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ARCHIVED REPORTS_XR0004201
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545342
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ARCHIVED REPORTS_XR0004201
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Entry Properties
Last modified
2/12/2020 3:13:00 PM
Creation date
2/12/2020 9:12:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004201
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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SJGOV\sballwahn
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EHD - Public
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�hf <br /> 27 February 2004 <br /> AGE-NC Project No 99-0624 <br />' Page 3 of 4 <br />' Inferred to be flowing towards the south-southwest The average ground water gradient was <br /> determined to be approximately 0 002 ft/ft Figure 3 Illustrates the contoured ground water elevations <br /> as measured on 23 February 2004 <br /> 1 <br /> 3 2 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br />' TPH-g was detected in the water samples collected from wells MW-2 and MW-3 at concentrations <br /> of 33,000 p g/l and 440 gg/l,respectively Benzene,ethylbenzene and xylenes were only detected in <br />' the samples collected from well MW-2 at concentrations of 9 6 µg/1, 5 9 µg/1 and 22 µg/1, <br /> respectively i <br />' The fuel additive MTBE was detected in samples from wells MW-1, MW-2 and MW-3 at <br /> concentrations ranging between 58 ug/l(MW-1)and 33,000 gg/l(MW-2) TAME,TBA and ETBE <br /> were detected in sample MW-2 at concentrations of 110 µ.g/1, 19 �Ig/l and 4 1 µg/1, respectively No <br />' other constituents of concern were detected above laboratory reporting limits in the analyzed <br /> samples Previous and current analytical results of ground water monitoring well samples are <br /> summarized in Tables 3 and The laboratory report(CTEL Project No CT214-0402065)and chain- <br />' of-custody forms are presented in Appendix C <br />' 4.0. SUMMARY AND CONCLUSIONS <br />' The following conclusions were drawn from the results of this investigation <br /> • The depth to ground water at the site was approximately 52-53 feet below surface grade, or <br /> approximately 14 10 to 14 30 feet below mean sea level <br />' 0 Ground water flow direction in the area of wells MW-1 through MW-4 and MW-6 was <br /> inferred to be towards the south-southwest at an approximate gradient of 0 002 f1/ft Due to <br />' the low hydraulic gradient at the site, slight variations in ground water measurements or <br /> changes of recharge/discharge of the local ground water could greatly modify the Inferred <br /> ground water flow direction <br />' a TPH-g was detected in the ground water samples collected from wells MW-2 and MW-3 at <br /> concentrations of 33,000 gg/l and 440 µg/l, respectively, between November 1999 and <br />' February 2004 TPH-g concentrations have fluctuated from 140µg/1 to as high as 33,000µg/l <br /> in samples from well MW-2 <br /> • MTBE was detected from wells MW-1, MW-2, and MW-3 at concentrations as high as <br />' 33,000 µg/l (MW-2) The latest data indicates a steady increase of dissolved MTBE, likely <br /> from the vertical migration through soil or lateral migration of dissolved MTBE from a <br />' Advanced GeoEnvironmental,Inc <br />
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