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ARCHIVED REPORTS XR0010973
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544728
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ARCHIVED REPORTS XR0010973
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Entry Properties
Last modified
8/1/2019 5:19:38 PM
Creation date
8/1/2019 4:44:27 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010973
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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i <br /> � p <br /> M <br /> 24 January 2006 <br /> '`=? AGE-NC Project No. 97-0360 ' <br /> Page 2 of 4 <br /> containing 0.5 ml 18% hydrochloric acid solution as a sample preservative, and into one 1-liter <br /> �. a <br /> amber bottle without preservative. After collection, the samples were properly labeled,placed in a <br /> chilled container, and transported under chain of custody to Cal Tech Environmental Laboratories <br /> - (CTEL), a California Department of Health Services (DHS)-certifted analytical laboratory. The <br /> samples were analyzed for. <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) and diesel (TPH-d) in <br /> accordance with EPA Method 8015M; and <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 /> amyl methyl ether (TAME), tertiary-butyl alcohol (TBA), 1,2-dibromoethane (EDB), and <br /> 1,2-dichloroethane (1,2-DCA) in accordance with EPA Method 8260B. <br /> E; <br /> 3.0. FINDINGS <br /> Ground water elevation, flow direction, and gradient were determined from field data collected on <br /> 01 September 2005. The hydrocarbon-impact to groundwater was quantified from laboratory <br /> analysis of the ground water samples. <br /> V! <br /> {{ j <br /> 3.1. GROUND WATER GRADIENT AND FLOW DIRECTION <br /> FJ <br /> At the time of the September 2005 sampling event,depths to ground water in wells MW-1 through <br /> ,l <br /> MW-5 and EW-1 ranged from 7.10 feet(EW-1)to 9.45 feet(MW-2)belowthe well heads.Average <br /> F; <br /> ground water elevation at the site(excluding MW-2)was approximately 3.99 feet above mean sea <br /> level(MSL;Table 1). Ground water elevations at the site increased an average of 1.90 feet since the <br /> June 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 <br /> be flowing toward the southwest at a gradient of approximately 0.005 foot/foot (ft/ft). Figure 3 <br /> illustrates the contoured ground water elevations as measured on 01 September 2005. <br /> 3.2. ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> No analytes were detected at or above Iaboratory reporting limits in any of the ground water samples <br /> Advanced GeoEnvironmento],Inc. <br /> I <br /> :i <br />
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