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ARCHIVED REPORTS XR0010942
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544728
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ARCHIVED REPORTS XR0010942
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Entry Properties
Last modified
8/1/2019 5:17:54 PM
Creation date
8/1/2019 4:43:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010942
RECORD_ID
PR0544728
PE
3528
FACILITY_ID
FA0003802
FACILITY_NAME
ACCURATE DELIVERY SYSTEMS
STREET_NUMBER
355
STREET_NAME
ENTERPRISE
STREET_TYPE
PL
City
TRACY
Zip
95304
APN
21221008
CURRENT_STATUS
02
SITE_LOCATION
355 ENTERPRISE PL
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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.-: 29 July 2.002 <br /> AGE-NC Project No. 97-0360 <br /> Page 2of3 <br /> sample preservative and into one 1-liter amber bottle without sample preservative.After collection, <br /> the samples were.properly labeled, placed in a chilled container and transported under chain-of- <br /> custody to Cal Tech Environmental Laboratories (CTEL), a.California Department of Health <br /> Services-certified laboratory. The samples were analyzed for: <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) and diesel (TPH-d) in <br /> i accordance with EPA Method 8015 Modified; <br /> • Benzene, toluene, ethylbenzene and total xylenes (BTEX) and methyl tertiary-butyl ether <br /> (MTBE) in accordance with EPA Method 8 02 1; and <br /> i <br /> ' Fuel additives including MTBE,di-isopropyl ether IPE ethyl tertiary-butyl ether ETBE , <br /> - g (DIPE), Y ( ) <br /> tertiary-amyl methyl ether(TAME),tertiary butanol(TBA), ethylene dibromide(EDB) and <br /> 1,2-dichloroethane (1,2-DCA) in accordance with EPA Method 8260B. <br /> 3.0. FINDINGS <br /> I ! <br /> Groundwater elevation, flow direction, and gradient were determined from field data collected on <br /> 13 May 2002;the contaminant impact groundwater was quantified by the laboratory analytical data. <br /> I <br /> ' 3.1. GROUND WATER GRADIENT AND FLOW DIRECTION <br /> I At the time of the May 2002 sampling event,depths to ground water in wells MW 1 through MW5 <br /> and EWl ranged from 7.89 feet to 9.42 feet below the well heads. Ground water elevations at the <br /> site ranged from 2.98 feet above mean sea level (MSL) in well MW2 to 3.22 feet above MSL in <br /> well MW4 (Table 1). <br /> The ground water flow direction was inferred using ground water elevation data from the monitoring <br /> wells on-site. Well MW2 was not used in ground water flow direction or gradient determination <br /> because it is screened at a deeper interval than the other wells.The flow direction was inferred to be <br /> toward the east-southeast at a gradient of 0.0006 feetifeet.Figure 3 illustrates the contoured ground <br /> water elevations as measured on 13 May 2002. <br /> 3.2. ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> TPH-g was detected in the ground water samples collected from wells MWl and EW1 at <br /> concentrations of 110 micrograms per liter(µg/1)and 100µg/l,respectively.No other analytes were <br /> detected at or above laboratory reporting limits in the ground water samples. <br /> Advanced GeoEnvironmental,Inc. <br />
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