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ARCHIVED REPORTS_XR0006944
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0537485
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ARCHIVED REPORTS_XR0006944
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Last modified
7/27/2020 7:10:14 PM
Creation date
7/27/2020 3:55:57 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006944
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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IT ' <br /> I6 I <br /> 18.'April 2003 <br /> , '4 ~'I ' k <br /> AGE-NC Project No 97-0333 � 'r I II � � <br /> I I 'IV I I 5 Ir I I 1 d' 4 <br /> Page 10 of111 Y <br /> t <br /> « Second Zone, Third Zone and the Primary Aquifer'Zone ground water flows were inferred <br /> ' to be towards'the north-northwest at approximate gradients of 0 003 ft/ft aor less (Figures 5, <br /> 6 an7)d <br /> li <br /> 1 <br /> ,, I �• Due to the glow ground water gradient at the site, small I vanations in ground water, 'i ;I <br /> measurements or changes of recharge/discharge of the local ground water could greatly <br /> I ' <br /> I"I :l. modify the Inferred ground water flow direction <br /> The highest on-site 'concentrations tof dissolved MTBE were detected in the'samples i <br /> �I Yj collected in the area of First Zone monitoring wells MW-2, MW-6, MW-7A and extraction I n <br /> well EW-1 at concentrations as high as 74,000 µg11 Lower concentrations of on-site MTBE G <br /> I were detected in water samples from First and Second Zone monitoring wells MW'1,MW-3, <br /> MW-4, MW-7 (B-C), 'MW-8 (A-C) and MW-9 (A-B), generally,! significant MTBE ,; <br /> I , <br /> o I I decreases were reportod In wells MW-1', MW-2, MW-3 and MW-6 (Figures 8 and 9, <br /> 4 Table 3) <br /> • Lower concentrations of off-site MTBE were (detected in!water samples from First and N ' <br /> ' Second Zone monitoring wells MW-10A,MW-fl(A-C),MW-12 land MW-13(A-B) <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 /> i PCE and/or TCE concentrnwere detected in 41 of 47'ground water monitohng wells <br /> located in Flrst'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 I <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 2,700 µg/1, k' <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 /> J I <br /> ' facility located immediately east of the Rainwater Car Wash ' {l ' ' <br /> Low concentrations of TPH-d,were detected at various wells during this ground water <br /> ' I monitonng lAGE suspect's that most of the detected TPH-d chromatogram may be due ` <br /> I l to the abundance of PCE/TCE peaks detected in the sample chromatograms and/or gasoline <br /> I <br /> a i interference ,i1L ,o <br /> t <br /> 7.0 I,I„RECOMMENDATIONS <br /> „! I Based upon data collected from the,site, AGE recommends <br /> II4 'I IIS I n I I I I <br /> Advanced GeoEnvironmental,Inc „ <br /> l <br /> I <br /> i i <br /> ilir <br /> ' 7I I II I If I,'y � f I IV S I I II IFI <br />
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