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2900 - Site Mitigation Program
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PR0009019
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Last modified
6/18/2019 1:46:14 PM
Creation date
6/18/2019 1:33:37 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009019
PE
2954
FACILITY_ID
FA0004085
FACILITY_NAME
LLNL-SITE 300
STREET_NUMBER
0
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
01
SITE_LOCATION
CORRAL HOLLOW RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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i <br /> shallow aquifer downgradient of the pit now contains TCE (see the section on the <br /> Landfill Pit 6 Investigation). LLNL plans to complete a remedial investigation- <br /> feasibility study(RDFS)at Pit 6 by September 1989 that includes the following steps: <br /> 1. Install a piezometer on the southwest side of the pit to verify the direction of <br /> ground water flow along the pit's southwest margin (June 1988). <br /> 2. Determine the permeability of the material covering the landfill (July <br /> 1988). <br /> 3. Investigate the source and method of transport of TCE in ground water <br /> downgradient of the pit(September 1988). <br /> 4. Complete a feasibility study for remediation of the TCE (September 1989). <br /> Y <br /> PiwRdure <br /> A piezometer will be installed using the well construction methods described <br /> in the work plan submitted previously. The permeability of the cover material will <br /> be determined by conducting appropriate field tests on undisturbed material. We <br /> will drill exploratory borings to collect soil samples for VOC analysis to determine <br /> if a local spill may be the source of the TCE. Some of these borings may be <br /> converted to ground water monitoring wells to determine the extent of TCE in <br /> ground water. Based on the results of the above investigation, engineering field <br /> studies will be conducted to evaluate remedial action alternatives. <br /> The time line from the November 17, 1987, work plan has been modified to <br /> reflect the changes in Task 12, and is presented here as Table 1. <br /> 2 <br /> I <br />
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