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2900 - Site Mitigation Program
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PR0502410
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Last modified
11/19/2024 10:20:02 AM
Creation date
9/3/2019 4:50:58 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0502410
PE
2960
FACILITY_ID
FA0005437
FACILITY_NAME
UNOCAL BULK PLANT #0788
STREET_NUMBER
8203
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
25014003
CURRENT_STATUS
01
SITE_LOCATION
8203 W ELEVENTH ST
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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March 18, 1993 <br /> • Page 2 <br /> '110 0 <br /> noted during underground construction in the Southern Pacific right-of-way to the <br /> north of the site. <br /> Geology/Hydrogeology: The site lies at an elevation of approximately 47 feet <br /> above mean sea level (MSL) and is located in San Joaquin County, in the northern <br /> portion of the San Joaquin Valley. The San Joaquin Valley is a broad, alluvium- <br /> filled basin bounded to the east by the Sierra Nevada Mountain Range and to the <br /> west by the Coast Ranges. The total thickness of alluvial fill in the valley is esti- <br /> mated to be thousands of feet. The alluvial sediments generally consist of poorly <br /> sorted silt and fine sand with less extensive lenses of medium- to coarse-grained <br /> sand and gravel. Quaternary lacustrine deposits also occur in the central and <br /> western portions of the valley, and consist of clay, silt, and sand. <br /> In the vicinity of the site, surficial deposits are characterized as distal alluvial fan <br /> and flood plain deposits. These deposits generally are less than 10 feet thick and <br /> consist of silts;fine sands, and less extensive coarse sand and gravel lenses. <br /> Underlying deposits are referred to as older alluvium and reach a thickness of up <br /> to 400 feet. These deposits consist of interbedded clay, silt, sand, and gravel. <br /> Geomorphology and regional drainage patterns suggest a northerly direction of <br /> groundwater flow. <br /> Site Investigations: A partially buried 5,000-gallon tank was removed from the <br /> southwestern portion of the site on December 13, 1989. The tank was primarily <br /> used for transmission fluid storage,but it had also been used to contain heating oil <br /> in the past. The transmission fluid tank was underlain by an underground concrete <br /> pad,which was not removed during excavation. Analytical results indicated that <br /> low levels of petroleum hydrocarbons remained in the soils adjacent to the <br /> excavation. Details of the excavation of this tank are described in a PACIFIC <br /> letter to Unocal dated March 20, 1990. <br /> PACIFIC installed groundwater monitoring Wells U-1 through U-3 on October 24 <br /> and 25, 1990. Details of this phase of investigationare described in PACIFICs <br /> Soil and Groundwater Investigation Report dated February 13, 1991. <br /> PACIFIC installed groundwater monitoring Wells U-4 through U-6, and <br /> exploratory soil Borings U-A through U-C, on May 9, 1991. Details of this inves- <br /> tigation are described in PACIFICs Soil and Groundwater Investigation Report <br /> dated September 30, 1991. <br /> On March 10 through 12, 1991, PACIFIC installed groundwater monitoring <br /> Wells U-7 through U-10. Details of this investigation are described in PACIFICs <br /> Soil and Groundwater Investigation Report dated June 11, 1992. <br /> 3100104/1anP <br />
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