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ARCHIVED REPORTS_XR0005018
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2900 - Site Mitigation Program
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PR0507952
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ARCHIVED REPORTS_XR0005018
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Entry Properties
Last modified
9/16/2020 2:12:12 AM
Creation date
3/17/2020 2:00:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005018
RECORD_ID
PR0507952
PE
2950
FACILITY_ID
FA0007846
FACILITY_NAME
OLYMPIAN CFN
STREET_NUMBER
983
STREET_NAME
MOFFAT
STREET_TYPE
BLVD
City
MANTECA
Zip
95336
APN
22115006
CURRENT_STATUS
01
SITE_LOCATION
983 MOFFAT BLVD
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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1 <br /> r09 October 2000 <br /> AGE-NC Project No. 98-0432 <br /> ' Page 2 of 3 <br /> ' as a sample preservative and into one 1-liter amber bottle without preservative.After collection,the <br /> samples were labeled and placed in a chilled container for transportation under chain-of-custody to <br /> McCampbell Analytical Laboratory(MAI)in Pacheco,California,a State of California Department <br /> ' of Health Services (DHS) Laboratory. Each sample was analyzed for: <br /> • Total petroleum hydrocarbons quantified as gasoline and diesel (TPH-g and TPH-d) in <br /> ' accordance with EPA Method 8015 Modified, <br /> • Volatile aromatic compounds: benzene,toluene,ethyl-benzene and total xylenes(BTE&X) <br /> with methyl tertiary-butyl ether (MTBE) in accordance with EPA Method 8020, <br /> • Fuel oxygenating compounds including di-isopropyl ether(DIPS),ethyl tertiary-butyl ether <br /> (ETBE),ethanol,MTBE,tertiary-amyl methyl ether(TAME)and tertiary-butanol (TBA)in <br /> ' accordance with EPA Method 8260 Modified. <br /> 3.0. FINDINGS <br /> 3.1. GROUND WATER ELEVATION, FLOW DIRECTION AND GRADIENT <br /> Depth to ground water at the site ranged from 15.92 to 16.80 feet below the well casing tops. The <br /> ' ground water elevation in each well was calculated from these data. The ground water elevations at <br /> the site ranged from 21.08 feet to 21.32 feet above mean sea level (Table 1). Contours of the ground <br /> water elevation data indicate that the ground water flow is directed toward the north-northeast away <br /> ' from the former diesel UST area at 0.01 feet/feet(52.8 feet mile). Figure 3 illustrates the contoured <br /> ground water elevations. <br /> 3.2. GROUND WATER ANALYTICAL RESULTS <br /> ' TPH-g was detected in ground water samples MW-1 and MW-2 at.590 micrograms per liter(gg/1) <br /> and 54 pg/l,respectively. In addition,TPH-d was detected in both these samples at 140 µg/l and 170 <br /> ' µg/l, respectively. <br /> Xylenes were detected in MW-1 at 8.2 µg11.No BTE&X compounds were detected in the remaining <br /> samples. _ <br /> MTBE was detected in samples MW-1; MW-2 and MW-3 utilizing EPA method '8020 at <br /> ' concentrations of 22,000 pg/l, 1,800 µg11 and 190 µg11, respectively. These concentrations were <br /> . requantified by EPA method 8260m at 26,000 µg/1,2;100 µg11 and 220 µg/l, respectively.No other <br /> fuel oxygenates were detected above detection limits in the four samples. <br /> ' Advanced GeoLnvironmental,[nc. <br /> 1 <br />
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