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ARCHIVED REPORTS_XR0006946
Environmental Health - Public
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PR0537485
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ARCHIVED REPORTS_XR0006946
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Last modified
7/27/2020 6:32:40 PM
Creation date
7/27/2020 3:57:38 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006946
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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1 <br /> I r I I <br /> h 06 December 2002 E I <br />` AGE-NC Project No 97-0333 <br /> , I <br /> Page 7 of 9 ' <br /> ' y I <br /> No other analytes were detected above the respected laboratory reporting limits Previous and current <br /> ' analytical results of ground water monitoring well samples are summarized in Tables 5 and 6 The <br /> laboratory reports (Castle Analytical Laboratory Reference No 4987) and chain-of-custody forms <br /> are presented in Appendix F <br /> ' 4.0. SUMMARY AND CONCLUSIONS <br /> ti <br /> The implications from the August 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 and EW-1 at an approximate gradient of 0 017 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 /> ' The ground water elevation at the site was within the screened intervals of wells MW-1 , <br /> through MW-5, which should yield samples fully representative of shallow ground water <br /> conditions The ground water elevation at MW-6 is approximately 2 25 feet above the screen <br /> ' . interval,but should still be representative of shallow ground water conditions <br /> 'I <br /> Ground water elevation decreased at the site an average 3 93 feet between the Mj ay 2002 and <br /> ' the August 2002 ground water monitoring events, the decrease of ground water elevation <br /> may be due to seasonal fluctuation <br /> ' • I <br /> ' Previous analytical results indicate that the core of the dissolved petroleum hydrocarbon <br /> plume appears to be located in the area of MW-2 (screened between 12 and 32 feet bsg), <br /> MW-6 (screened 20 to 45 feet bsg) and EW-1 (screened 20'to 45 feet bsg)'and is primarily <br /> ' impacted by TPH-g, BTEX, and MTBE <br /> • Substantial concentrations of dissolved TAME have been detected in water samples collected <br /> I from wells MW-1,MW-2,MW-3 and MW-6 and a grab ground water sample collected from <br /> P-3, indicating that there is a limited area impacted with TAME in the area assessed <br /> • Substantial concentrations of PCE have been detected in water samples'collected from wells <br /> ' MW73 and MW-4, low concentrations,of TCE have been detected at wells MW-4 and <br /> MW-5 PCE and TCE are chlorinated solvents often associated with dry cleaning operations <br /> • Concentrations of chloroform,napthalene, 1,3,5-tnmethylbenzene, 1,2,4-tnmethylbenzene, <br /> 1 <br /> 1,2-dichlorobenzene,,1,3-dichlorobenzene, l,4-dichlorobenzene, 1,2,4-dichlorobenzene were <br /> previously detected in water samples collected from wells MW-4 and MW-5' <br /> • With the exception of the western boundary, the lateral and vertical extent'of dissolved <br /> petroleum,hydrocarbons is not known in any direction at the site (Figures 4 and 5) <br /> r <br /> I F I <br /> Advanced GeoEnvironmental,inc <br />
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