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2900 - Site Mitigation Program
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PR0009019
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WORK PLANS
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Last modified
6/18/2019 1:46:14 PM
Creation date
6/18/2019 1:33:37 PM
Metadata
Fields
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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EHD - Public
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1 Mobilization AILd Site Preparation <br /> Mobilization to the site with the required personnel <br /> and equipment is expected to begin pending work plan <br /> approval and final contract negotiations. Mobilization will <br /> occur from the OHM Western Regional Office in West <br /> Sacramento, California and will be performed in accordance with <br /> the scheduled task needs. <br /> The site will be prepared to facilitate safe and <br /> efficient operations. Support facilities to be deployed <br /> during mobilization will include a Personnel Equipment Truck. <br /> The Personnel Equipment Truck contains support equipment such as <br /> self-contained breathing apparatus, protective clothing and <br /> handtools. <br /> Mobilization will include preparation of the packaging and <br /> consolidation areas as follows. <br /> The packaging area will be set immediately outside the <br /> transportainer where the chemicals are currently located. The <br /> packaging area will be prepared by constructing tables for <br /> handling the chemicals prior to packaging. A sheet of 4 mil <br /> polyethylene sheeting will be placed on the ground in front of <br /> the transportainer. The sheet will be covered with two inches of <br />+` absorbant material to cushion the fall of any dropped container. <br /> The unknown opening and consolidation area is the area where <br /> containers will be remotely opened and stabilized in an inert <br /> absorbent material. The area will be prepared by placing an <br /> impermeable liner of 3 sheets of 4 mil polyethylene on the ground <br /> and covering it with a 6 inch layer of a mixture containing <br />` approximently 30% sand, 60% absorbent, and 10% lime. This base <br /> will be surrounded by a sand dike of approximately one foot in <br /> height. The consolidation area will measure approximately 10 <br /> feet by 10 feet (see figure 1) . A wind directional indicator <br /> will be placed in a visable location near the consolidation area <br /> and air monitoring devices will be placed directly downwind of <br /> the crushing bunker (see figure 2) . <br /> OHM <br />
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