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ARCHIVED REPORTS_XR0003066
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545342
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ARCHIVED REPORTS_XR0003066
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Last modified
2/12/2020 3:48:42 PM
Creation date
2/12/2020 8:56:34 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003066
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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28 February 2005 <br /> AGE-NC Project No 99-0624 <br /> Page 4 of 12 <br /> by low concentrations of petroleum hydrocarbons, soil is impacted at the UST location and in the <br /> areas of well MW-2 and MW-6 (Figure 4) At the UST location, low concentrations of mainly <br /> MTBE were detected at shallow depths (<45 ft bsg) surrounding the UST location, but extend to a <br /> depth of 55 feet bsg in the area of boring P-1,MTBE was also detected below 45 feet bsg in the area <br /> of well MW-2,at a maximum concentration of 36 mg/kg Total petroleum hydrocarbons as gasoline <br /> (TPH-g) was detected in one deep soil sample (P 1-50') at the UST location,two deep soil samples <br /> (MW2-45'and MW7-50') at the MW-2 location and one shallow sample (MW6-25') at the eastern <br /> site boundary, at a maximum concentration of 12 mg/kg (MW-7-50') Low concentrations of <br /> benzene, toluene, ethylbenzene and xylenes (BTEX) were detected in soil samples collected from <br /> borings P-1,MW-1 and MW-2 at depths between 45 and 55 feet bsg,possibly denoting a smear zone <br /> of the former water table <br /> The plume of impacted soil at the former UST release area has an estimated north-south dimension <br /> of 45 feet and east-west of dimension of 55 feet (Figure 4), the impacted soil in the area of well <br /> MW-2 has a diameter of approximately 25 feet,and impacted soil at well MW-6 is interpreted to be <br /> approximately 5 feet in diameter Impacted soil is not defined in the area between the USTs and well <br /> MW-2 The vertical extent of impacted soil is defined in the tank pit area, however the vertical <br /> extent has not be defined in the area of MW-2 Analytical results of soil samples are included in <br /> Table 1 <br /> Between November 1999 and November 2004, nineteen ground water monitoring events were <br /> performed at the site to monitor dissolved petroleum hydrocarbon concentrations in ground water <br /> and to characterize ground water flow direction and gradient on the site Since initiation of the <br /> ground water monitoring program,ground water elevations have ranged from approximately 9 to 17 <br /> feet below mean sea level, and the ground water flow has been consistently towards the south to <br /> southeast at a low hydraulic gradient TPH-g,MTBE and BTEX compounds have been detected in <br /> water samples collected from wells MW-1 through MW-7 at concentrations as high as 43,000 µg/l <br /> TPH-g, 1,000µg/1 benzene, 100 pg/1 toluene,58 pg/I ethylbenzene and 1,700µg/1 xylenes Whereas <br /> the BTEX concentrations have been declining at the site,MTBE concentrations generally have been <br /> increasing, during the more recent ground water events, MTBE appears to make up most if not all <br /> of the TPH-g hydrocarbon components(Table 2) At the present time,the vertical and lateral extent <br /> of dissolved BTEX contamination appears to be defined, but the extent of MTBE contamination is <br /> not defined (Figure 4) <br /> Based on AGE's interpretation of the available data,the initial release(s)of petroleum hydrocarbons <br /> occurred from the former dispensers and USTs prior to their removal in 1998 Once released to the <br /> subsurface, the contaminants migrated through the clayey silt/silt material to a vertical depth of <br /> approximately 45-55 feet bsg, at which point the contaminants encountered saturated fine grained <br /> soil (HU1) and began to migrate laterally as well as vertically, lateral migration was dominantly <br /> towards the south and-southeast, in the direction of ground water flow <br /> Advanced GeoEnvironmental,Inc <br />
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