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ARCHIVED REPORTS_XR0006942
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0537485
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ARCHIVED REPORTS_XR0006942
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Last modified
7/27/2020 5:49:33 PM
Creation date
7/27/2020 3:53:55 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006942
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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t t <br /> t <br /> ' 05 September 2003 <br /> • AGE-NC Project No 97-0333 <br /> ' Page 9of10 <br /> The results from the ground water monitoring and sampling events performed in March 2003 are as <br /> ' follows <br /> • Generally,depth to ground water at the site varied between 17 and 19 feet bsg,ground water <br /> ' elevations range between 13 39 feet (MW-11 C) and 14 79 feet(MW-10A) above mean sea <br /> level The ground water elevation Increased approximately 2 48 feet between November <br /> 2002 and March 2003 ground water monitoring events, the average Increase in may be due <br /> to seasonal fluctuation <br /> • First Zone ground water flow was inferred to be towards a ground water depression in the <br /> ' area of wells MW-2,MW-6,MW-7 and EW-1 at gradients between 0 004 ft/ft and 0 33 ft/ft, <br /> off-site in the area of wells MW-11, MW-12 and MW-13, ground water appeared to flow <br /> towards the northwest and northeast (Figure 4) <br /> • Second Zone, Third Zone and the Primary Aquifer Zone ground water flows were inferred <br /> to be towards the northwest at approximate gradients of 0 001 ft/ft or less (Figures 5, 6 <br /> and 7) <br /> • 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 /> • The highest on-site concentrations of dissolved MTBE were detected in the samples <br /> ' collected in the area of First Zone monitoring wells MW-2, MW-3, MW-6, MW-7A and <br /> extraction well EW-1 at concentrations as high as 26,000µg/l Lower concentrations of on- <br /> site MTBE were detected in water samples from First and Second Zone monitoring wells <br /> t MW-1,MW-4,MW-7(B-C)and MW-8(B-C),generally,significant MTBE decreases were <br /> reported this quarter in wells MW-2, MW-6 and MW-7A (Table 3) <br /> ' <br /> Off-site MTBE was reported only in the water sample from Second Zone monitoring well <br /> MW-11C, at a low concentration of 7 4 µg/l <br /> • Concentrations of PCE and/or TCE have been detected in water samples collected from all <br /> ' well locations associated with the Rainwater Car Wash investigation Minor to significant <br /> PCE and/or TCE concentrations were detected in 42 of 47 ground water monitoring wells <br /> ' located in First Zone,Second Zone,Third Zone and Primary Aquifer Zone Aquifers(Figures <br /> 10 and 11, Table 4) The highest concentration of dissolved PCE were detected in the <br /> samples collected in the area of on-site wells MW-4(First Zone)and MW-8 (B,C)(Second <br /> ' Zone) and offsite well MW-12A (First Zone) at concentrations as high as 1,500 µg/1, <br /> • PCE and TCE are chlorinated solvents often associated with dry cleaning operations Based <br /> on Figures 10 and 11 depicting PCE isoconcentrations in First Zone and Second Zone <br /> ' Aquifers, AGE interprets the PCE/TCE-plume to have originated from the dry cleaner's <br /> facility located immediately east of the Rainwater Car Wash <br /> ' Advanced GeoEnvironmental,Inc <br /> � 1 <br />
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