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PR0545693
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Last modified
5/27/2020 12:26:26 PM
Creation date
5/27/2020 11:57:12 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0545693
PE
3528
FACILITY_ID
FA0005746
FACILITY_NAME
TRACY GARBAGE SERVICE
STREET_NUMBER
99
STREET_NAME
SIXTH
STREET_TYPE
ST
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
99 SIXTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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, � v <br /> 4.1 Subsurface Conditions <br /> Borings were advanced to a maximum depth of 26.5 feet into native soil. Sandy silt underlies <br /> the asphalt road surface and underlying road gravel and thin fill soil to depths of about 12 to 15 <br /> feet. Interbedded sand, clayey sand, and sandy silt occur from depths of about 15 feet to 25 feet <br /> and these show vertical and lateral variability under the site (see Figures 2, 3 and 4 and <br /> Exploratory Boring Logs). The aquifer strata are composed of sand and silty sand that may <br /> contain sandy clay interbeds. Groundwater was encountered in the shallow aquifer at depths of <br /> about 12 to 14 feet below grade in each boring, and appeared to be unconfined. Some <br /> contaminant staining and soil vapor was present at MW-2 near the capillary fringe and/or <br /> approximate occurrence of groundwater. A summary of the groundwater monitoring well <br /> information is presented in the table below. <br /> Table 2. Groundwater Data in Monitoring Wells, December 19,2008 <br /> Well Number Depth to Top of Casing Groundwater Comments <br /> Groundwater(ft) Elevation(ft) Elevation(ft) <br /> MW-1 15.56 60.46 44.90 None <br /> N1W-2 16.36 61.07 44.71 None <br /> MW-3 16.64 61.15 44.51 None <br /> City of Tracy surveyed Top of Casing elevations in feet,NGVD. <br /> On the basis of the dissolved contaminant distribution from the 2003 study, the groundwater <br /> flow direction was inferred to be northerly. The initial groundwater monitoring wells elevation <br /> contour plot shows a northwesterly flow direction at a calculated gradient of 0.008. <br /> 5.0 Results and Discussion <br /> Soil sample MW-1 at 16.5 feet (upgradient of the former UST locations) showed 8.5 milligrams <br /> per kilogram (Mg/kg) TPHD. The soil chemical analysis from MW-2 at 16.5 feet showed that <br /> TPHD was detected at 4300 Mg/kg and TPHG at 220 Mg/kg. Very low levels of volatile organic <br /> compounds interpreted as related to fuels were also present in the MW-2 at 16.5' sample. The <br /> remaining soil samples did not reveal TPHG, TPHD, BTEX or MTBE or related oxygenates <br /> contaminants (see Figures 3,4 and 5 and Table 3). <br /> Groundwater samples showed 1300 Ug/l TPHD in MW-2. TPHG, BTEX or MTBE or related <br /> oxygenates were not detected in any sample (see Table 4). Dichlorodifluoromethane and <br /> Chloroform were detected at very low concentrations in all wells. <br /> Samples collected in 2003 in the former underground storage tank pits showed dissolved <br /> concentrations collected in temporarily cased boreholes of 34,000 Ug/l TPHG and 750,000 Ug/1 <br /> TPHD in B-3 (MW-2 is positioned within several feet of B-3 and down gradient of one of the <br /> former UST locations). <br />
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