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ARCHIVED REPORTS_XR0006947
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0537485
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ARCHIVED REPORTS_XR0006947
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Last modified
7/27/2020 4:59:48 PM
Creation date
7/27/2020 3:58:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006947
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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I <br /> r ' , <br /> 1 1 <br /> ' 15 October 2002 ` <br /> i AGE-NC Project No 97-0333 <br /> ' Page 6 of 8 <br /> , t <br /> ' collected from wells MW-1,MW-2,MW-3,MW-4 and MW-6 at concentrations as high as 190,000 <br /> µg/l (MW-2) ' <br /> 1 , <br /> ' BTEX constituents were detected at wells MW-2, MW-4 and MW-6 at concentrations as high as <br /> 9,200 µg11 toluene(MW-2) The greatest benzene concentrations were detected from well MW-6 at <br /> a concentration of 4,900 µg/l <br /> MTBE was detected by EPA Method 8020 in the water samples from MW-1 through MW-4 and <br /> MW-6 at concentrations as high as 410,000µg/1(MW-6),MTBE was detected from MW-1 through <br /> ' f MW-4 and MW-6 utilizing EPA Method 8260 Modified at concentrations as high as 270,000 µg11 <br /> 1 <br /> (MW-6) <br /> ' Utilizing EPA Method 8260 Modified, TAME was detected in samples collected from MW-1, <br /> MW-2, MW-3 and MW-6 at concentrations as high as 2,800 g1g/l, TBA was detected from MW-1 <br /> at a concentration of 100 µg/1 <br /> No other fuel related constituents were detected above the respected laboratoryreporting limits <br /> ' Previous and current analytical results of ground water,monitoring well samples are summarized in <br /> I Tables 6 and 7 The laboratory reports(Castle Analytical Laboratory Reference No 4727)and cham- <br /> I of-custody forms are presented in Appendix E' <br /> , <br /> I I <br /> 4.0. SUMMARY AND CONCLUSIONS <br /> r1 <br /> !! The irliplic`ations from the May 2002 ground water monitoring event are as follows ' <br /> • Ground water flow direction at the site was inferred to`be radially Inward towards wells <br /> MW-2; MW-6 land EW-1 at an approximate (gradient of 0 004 ft/ft or less (Figure 3), <br /> however,due to the low gradient at the site, slight variations in ground water measurements <br /> ' or changes of recharge/discharge of the local ground water could greatly modify ground <br /> water flow direction <br /> ' ! <br /> '� � � ,• The ground water elevation atthe site was within the screened intervals of wells MW-1 <br /> ' I through MW-6, which should" <br /> ,yield samples 'fully representative of shallow ground water <br /> conditions I <br /> 1 I <br /> • Ground water'elevation decreased at the site an average 128 feet between the March 2002 <br /> and the June 2002 ground water monitoring events, the decrease of ground water elevation <br /> 4i is probably due;to seasonal fluctuation E j <br /> I � I Current and previous analytical results) indicate that the core of the dissolved petroleum,' I <br /> . I hydrocarbon plume appears to be located in the area of MW-2(screened between 12 and 32 <br /> Advanced CeoEnvironmental,Inc , <br /> I , <br /> rj I <br />
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