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2900 - Site Mitigation Program
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PR0506297
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Entry Properties
Last modified
3/3/2026 2:38:55 PM
Creation date
2/5/2019 5:04:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0506297
PE
2960 - RWQCB LEAD AGENCY CLEAN UP SITE
FACILITY_ID
FA0018711
FACILITY_NAME
OLIN CHLOR ALKALI PRODUCTS
STREET_NUMBER
26700
Direction
S
STREET_NAME
BANTA
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25215008
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
26700 S BANTA RD TRACY 95376
Tags
EHD - Public
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Ms.Devra Lewis • <br /> June 7,2001 <br /> Page 3 <br /> 2.0 SITE CONDITIONS <br /> The Site, which covers approximately 10 acres, is located within the San Joaquin Valley, west of the San <br /> Joaquin River. The Site is bounded on the west by South Banta Road, on the south by agricultural lands, <br /> and by California Northern Railroad Company right-of-way along the northeast property line(Figure 1). <br /> The surrounding area consists primarily of agricultural usage, with some mixed-use light industrial and <br /> residential areas. <br /> 2.1 Regional Geology and Hydrogeology <br /> The Site's location in the San Joaquin Valley overlies recent Quaternary deposits and the Tulare <br /> Formation. Recent Quaternary silt and clay alluvial deposits are predominant in the upper 30 feet of the <br /> subsurface. These shallow subsurface deposits are difficult to distinguish from the underlying deposits of <br /> the Tulare Formation. The Tulare Formation has been divided into Upper, Middle, and Lower Members in <br /> the vicinity of the Site. The Upper Tulare deposits display rapid variation in grain size and consist of <br /> interbedded gravels, sands, silts, and clays. The Upper Tulare reaches a thickness of 200 feet in the <br /> northwest part of the San Joaquin Valley near Tracy and pinches out at both the eastern and western <br /> margins of the valley. The Middle Tulare,which occurs at a depth of approximately 220 bgs, is the very <br /> poorly transmissive Corcoran Clay Member, and is estimated to be 220 to 250 feet thick. The Lower <br /> Tulare Member has not been encountered in any of the recent groundwater investigations conducted in the <br /> Tracy area. The Upper and Lower Members are transmissive zones that are important to the water supply <br /> in the San Joaquin Valley. <br /> Subsurface investigations at DDJC-Tracy have extensively mapped alluvial and fluvial stratigraphy of the <br /> Upper Tulare Member and overlying deposits. The Upper Tulare Member has been divided into four <br /> geologic units,designated"horizons": Above Upper,Upper,Middle, and Lower. For the purposes of this <br /> report the Above Upper sands are included in the Upper Horizon designation. These horizons were <br /> deposited as a result of changes in fluvial flow regime and sediment load over time. The depth, thickness, <br /> and lithology of the horizons vary across the area. The horizons consist of fine-to medium-grained <br /> deposits of sand, and gravel with varying amounts of sand, separated by fine-grained deposits of silt and <br /> clay. <br /> Groundwater elevation maps from the Site and from DDJC-Tracy monitoring data indicate that <br /> groundwater flow is generally north-northeast. Evidence from groundwater elevation data, hydraulic <br /> gradients,and contaminant concentration at DDJC-Tracy indicate that groundwater in the four horizons is <br /> in hydraulic communication between the horizons. The clay layers separating these horizons do not <br /> prevent vertical movement of groundwater. Since September 1992, vertical hydraulic gradients between <br /> the Upper and Middle Horizons have historically been downward;however, vertical gradients between the <br /> Upper and Middle Horizons showed no consistent direction in 1998. <br /> Site Geology and Hydrogeology <br /> There are currently eight groundwater monitoring wells(MW-1,MW-2,MW-3,MW-4,MW-5,MW-6, <br /> MW-7, and MW-8) associated with the Site(Figure 2). The monitoring wells are screened in the Upper <br /> Horizon over the interval from 10 to 30 feet bgs. Monitoring wells MW-1 through MW-4 were installed in <br /> October, 1989. Monitoring wells MW-7 and MW-8 were installed in June 1997. Monitoring wells MW-5 <br /> and MW-6 were installed offsite in the railroad right-of-way in June, 1999. The groundwater gradient at <br /> the Site has historically been to the north-northeast. Depth to groundwater measured in May 2001 ranged <br /> from 12.39 feet bgs in MW-7 to 15.39 feet bgs in MW-3. <br /> HAPioneer-Tracy\WorkPlan200 I\workplan.doc SECOR International Inc. <br />
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