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ARCHIVED REPORTS XR0000927
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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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 XR0000927
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Entry Properties
Last modified
2/12/2019 10:50:10 AM
Creation date
2/12/2019 10:04:51 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000927
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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14. <br /> ' I h <br />' 23 December 2004 u <br /> ,AGE-NC Proj ect No. ,98-0440 <br /> 'Page-2 of 4. <br /> 2.2.'. COLLECTION-OF GROUND WATER SAMPLES <br /> jk <br /> A-water sample was collected from each purged well using a new disposable plastic 'hr.' to • , <br />' u ,1; 14'sample DW5I57 and,DW5055, whose bib was operied.'on'the water storage tank and samples'were <br /> collected from the tank while the pump was operating to obtain a freshwater sample. All 'samplbs <br /> were transferred into 'one -I-liter amber bottle without sample preservative and into three 40-ml <br /> -volatile organic analysis (VOA) vials containing 0.5•ml 18% 'hydrochloric acid as a sa'mp'le:' <br /> :• °-F preservative. After'collection, the samples were properly labeled, placed in a chilled container and , <br /> • ;{ transported under chain of custody to McCampbell Analytical;Inc. (MAI),a California Department . <br /> of Health (DHS)-certified laboratory. Each sample was.anal'YZ <br /> ed,for: ' <br /> ' solie and,qatified• as 'g..Total petroleum, hydrocarbons idiesel'(TPH-g-and..TPH-d, <br /> respectively) by EPA Method 8015M; and <br /> y <br /> r •'` Benzene toluene eth lbenzene and x� lene BTEX and,meth 1-terti but 1 ether MTBE <br /> Y Y � ) Y �'Y Y (MTBE) <br /> by EPA Method 8021, ; <br /> 1 3.0. . FINDINGS ..,. • '• '•�` <br /> Ground water elevation, flow direction, and gradient were determined from field data collected,on <br /> 07-September 2004. The.hydrocarbon-impact, to ,soil and ground water was quantified by,'the <br /> laboratory analytical,data: <br /> ,1 .� . 1 rel, - , ! .- '1 ' - - YI• ' �.. f. <br /> ! 3' `.GROUND WATER GRADIENT AND,FLOW DIRECTION <br /> 1 gr . <br /> Depths to ound water ranged from 11.45 feet to feet below the well casing tops. Ground <br /> I • „ ' I . <br /> r' water elevations�at the site ranged from 27.50 feet.above mean sea level (MSL)'in-well MW-12. <br />' to28:99 feet above MSL in,well,MW 1 Ground?water levels were within the screened intervals of - r' <br /> all,the monitoring wells on-site. y , <br /> The ground water flow direction'was inferred using ground water elevation data. The ground water <br />! at the.site on 07 September 2004 was inferredto be flowing to the•north-northwest under an average <br /> ;gradient,of 0.006 fbot/fb6t`across the area monitored•Figure 3.illustrates the ground water elevation <br /> contours. <br /> .. Advanced.GeoEnvironmenta[,Inc. <br />
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