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2900 - Site Mitigation Program
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PR0009051
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
2/5/2020 12:26:47 PM
Creation date
2/5/2020 10:23:06 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0009051
PE
2960
FACILITY_ID
FA0000649
FACILITY_NAME
FORMER NESTLE USA INC FACILITY
STREET_NUMBER
230
STREET_NAME
INDUSTRIAL
STREET_TYPE
DR
City
RIPON
Zip
95366
APN
25938001
CURRENT_STATUS
01
SITE_LOCATION
230 INDUSTRIAL DR
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
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s <br /> D. Waste Material Handling and Disposal <br /> All contaminated or potentially contaminated materials generated as a result of field activities <br /> should be managed in accordance with federal, state and local regulations. Soil cuttings <br /> generated during drilling operation will be placed in 55-gallon DOT drums and managed in an <br /> appropriate manner based upon analytical results of soil samples collected from the drums. <br /> Drums will be disposed unless the contents determined to be hazardous. <br /> 3.0 Installation of SVE Conveyance Piping <br /> Upon completion of the SVE well installation, trenches will be dug to install the PVC conveyance <br /> piping. This will be accomplished using a rubber tire backhoe to trench and stockpile soil as <br /> required to install underground piping. After trenching is complete, import buffer sand should <br /> be placed into the open trenches to provide a cushion for the PVC piping. It is expected to use <br /> up to 250 feet of 3" schedule 40 lines and place an additional layer of sand over the installed <br /> PVC piping. The open trenches should be backfilled using excavated stockpiled soil. The vapor <br /> extraction wells should be connected to the SVE system by 3-inch diameter, schedule 40 PVC <br /> piping that will be buried approximately 1 foot bgs. <br /> 4.0 SVE System Installation and Start Up <br /> The SVE System should be mobilized and transported to the site for installation. The SVE <br /> system should consist of an inlet manifold, a moisture knockout tank, a blower, two (2) 10001b <br /> carbon vessel, and associated valves, gauges and instrumentation. The SVE system should be <br /> capable of processing a maximum of 250 cubic feet per minute (cfm) of soil vapors or 55 <br /> pounds of contaminant per day. The initial flow rate may be below 250 cfm, if the soil vapor <br /> concentration are excessively high. Electricity will be available at the site but a hook-up will be <br /> needed. <br /> Construction of an inlet manifold consisting of a valve, flow ports, pressure indicators and <br /> sampling ports for each well is required. <br /> 5.0 Fenceline Construction <br /> Once the SVE system is installed a fence surrounding the whole unit should be constructed. <br /> 6.0 Repair of Broken Wellheads <br /> There are three to four broken wellheads at this site already that require repair. <br />
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