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3500 - Local Oversight Program
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PR0545735
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Last modified
6/5/2020 2:08:41 PM
Creation date
6/5/2020 1:59:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545735
PE
3528
FACILITY_ID
FA0003502
FACILITY_NAME
TRACY CITY PUBLIC WORKS
STREET_NUMBER
560
Direction
S
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95376
APN
23515006
CURRENT_STATUS
02
SITE_LOCATION
560 S TRACY BLVD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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underlain by sand and silty sand. A stratum of varying silt and clay content occurs frorn depths <br /> of about 25 to 30 .feet that in turn is underlain by sandy strata. Sand, silt and clay strata may <br /> occur contained within any of the aforementioned strata(see Figures 1, 2, 3 and 4). Stained soil <br /> and petroleum vapor was observed in B-8,B-10,B-11,B-127 MW-1, MW-2, andMW-3. <br /> Groundwater occurs at depths of about 14 to 15 feet and appeased to be'Kunconfined. <br /> Contaminant stain and vapor was observed in B-8, B-10, B=1.1 and B-1.2, and sheen and separate <br /> phase product was present in the water at B-1 I and :B-12 and MW-1. Groundwater monitoring <br /> wells were installed to depths of 25 feet at the approved locations. A groundwater contour <br /> elevation flow plot is presented in.Figure 5. Groundwater was plotted flowing to the north and <br /> northeast at a calculated gradient of 0.001 <br /> Table I. Monitoring Well Groundwater Data,February 12,x001 <br /> Monitoring Depth to Groundwater Top of Casing Groundwater Comments <br /> Well Number from Top of.Casi.n 13 Elevation(ft Elevation ft <br /> i <br /> Mw-1 14.23 57.77 I 43.54 Sheen on water <br /> MW72 14.50 57.98 43.48 Sheen on water <br /> M.W-3 t4.3'1 57.31 43.00 None <br /> MWA 14,56 58.48 43.92 None <br /> Monitoring Wetl Casing elevations surveyed to NGVD by City of Tracy. <br /> 10.0 results and Discussion <br /> Previous subsurface data from the 2003 study showed petroleum contaminants in the arca of the <br /> former-tank pit and north of the.Boyd office building (Borings B-1 through. B-6). What was <br /> analyzed as "bunker oil" was present in. those borings. The dissolved groundwater data Iron) <br /> 2003 and 2008 is plotted on Figure I; on the basis of that data contaminant plume appeared to 1 <br /> have moved north from the tank pit. MTBE was observed at B-3 at the UST pit and at B-5 north <br /> of the office building, ":Bunker oil" was observed at B-1, 13-2, B-3, B-5 and B-6. The <br /> occurrence of the "buriker oil" appeared anomalous since "bunker oil" had not been stored in <br /> USTs, and initially attributed to historic railroad use of the property. <br /> 10.1 GeoProbe Soil and Groundwater Data <br /> GeoProbe data showed TPED was detected in soil with the highest concentrations Between 440 <br /> to 7,400 .milligrams per kilogram (Mg/kg) in Borings B-8; B-1.0, :13-11 and B-1.2. ` PHG was <br /> detected in soil with the highest. concentrations between 4.8 to 330 indligratns per kilogram <br /> (Mg/kg) in Borings B-8, B-10, B-1.1 and B-12. The highest eoncentrations of TPHG and TPHD <br /> appeared to occur near the capillary fringe/ first occurrence of groundwater BTEX, MTBE and <br /> related fuel oxygenates were not detected in the soil samples (see Figures 2 through 7 and Tables <br /> 2, 3 and 4). <br /> Page 7 of 14 <br />
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