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ARCHIVED REPORTS_XR0006946
Environmental Health - Public
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2900 - Site Mitigation Program
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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
Fields
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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k E ' <br /> le , <br /> r06 December 2002 <br /> AGE-NC Project No 97-0333 ! <br /> r Page 6 of 9 <br /> n <br /> r35 FINDINGS' <br /> Ground water elevation, flow direction and gradient were determined from field data collected on <br /> r 16 August 2002, the contaminant impact to ground water was quantified from the laboratory data <br /> r <br /> r 3 5 1' GROUND WATER ELEVATION AND GRADIENT <br /> 1 <br /> The depths to ground water in wells MW-1 through MW-6 were measured between 20 48 and <br /> r 22 75 feet below the tops of well casings, ground water elevations were calculated to be between <br /> 10 51 (MW-6) and 1149 feet (MW-5) above mean sea level(Figure 3) Ground water elevation at <br /> the site decreased by an average of 3 93 feet between the May 2002 and the August 2002 ground <br /> ' water monitoring events Ground water flow direction for the area bound by wells MW-1 through <br /> MW-6 indicated that local ground water flow direction was radially inward towards the area of wells <br /> EW-1,MW-2 and MW-6 at an approximate gradient of 0 017 ft/ft or less; or approximately 90 feet <br /> rper mile <br /> r 3 5 2 LABORATORY RESULTS OF GROUND WATER SAMPLES <br /> I , <br /> A total of four ground water samples were submitted to Castle Analytical Laboratory (CAL), a <br /> r DHS-certified laboratory,in August 2002 The laboratory analysis detected TPH-g in water samples <br /> collected from wells MW-1, MW-3 and MW-4 at concentrations as,high, as 520 µg/1 (MW-3), <br /> r TPH-d was detected in water samples collected from wells MW-4 and,MW-5 at concentrations as ` <br /> � N I <br /> high as 200 µg/1 (MW-5) , <br /> BTEX constituents were detected in sample MW-4 utillizing EPA Method 8020 at concentrations <br /> r of 9 2 µg/1 benzene, 3 3 µg/1 ethylbenzene and 4 0 µg/l xylenes MTBE was detected by EPA <br /> Method 8020 in the water samples from MW-1,MW-3 acid MW-4 at concentrations as high as 1,300' <br /> µg/l (MW-3) I I , <br /> Uti!lizing EPA Method 8260,MTBE waskdetected from MW-1,MW-3'and MW-4 at concentrations <br /> r as high as 960 µg/1 (MW-3),TAME was detected in samples collected from MW-1 and:MW-3 at <br /> concentrations of 19 µg/1 and 23 µg/1, PCE was detected from wells MW-3,MW-4 and MW-5 at <br /> concentrations as high as 1,500 µg/l (MW-4), and TCE was detected from wells MW-4,and MW-5 <br /> rat concentrations as high as 17 µg/1 (MW-5) <br /> Additional VOCs were detected in samples MW-4 and MW-5, including chloroform;napthalene, <br /> 1,2,4-tnmethylbenzene and 1,3,5-tnmethylbenzene in sample MW-4 and 'chlorobenzene, <br /> k 1`,2-dichlorobenzene, 11,4-dichlorobenzene and 1,2,4-trimethylbenzene in sample MW-5 <br /> F I Advanced GcoEnviron mental,Inc F <br /> , 1 <br /> IrE <br /> 1 ,I , <br />
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