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ARCHIVED REPORTS XR0000962
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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B
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BUSINESS LOOP 205
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5157
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3500 - Local Oversight Program
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PR0544135
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ARCHIVED REPORTS XR0000962
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Entry Properties
Last modified
2/12/2019 10:42:38 AM
Creation date
2/12/2019 10:10:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000962
RECORD_ID
PR0544135
PE
3528
FACILITY_ID
FA0005488
FACILITY_NAME
STRONG, RUTH
STREET_NUMBER
5157
Direction
W
STREET_NAME
BUSINESS LOOP 205
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
5157 W BUSINESS LOOP 205
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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t. <br /> .. 02 November 2001 <br /> AGE-NC Project No. 98-0440 <br /> ' Page 2 of 4. ' <br /> ' 2.2• COLLECTION OF GROUND WATER SAMPLES <br /> Water samples were collected -from each purged well .using new disposable plastic bailers <br /> Additionally,water samples were collected from domestic well DW5157 after'tFie well purge valve r F <br /> was opened and water was allowed to run for more thazl 15-Ininutes, allowing the pump to turn.on. <br /> Each water sample was transferred into one I-liter amber bottle without sample preservative'"and into <br />' three•40-m1 VOA vials containing 0.5 ml 18% hydrochloric acid as a sample preservative. After' <br /> collection, the samples were properly labeled, placed in a chilled,container and transported under <br /> chain-of-custody to McCampbell Analytical,Inc.(MAI),a California Department of Health Services. <br />' (DHS)-certified analytical laboratory in Pacheco, California. Each sample was analyzed for: <br /> • Total petroleum hydrocarbons quantified as'gasoline gasoline anal•. diesel(TPH-g and TPH-d,, <br /> respectively) by EPA Methods 8015M/5030I3550; <br /> 'Volatile aromatic compounds'- benzene, toluene, ethyl benzene and xylene (BTEX) with <br /> methyl-tertiary butyl ether(MTBE) by EPA Method 8020. <br />' 3.0. FINDINGS <br /> Ground:water elevation, flow direction, and gradient were determined from field dais collected on <br /> 13 September 2001; the contaminant impact;to ground water was- assessed ;by the laboratory <br /> analytical data. <br /> ' 3.L., GROUND WATER GRADIENT AND FLOW DIRECTION <br /> The elevation of ground water in each well was calculated by subtracting the depth to ground water <br /> from-the surveyed well casing elevations.(Table.1). <br /> Depths'to ground water ranged from 10.54 feet to 11.92 feet below the,well -ng tops.; Ground <br /> water elevations at the site.ranged from,28.51 feet above,mean sea level.(MSL) in,well MW6 to <br /> 29.92 feet above MSL in well MW L Ground water elevations at.the site increased an average of 1.65 <br /> feet betwee'n.the June 2001'and September 2001 sampling events. Ground water levels were within <br /> the screened intervals of all the monitoring wells on-site: : <br /> The'grdund water flow direction was inferredrusing:ground water elevation data. The ground water_ <br /> at the' site on 13 September 2001 was inferred to have been flowing to the north-northeast under an. average hydraulic gradient of 0:009 feet/feet.Figure 4 illustrates the ground water elevation contours. <br /> Advanced GeoEpvironnnentai,Iric. <br />
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