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2900 - Site Mitigation Program
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PR0009005
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Last modified
5/11/2020 11:50:28 AM
Creation date
5/11/2020 11:16:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009005
PE
2953
FACILITY_ID
FA0004053
FACILITY_NAME
LUSTRE-CAL NAME PLATE CO
STREET_NUMBER
110
Direction
E
STREET_NAME
TURNER
STREET_TYPE
RD
City
LODI
Zip
95240
APN
04124048
CURRENT_STATUS
01
SITE_LOCATION
110 E TURNER RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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7.0 SVE PILOT STUDY WORKPLAN <br /> 7.1 SVE Pilot Study Test Strategy and Objectives <br /> Soil vapor extraction(SVE) is a proven remediation technology for the removal of VOCs such as <br /> PCE and TCE from the vadose soil zone, including the removal of free-product(USEPA, 1996a). <br /> Wells are screened through the contaminated interval within the soil column and are connected at <br /> the surface by piping to a blower. A negative pressure (vacuum) is created and soil gases carrying <br /> VOCs are drawn to the wells and into the remediation system piping network. At the surface, <br /> the VOCs are adsorbed in canisters of granulated activated carbon to prevent VOC emissions to <br /> the atmosphere. <br /> Soil vapor extraction(SVE) to remediate soil contaminated by VOCs to clean up VOC <br /> groundwater contamination are common strategies for sandy alluvial soils (USEPA, 1996b). PCE <br /> and TCE have a relatively high vapor pressure meaning that it has a propensity to volatilize to <br /> the atmosphere in its pure phase. These VOCs also have a high Henry's Law constant so that <br /> when dissolved in water the equilibrium concentration in the adjacent vapor phase is relatively <br /> high compared to other VOCs. These properties of PCE and TCE make them well suited for <br /> removal through SVE operations. <br /> Lithologic conditions at the LNC site have an impact on the distribution of contaminants, <br /> particularly subsurface PCE and TCE vapors. Most significant is the presence of a cemented <br /> sand and/or clay layer(previously described as the "A" Clay first encountered at a depth of about <br /> 25 feet bgs)that may act as a barrier to the upward migration of VOC vapors volatilizing from <br /> the top of the first groundwater surface. This layer may limit upward migration of VOC vapors <br /> from the groundwater surface to approximately 30 feet bgs. <br /> The LNC site has been split into two zones, shallow (<25 feet bgs) and deep (35 to 50 feet bgs) <br /> where VOC s exist in elevated concentrations. A series of SVE wells divided into shallow zone <br /> wells and deep well zones will determine the nature and extent of VOC soil contamination in <br /> M ain\D:AEnvironmenta1\LN CV\10152007.wpd 47 <br />
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