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ARCHIVED REPORTS XR0010935
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544728
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ARCHIVED REPORTS XR0010935
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Entry Properties
Last modified
8/1/2019 5:24:16 PM
Creation date
8/1/2019 4:42:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010935
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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---------------- <br /> i <br /> 16 September 2003 <br /> AGE-NC Project No. 97-0360 <br /> f, Page 2 of 3 <br /> preservative. After collection, the samples were properly labeled,placed in a chilled container and <br /> transported under chain-of-custody to Cal Tech Environmental Laboratories (CTEL), a California <br /> Department of 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 (BTEX) and methyl tertiary-butyl ether <br /> (MTBE) in accordance with EPA Method 8021; and <br /> Fuel additives includin MTBE, <br /> di-isopropyl ether(DIPE)�ethYlteWa ry-butYl ether(ETBE <br /> ), <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 /> 30 May 2003.The hydrocarbons-impact to groundwater was quantified from the laboratory analysis <br /> of the ground water samples. <br /> 3.1. GROUND WATER GRADIENT AND FLOW DIRECTION <br /> At the time of the May 2003 sampling event, depths to ground water in wells MW 1 through MW5 <br /> and EWl ranged from 7.35 feet.to 8.79 feet below the well heads.Average ground water elevation <br /> at the site(excluding MW2)was approximately 3.74 feet above mean sea level (MSL), showing a <br /> decrease of approximately 0.48 feet since the last monitoring event in March 2003 (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 very flat gradient of 0.0006 fect/feet. Figure 3 illustrates the contoured ground <br /> water elevations. <br /> 3.2. ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> No analytes were detected at or above laboratory reporting limits in any of the groundwater samples <br /> analyzed.The analytical results of groundwater samples are summarized on Table 2.The laboratory <br /> Advanced GeoEnvironmentaI,Inc. <br />
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