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ARCHIVED REPORTS_XR0012262
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2900 - Site Mitigation Program
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PR0541653
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ARCHIVED REPORTS_XR0012262
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Entry Properties
Last modified
10/10/2020 11:25:10 PM
Creation date
7/9/2020 8:59:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012262
RECORD_ID
PR0541653
PE
2965
FACILITY_ID
FA0023871
FACILITY_NAME
TOP FILLING STATION
STREET_NUMBER
101
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15125307
CURRENT_STATUS
01
SITE_LOCATION
101 S WILSON WAY
P_LOCATION
01
QC Status
Approved
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LSauers
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EHD - Public
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E <br /> 20 March 1996 <br /> AGE-NC Project No 95-0130 <br /> Page 11 of 23 <br /> E6 1 2 EFFECTIVE SOIL CONDITIONS <br /> Operation of the blower in a vapor extraction system creates a vacuum in the subsurface, inducing <br /> air flow through the soil pore spaces Vapors move by convection toward the area of lowered air <br /> pressure (the extraction point) The efficiency of this process is proportional to soil porosity and <br />' permeability Qualitative information has been gained through examination of soil samples and the <br /> performance of a vapor extraction pilot test Soil at this site has a high silt and clay content, making <br /> vapor extraction a more difficult and slow process <br /> 6 1 3 MONITORING ACTIVITIES <br /> Monitoring of vapor extraction systems involves weekly measurement of hydrocarbon concentrations <br /> E in the vapor stream entering the destruction unit (influent stream) and exiting the system (effluent <br /> stream) and periodic system service and repair Systems can be equipped with an automatic <br /> telecommunication system to alert the operator of a system malfunction or failure Vapor samples <br /> should be collected monthly for laboratory analysis to monitor the efficiency of the remediation <br /> program When the concentration of extracted vapors decreases and stabilizes after several months <br /> of operation, confirmatory borings are drilled to collect soil samples for quantitative analysis in the <br /> Elaboratory to document the status of the remediation effort <br /> E614 FEASIBILITY <br /> Generally, a vacuum of 0 10 to 10 inches of water is required to successfully volatilize subsurface <br /> hydrocarbons The maximum vacuum measured at VW-1, VW-2 and VW-3 during the pilot test was <br /> plotted versus the distance of each well from the extraction well (Figure 10) The effective radius of <br /> influence(theoretical)is determined by drawing a best-fit line through these data points and dropping <br /> a line from the appropriate vacuum to the corresponding distance from the extraction well A clear <br /> correlation of induced vacuum verses distance was not observed for this site However, the results <br /> of the vapor extraction test indicate that a moderate radius of influence can be achieved Based upon <br /> data obtained during the pilot test, the theoretical radius of influence at the site appears to be <br /> approximately 30 feet However, the effective radius of influence is more likely to be around 20 feet <br /> A strong vacuum will be required to create significant flow rates at this site <br /> A drawback of SVE is that not all contaminated zones of soil are remediated effectively A second <br /> drawback is that different soil types may remediate at differing rates For instance, a sandy soil will <br /> clean-up more quickly than a silty soil, SVE is not usually as effective in soil with a high clay content <br /> Other drawbacks of SVE include ineffective treatment of soil lying below ground water or within the <br /> "smear" zone and ineffective treatment of longer-chain hydrocarbons Ground water remediation <br /> would need to be conducted concurrently with SVE to facilitate remediation of the smear zone <br />
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