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ARCHIVED REPORTS XR0010938
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544728
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ARCHIVED REPORTS XR0010938
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Entry Properties
Last modified
8/1/2019 5:26:49 PM
Creation date
8/1/2019 4:42:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010938
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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r` 07 April 2003 <br /> AGE-NC Project No. 97-0360 <br /> I Page 2 of 4 <br /> i <br /> collection, the samples were properly labeled, placed in a chilled container and transported under <br /> chain-of custody to Cal Tech Environmental Laboratories (CTEL), a California Department of <br /> Health Services-certified laboratory. The samples were analyzed for: <br /> Total petroleum hydrocarbons quantified as gasoline (TPH-g) and diesel (TPH-d) in <br /> • accordance with EPA Method 8015-modified; <br /> Benzene,toluene, ethylbenzene and total xylenes(BTE&X) and methyl tertiary-butyl ether <br /> (MTBE) in accordance with EPA Method 8021; and <br /> • Fuel additives including MTBE,di-isopropyl ether(RIPE),ethyl tertiary-butyl ether(ETBE), <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 /> Ground water elevation, flow direction, and gradient were determined from field data collected on <br /> 19 November 2002. The hydrocarbons-impact to ground water was quantified from the laboratory <br /> analysis of the ground water samples. <br /> 3.1. GROUNDWATER GRADIENT AND FLOW DIRECTION <br /> 4,5 l�r�lq'S <br /> At the time of the November 2002 sampling vent,depths to ground water in wells MW 1 through <br /> MWS and EWl ranged from 7.40 feet to 8.7 feet-below the well heads. Ground water elevations <br /> at the site ranged from 3.55 feet above mean sea level(MSL)in well MW4 to 3.74 feet above MSL <br /> in well MW5 (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 north at a gradient of 0.002 feet/feet. Figure 3 illustrates the contoured ground water <br /> elevations as measured on 19 November 2002. <br /> 3.2. ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> TPH-g was only detected in the ground water sample collected from well EW1 at a concentration <br /> of 160 micrograms per liter (�Lg/l) TPH-d was also only detected in the sample from EW 1 at a <br /> Advanced GevEnvironmental,Inc. <br />
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