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ARCHIVED REPORTS_XR0006870
Environmental Health - Public
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PR0537485
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ARCHIVED REPORTS_XR0006870
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Last modified
7/27/2020 5:34:24 PM
Creation date
7/27/2020 3:44:26 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006870
RECORD_ID
PR0537485
PE
2957
FACILITY_ID
FA0021568
FACILITY_NAME
FORMER RAINWATER CAR WASH
STREET_NUMBER
420
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
21931206
CURRENT_STATUS
01
SITE_LOCATION
420 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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02 March 2005 <br /> AGE-NC Project No 97-0333 <br /> ' Page9of10 _ <br /> ' monitoring event, the overall trend of decreasing MTBE concentrations is evident <br /> The results from the ground water monitoring and sampling event performed on 30-31 December <br /> ' 2004 are as follows <br /> • Generally,depth to ground water at the site varied between 21 and 23 feet bsg,ground water <br /> ' elevations ranged between 10 3 8 feet and 11 99 feet above MSL The ground water elevation <br /> increased approximately 5 09 feet between the October and December 2004 ground water <br /> monitoring events, the increase in elevation may be due to seasonal fluctuation <br /> • First Zone ground water flow was inferred to be toward a ground water depression in the area <br /> of wells EW-1,MW-6,and MW-7A under a hydraulic gradient of approximately 0 005 ft/ft <br /> ' On the southeast-half of the site, ground water was inferred to be flowing toward the <br /> northwest under a gradient of approximately 0 02 ft/ft (Figure 4) <br /> ' • Second Zone,Third Zone,and Primary Aquifer ground water flow was inferred to be toward <br /> the northwest at approximate gradients of 0 001 ft/ft or less (Figures 5, 6, and 7, <br /> respectively) - <br /> f Due to the low ground water gradient at the site, small variations in ground water <br /> measurements or changes of recharge/discharge of the local ground water could greatly <br /> ' modify the inferred ground water flow direction <br /> • Historically,the highest on-site concentrations of dissolved MTBE have been detected in the <br /> samples collected in the area of First Zone monitoring wells MW-2, MW-3, and MW-6, <br /> ' however,during the fourth quarter 2004,the highest MTBE concentration was detected from <br /> the Primary Aquifer Zone at 4,300 lig/1(MW-7E) <br /> ' • Minor to significant PCE and/or TCE concentrations were detected in ground water <br /> monitoring wells located in First Zone, Second Zone,Third Zone,and Primary Aquifer Zone <br /> aquifers(Figure 10,Table 4) The highest concentrations of dissolved PCE were detected in <br /> ' the samples collected from First Zone wells MW-2,MW-3,and MW-6 at concentrations as <br /> high as 2,600 gg/l (MW-3) s <br /> • PCE and TCE are chlorinated solvents often associated with dry cleaning operations Based <br /> on the December 2004 PCE iso-concentration map in First Zone water (Figure 10), AGE <br /> interprets the PCE/TCE plume to have originated from the dry cleaner's facility located <br /> ' immediately cast of the Rainwater Car Wash <br /> • Based on a trend of increasing PCE concentrations observed at the pump-and-treat influent <br /> since July 2004 and from increasing PCE concentrations reported from monitoring wells <br /> MW-2, MW-3, MW-6 and MW-7A, it would appear as though the core-area of the PCE <br /> -plume has migrated west towards the northwest section of the Rainwater Car-Wash site,and , <br /> ' Advanced GeoEnvi ron mental,Inc <br /> tt <br />
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