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ARCHIVED REPORTS XR0010975
Environmental Health - Public
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0544728
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ARCHIVED REPORTS XR0010975
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Entry Properties
Last modified
8/1/2019 5:09:46 PM
Creation date
8/1/2019 4:44:45 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010975
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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h <br /> w <br /> 10 January 2006 <br /> AGE-NC Project No. 97-0360 <br /> Page 2 of 4 E <br /> 1-liter amber bottle without preservative.After collection,the samples were properly labeled,placed <br /> in a chilled container, and transported under chain of custody to Cal Tech Environmental <br /> Laboratories (CTEL), a California Department of Health Services (DHS)-certified analytical <br /> laboratory. The samples were analyzed for: <br /> Total petroleum hydrocarbons quantified as gasoline (TPH-g) and diesel (TPH-d) in <br /> � <br /> accordance with EPA Method 8015M; and F <br /> • Benzene,toluene,ethylbenzene,and total xylenes(BTEX}and fuel additives methyl tertiary- <br /> ,:.:. butyl ether(MTBE), di-isopropyl ether (DIPE), ethyl tertiary-butyl ether (ETBE), tertiary- <br /> jamyl methyl ether (TAME), tertiary-butyl alcohol (TBA), 1,2-dibromoethane {EDB}, and <br /> 1,2-dichloroethane (1,2-DCA) in accordance with EPA Method 8260.B. <br /> l' <br /> 3.0. FINDINGS <br /> Ground water elevation, flow direction, and gradient were determined from field data collected on <br /> 24 June 2005. The hydrocarbon-impact to ground water was quantified from laboratory analysis of <br /> the ground water samples. <br /> { 3.1. GROUND WATER GRADIENT AND FLOW DIRECTION <br /> ;1 <br /> At the time of the June 2005 sampling event,depths to ground water in wells MW-1 through MW-5 <br /> and EW-1 ranged from 7.53 feet(MW-2)to 9.53 feet(MW-3)below the wellheads.Average ground <br /> water elevation at the site (excluding MW-2 and EW-1) was approximately 2.90 feet above mean <br /> sea level(MSL;Table 1). Ground water elevations at the site increased an average of 1.93 feet since <br /> the February 2005 monitoring event. <br /> The ground water flow direction was inferred using ground water elevation data from the monitoring <br /> wells on-site. Well MW-2 was not used to determine ground water flow direction or gradient <br /> because it is screened at a deeper interval than the other wells. Ground water flow was inferred to �r <br /> be flowing toward the southeast at a gradient of approximately 0.003 foot/foot (ft/ft). Figure 3 fr <br /> illustrates the contoured ground water elevations as measured on 24 June 2005. <br /> 3.2. ANALYTICAL RESULTS OF GROUND WATER SAMPLESs <br /> 3 No analytes were detected at or above laboratory reporting limits in any of the ground water samples <br /> collected and analyzed this quarter. The analytical results of ground water samples are summarized -' <br /> Advanced GeoEnvironmental,Inc. <br /> :1 <br /> !a <br />
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