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ARCHIVED REPORTS_XR0002669
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545259
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ARCHIVED REPORTS_XR0002669
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Last modified
1/31/2020 5:11:03 PM
Creation date
1/31/2020 3:30:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002669
RECORD_ID
PR0545259
PE
3528
FACILITY_ID
FA0004966
FACILITY_NAME
CHEVRON USA (INACT)
STREET_NUMBER
45
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95204
APN
12707037
CURRENT_STATUS
02
SITE_LOCATION
45 E HARDING WAY
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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s1 } <br /> southwest The Santa Clara Valley is a large structural depression and the valley floor consists <br /> mainly of unconsolidated alluvial and fluvial deposits from the adjacent mountains. Thesite geology <br /> is consistent with that of the surrounding valley, with surface elevation contours sloping to the north <br /> at an approximate grade of 0.005. <br /> 5. The upper 3.5 to 8 feet of soils consists of silty clay, underlain by a 3.5 to 7.5 foot thick zone of <br /> sandy silty to silty sand with occasional clay interbeds. An interbedded clay layer is present at a <br /> depth from 12 to 15 feet bgs, and ranges in thickness from 2 to 5 feet. The interbedded clay layer <br /> separates two saturated permeable zones of the A-level agifer. The A-level aquifer is unconfined <br /> and ranges from 7 to 10 feet thick. Fifty feet of clay with occasional thin silt and sand interbeds <br /> separate the A Level aquifer from the underlying B-level aquifer. Groundwater elevations in the B- <br /> level aquifer are consistently higher thart lev-4tions measured in the A-level aquifer. This indicates <br /> an upward vertical hydraulic Zradient between the A- and B-level aquifers. Normal groundwater <br /> flow is to the northwest at a gradient from 0.002 to 0.004 ft/ft. <br /> 6. Water is not withdrawn from the shallow alluvium for any use other than VOC removal and <br /> monitoring at or in the vicinity of the Site. One active domestic well has been documented within <br /> a 1-mile radius of the site. This well penetrates to 85 feet or deeper and is located approximately <br /> 5,000 feet away at an angle of 30 degrees east of the predominant local groundwater flow direction <br /> SITE 1NVESTIGATI NS <br /> 7. On August 15, 1984, a leak developed in the piping which transported TCA from an outside storage <br /> tank to a degreasing area inside the building. Approximately 10 to 20 gallons of TCA was spilled <br /> on the ground just outside the building. On the same day, Varian excavated approximately 22 cubic <br /> feet of soil containing visual evidence of TCA. Based on analyses of soil samples collected from <br /> the sides of the excavation, Varian excavated an additional 13 cubic feet of soil on October 10, <br /> 1984. <br /> 8 From January to August 1986, Varian conducted soil and groundwater investigations at the site <br /> Varian installed ten soil borings and ten monitoring wells TCA was found in groundwater in <br /> concentrations up to 11,000 parts per billion (ppb) <br /> 9 The maximum concentrations of VOCs detected on-site in groundwater have been TCA at 11,000 s <br /> ug/l, I,l-DCE at 53 ug/l, and 1,1-DCA at 54 ug/l. All these wells are completed in the shallow <br /> aquifer <br /> 10 Varian has currently identified one shallow-groundwater pollutant plume A small TCA plume <br /> extends northeastward from the source area to the northeast edge of the property boundary TCA <br /> has not been detected at concentrations above the 200 ug/l State and Federal maximum contaminant <br /> level (MCL) at wells north of the property boundary Current monitoring results show the plume <br /> still to be present and moving slowly towards the downgradient site boundary The extent of the <br /> TCA plume and existing wells are shown on Figure 2 <br /> 12 Sample results from monitoring well E-13 show DCE and DCA concentrations consistently above <br /> State and Federal MCLS <br /> 2 <br />
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