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ARCHIVED REPORTS_XR0006328
Environmental Health - Public
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ARCHIVED REPORTS_XR0006328
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Last modified
9/29/2020 10:17:01 PM
Creation date
8/4/2020 2:25:51 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006328
RECORD_ID
PR0545915
PE
3528
FACILITY_ID
FA0025964
FACILITY_NAME
CONRADY PROPERTY
STREET_NUMBER
1002
Direction
N
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
1002 N YOSEMITE AVE
QC Status
Approved
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LSauers
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EHD - Public
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3.2 Extent of Groundwater Contamination <br /> Although Clearwater Group concluded in 1995 that the extent of groundwater <br /> contamination had been delineated, Clearwater did not include a map of the gasoline plume <br /> in its report Subsequently, however, Clearwater prepared a time-averaged isocontour map <br /> of benzene in groundwater and included it in the Corrective Action Plan We have revised <br /> this map slightly for this report to correct minor errors in the location of some of the wells, <br /> include TPH-g contours, and make the map correspond to a specific date (November 14, <br /> 1996) (Figure 13) We have also prepared an updated version of this map, using data from <br /> the December 7, 1998 sampling event (Figure 14) The decline in the size of the plume is <br /> notable <br /> The historical groundwater monitoring data (Table 3) indicate that gasoline and BTEX <br /> concentrations have fluctuated over time, and that different wells exhibit different trends, <br /> which suggests changes in the size and shape of the plume over time Benzene <br /> concentrations declined overall in MW-2 until early 1996, but since that time the <br /> concentration has remained relatively flat at about 200 parts per billion (Figure 15) A <br /> steadier and more persistent decline has occurred in MW-5 (Figure 16) This accounts for <br /> the smaller size of the plume in Figure 14 in comparison to Figure 13 <br /> 3.3 Hydrogeology <br /> 3.3.1 Hydrogeologic Units <br /> Boring data indicate that there are three hydrogeologic units underlying the site that are <br /> relevant to the distribution of hydrocarbons These units are best illustrated in cross <br /> sectional view (Figures 17 and 1 S) Water-bearing characteristics of these units are <br /> interpreted from their gram size and bedding features, no hydraulic conductivity tests or <br /> aquifer tests have been performed to quantitatively measure these properties <br /> Unit 1 is a silt bed, but it grades from clayey silt in the middle part of the unit to sandy silt <br /> near the base Near the ground surface it has weathered to various shades of brown, but <br /> below a depth of 10 feet it is gray to white in color An aquitard that contains relatively little <br /> water, unit 1 is approximately 23 feet thick but gradually thickens from south to north and <br /> west to east across the site 1t interfingers with and grades downward into unit 2,winch is an <br /> aquifer consisting of very-fine-to-medium-grained sand This unit also thickens slightly <br /> from south to north, but thins very abruptly in an east-west direction(Figure 17) and has an <br /> incised, erosional base These features, and its linear geometry in map view (Figure 19) <br /> imply that this unit is a stream-channel deposit <br /> Hydrogeologic unit 3 is another aquitard This unit was penetrated in four of the monitor <br /> wells (MW-1 through MW-4) and the CPT boning, and the description of the unit varies <br /> from boring to boring In CPTB-7, Clearwater described it as dark green silty clay, in MW- <br /> 4, Clearwater described it as dark olive silt In MW-1 through MW-3,GeoAudit described it <br /> as bluish-gray to greenish-gray clayey silt to sandy silt In CPTB-7, which penetrated the <br /> entire unit, it is 11 feet flick and is underlain by fine-grained sand <br /> 5 <br />
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