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ARCHIVED REPORTS XR0012753
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0502410
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ARCHIVED REPORTS XR0012753
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Last modified
11/19/2024 10:19:10 AM
Creation date
9/4/2019 9:11:00 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012753
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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♦ <br /> tank was underlain by an undergrorTid concrete pad, which was not removed during <br /> excavation. Grwridwater was observed in the excavation at a depth of approximately <br /> 6 feet below su.-face during the December 1989 tan];removal activity. <br /> ' PACIFIC installed Groundwater Monitoring Wells U-1 through U-3 on October 24 <br /> and 25, 1990. Selected soil samples were analyzed for total petroleum hydrocarbons <br /> (TPH-gasohne and TPH-diesel), halogenated volatile organics (EPA 8010), and <br /> benzene, 'oluene, ethylbenzene, and total xylenes {BTEX compounds}. The <br /> hydrocarbon concentrations ranged from none-detected to 1,800 ppm TPH-gasoline, <br /> and from none-detected to 710 ppm TPH-diesel at the 5 to 6-1/2 foot interval. The <br /> concentrations attenuate to none-detected at the 10 to 11-1/2 foot interval with the <br /> exception of 3.2 and 5.2 ppm TPH-diesel in Borings U-1 and U-3, respectively. Details <br /> of the first phase of l?ACIFIC's site investigation are described in a Soil and <br /> Groundwater Investigation Report dated February 13, 1991. <br /> _ Static groundwater occurred at a depth of approximately 9-1/2 feet. below grade in <br /> November 1990 with a.calculated northerly flow direction at a gradient of 0.006. <br /> # Groundwater samples were analyzed for TPH-Gasoline, TPH-diesel,BTEX compounds, <br /> and halogenated volatile organics (EPA 624). Samples obtained from Wells U-1 and <br /> ^ U-2 contained 140 ppb and 670 ppb gasoline, respectively. Wells U-3 and WSW-1 <br /> contained no detectable concentrations of any of the analyzed compounds. Diesel was <br /> not detected in an of the wells sam led <br /> � y P <br /> 1.2 Regional Hydrogeology <br /> i . <br /> F The site lies at an elevation of approximately 47 feet above mean sea level and is <br /> located in San Joaquin County, in the northern portion of the San Joaquin Valley. The <br /> San Joaquin Valley is a broad, alluvium-filled basin bounded to the east by the Sierra <br /> Nevada Mountain Range and to the west by the Coast Ranges. The total thickness of <br /> ,-" alluvial till in the valley is estimated to be thousands of feet. The alluvial sediments <br /> generally consist of poorly sorted silt and fine sand Mih less extensive lenses of medium <br /> to coarse-;rained sand and gravel. Quaternary lacustrine deposits also occur in the <br /> central and westernportions of the valley, and consist of clay, silt, and sand. <br /> In the v]ciniry of the site, surficial deposits are characterized as distal alluvial fan and <br /> flood plain deposits. These deposits generally are less than 10 feet thick and consist of <br /> silts, fine sands, and less extensive coarse sand and ;ravel lenses. Underlying deposits <br /> are referred to as older, alluvium and reach a thickness of up to 400 feet. These <br /> deposits consist of interbedded clay, silt, sand. and gravel. Geomorphology and <br /> � . . <br /> regional drainage patterns suggest a northerly direction of grrundwater clow. <br /> 3100101/REPORT-- ? September 30, 1191 <br /> u <br />
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