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ARCHIVED REPORTS_XR0004131
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3500 - Local Oversight Program
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PR0545342
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ARCHIVED REPORTS_XR0004131
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Last modified
2/12/2020 3:28:38 PM
Creation date
2/12/2020 9:08:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004131
RECORD_ID
PR0545342
PE
3528
FACILITY_ID
FA0000392
FACILITY_NAME
FLAMES LIQUOR
STREET_NUMBER
1301
Direction
W
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95242
APN
03104030
CURRENT_STATUS
02
SITE_LOCATION
1301 W KETTLEMAN LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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01 June 2006 <br /> AGE-NC Project No 02-0977 <br /> Page 3 of 5 <br />' The ground water was inferred to be flowing towards the south at a calculated gradient of 0 002 foot <br /> per foot (ft/ft) Figure 3 illustrates the contoured ground water elevations as measured on 22 <br /> March 2006 <br /> I <br /> 32 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br />' TPH-g was detected in ground water samples collected from wells MW-1,MW-2,MW-3 and MW-5 <br /> at concentrations as high as 180,000 µg/1 from MW-2 <br /> 1 Fuel additives MTBE and TAME were detected in samples collected from wells MW-1 through <br /> MW-3 and MW-5 at concentrations as high as 180,000 µg/1 and 400 µg/1, respectively, DIPE was <br />' detected from MW-2 at a concentration of 9 3 µg/l <br /> No other constituents of concern were detected at or above laboratory reporting limits in the analyzed <br />' samples Previous and current analytical results of ground water monitoring well samples are <br /> summarized in Table 2 The laboratory report (CTEL Lab I D No 0603147) and chain of custody <br /> forms are presented in Appendix B Confirmation pages of the laboratory electronic digital format <br />' . (EDF) files and depth to water measurements submitted to the State of California's GeoTracker <br /> website are included in Appendix C <br /> 1 <br /> 4.0. SUMMARY AND CONCLUSIONS <br />' The following summary and conclusions were drawn from the results of this investigation <br />' • The depth to ground water at the site was between 5148 feet and 52 61 feet TOC, the <br /> calculated ground water elevations ranged between 13 18 feet and 13 44 feet below MSL <br /> • Ground water flow direction in the area of wells MW-1 through MW-8 was inferred to be <br />' flowing towards the south at a gradient of approximately 0 002 ft/ft Due to the low hydraulic <br /> gradient at the site, slight variations in ground water measurements or changes of <br />' recharge/discharge of the local ground water could greatly modify the inferred ground water <br /> flow direction <br /> • TPH-g was detected in ground water samples collected from wells MW-1 through MW-3 and <br />' MW-5 at a maximum concentration of 180,000 dig/1 (MW-2) The appearance of TPH-g at <br /> the same or similar concentrations of MTBE indicates that the reported concentration of <br /> TPH-g is actually an isolated MTBE peak, which falls within the same carbon range <br />' The fuel additive MTBE was detected in samples from wells MW-1 through MW-3 and <br /> . MW-5 at a maximum concentration of 180,000 dig/l (MW-2) Between November 1999 and <br />' Advanced GeoEnvironmental,Inc <br /> I ^ <br />
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