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ARCHIVED REPORTS XR0000966
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 XR0000966
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Entry Properties
Last modified
2/12/2019 11:01:16 AM
Creation date
2/12/2019 10:11:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000966
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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75. h �':a.-. »... 'aY%a s <�.•.<:G.. :i'. S'. ?'. .2 .a.C'�r...3 F a.',-[Y '•1:...t,-�h <br /> • <br /> • r r • r n <br />' 7. <br /> 29 Septembei-:2000 <br /> • ;AGE-NC''Pr'oj'ect No. 99-0657` <br /> Page 2 of 4 j . <br />' Analytical, Inc. (MAI);'a California.Department'of-Health Services.(DHS)-certified analytical <br /> laboratory in Pacheco, California.'Each sample`was.analyzed for: <br /> ' Total petroleum hydrocarbons .• - . <br /> I ' ` • � ��` � .quantified as gasoline' and diesel.{TPH-g and TPI3-d, .� <br /> r respectively) by EPA Methods 8015M/3550/5030; <br /> Volatile'aromatic.compounds: benzene; toluene;'ethyl benzene and xylene (BTE&X)with <br /> methyl-tertiary butyl ether (MTBE) by EPA,Method 8020; <br /> 3A: FINDINGS' <br />' 3.1. 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 /> I from the surveyed well casing elevations (Table.1). . ; <br /> Depths to groundwater ranged from.11.85 feet.to 12.68 feet below the well casing tops. Ground <br /> water elevations at the site ranged from 27.62 feet above mean sea level (MSL) in_well MW3 to <br /> 28.61 feet above MSL;-in well MW 1: <br /> IThe ground water flow, direction was calculated using ground water elevation data.The ground water ' <br /> at the site is-flowing to"the north-northwest'with an average.hydraulic gradient of 0.008 feet/feet. <br /> I r <br /> Figure 3 illustrates,the ground water•elevation contours <br /> 3.2. GROUNDWATER ANALYTICAL.RESULTS " <br /> • .TPH=g wa only detected•iri the water samples collected'from monitoring r`niells MW-5,and MW-6 ; <br /> at concentrations.'of 11;000 mic'rograms per liter (µg/l)`and 5,100:'4g/l,'respectively. TPH-d was <br /> detected in the wafersamples collected from monitoring.wells MW 1,MW-2-'MW-5 and MW-6 at <br /> concentrations as'high as 3;600 p g/1 in MW-6.` <br /> Benzene was detected in.samples MW-2 and_MW=S at'7.7 µg/1 and 690 µg/1; respectively,. The <br /> remaining;BTE&X compounds �wdre only detected in samples MW-2, -MW-5 .and 'MW-6 at <br /> conceritrationsrranging from below.detectable limits (toluene and xylenes.iniMW 2) to 1;300 µg/l . <br /> of xylenes in MW-5.'MTBE'was riot;detected'abovelaboratory reporting limits in any of the ground <br /> Is e ted and analyzed'water, amples'collec <br /> .r I.. <br /> G Advanced GeoEnvironmental,Inc. <br />
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