper ground water in the area of MW-1 (48 to 53 feet <br /> • bsg) is Impacted, but is not impacted in the down-gradient area of MW-10B (50 to 55 feet <br /> bsg) <br /> IAdvanced GeoE nviron mental,Inc <br /> I <br />
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