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ARCHIVED REPORTS XR0012676
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544639
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ARCHIVED REPORTS XR0012676
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Entry Properties
Last modified
7/9/2019 5:18:28 PM
Creation date
7/9/2019 3:00:04 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012676
RECORD_ID
PR0544639
PE
3528
FACILITY_ID
FA0005076
FACILITY_NAME
DICKS EXXON
STREET_NUMBER
2360
STREET_NAME
EAST
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23346001
CURRENT_STATUS
02
SITE_LOCATION
2360 EAST ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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r"e <br /> fes= <br /> 1 <br /> r �-r <br /> Perimeter and downgradient of the former gasoline/diesel tack pit(TPI). Soil contamination in <br /> these areas extends vertically to the shallow water table. Vertical rrigration of conn.aminants <br /> appears to have been fairly rapid with Iittle lateral spreading (Figure 5). <br /> f ' <br /> t <br /> .5.2 Groundwater impact <br /> The lateral extent of <br /> groundwater contamination has been defined in most sectors of the site. <br /> Analysis of groundwater samples collected from the monitoring wells,and soil samples collected <br /> from the capillary fringe in the borings and wells, has provided constraints on the limits of <br /> contamination in the following areas: the product line area; the waste oil pit area; and the <br /> western, southern and eastern sides of the gasoline/diesei tank pit ( P1) These appear to <br /> comprise three discrete areas of groundwater contamination <br /> •_ (Figure 5). The downgradient limit <br /> of affected grou:-ldwater emanating from the tank 1pit has not been defined. <br /> bJ <br /> The validity of utilizing, soil samples collected from the capillary fringe as indicators of <br /> g, underlying groundwater contamination is supported by the analytical results of samples collected <br /> from the monitoring wells. Soil samples collected from monitoring wells MWl and MW2 were <br /> found to be significantly impacted, as was groundwater. The soil sample collected from MW3 <br /> contained no detectably contaminants and the groundwater in this well was clean. The lateral <br /> distance of the wells from the source of the leaks (especially MWl) confirm that <br /> the soil <br /> 1r <br /> contamination detected therein is truly,due to capillary phenomena and not simply a result of <br /> Previous vertr�? <br /> P transport. The reasonable inference from the data is that,at this site, capillary <br /> fringe soils serve as reliable indicators of groundwater impact. <br /> The lack of appreciable downgradieiii migration of contaminated groundwater may be due to the <br /> 69 recent vintage of the Ieak combined with the low r-elocity silt/clay aquifer. <br /> lag <br /> f - <br /> 00 <br /> R-012792.LF <br /> i 7 <br /> \r1 <br />
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