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ARCHIVED REPORTS_XR0012524
Environmental Health - Public
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ARCHIVED REPORTS_XR0012524
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Last modified
5/5/2020 2:39:01 PM
Creation date
5/5/2020 2:00:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012524
RECORD_ID
PR0545640
PE
3528
FACILITY_ID
FA0003900
FACILITY_NAME
PACIFIC PRIDE COMMERCIAL FUEL
STREET_NUMBER
2402
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
APN
12506001
CURRENT_STATUS
02
SITE_LOCATION
2402 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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r05 May 1997 <br /> AGE-NC Project No 95-0173 <br />' Page 14 of 29 <br />' 714 Feasibility <br /> The radius of influence for SVE is generally defined as the distance from an extraction well at which <br /> a vacuum of at least 0 1 inches of water is observed (EPA - A guide for Corrective Action Plan <br /> Reviewers) Generally, a vacuum of at least 0 10 inches of water is required to successfully volatilize <br /> subsurface hydrocarbons A vapor extraction feasibility test was performed at the site in July 1997 <br />' Based on a semi-logarithmic plot of induced vacuum measurements collected during the SVE pilot <br /> test from VW-1, VW-2 and MW-3 versus their distances to VW-1 (extraction well), a theoretical <br /> radius of approximately twenty-eight feet is estimated at a vacuum of 0 1 inches of water(Figure 3) <br />' Based upon the results of the pilot test, it appears that SVE would be an effective remediation <br /> alternative for soil at the site <br />' Based on the guide How to Evaluate Alternative Cleanup Technologies For UST Sites (October <br /> 1994)published by the United States Environmental Protection Agency (EPA) Office of USTs, the <br /> two most important factors that determine the effectiveness of SVE are permeability of the soil and <br /> 1 volatility of the contaminant The guide further states that intrinsic permeability between the <br /> magnitude of 10'2 and 10' and general volatility for gasolines are generally adequate for SVE <br /> • technology (Exhibit II-6 Intrinsic Permeability And SVE Effectiveness) Based on information <br /> gained through fate evaluation laboratory analysis, the average permeability at the site was <br /> approximately 5 X 10' Results of the fate evaluation laboratory analysis indicated permeability <br />' conditions at the site are adequate for SVE <br /> Based on geologic cross sections(Figures 3 and 4), soil beneath the former UST area has a relatively <br />' high sandy silt content in the upper thirty-five feet, potentially making SVE an effective remedial <br /> method in the vadose zone <br />' One negative aspect of SVE is that not all contaminated zones of soil are remediated effectively or <br /> at the same rate For example, a sandy soil zone will cleanup more quickly than a silty one SVE is <br /> not usually effective in soil with high clay content Other drawbacks of SVE include ineffective <br />' treatment of soil lying below ground water or within the capillary fringe or "smear" zone and <br /> ineffective treatment of longer-chain hydrocarbons Ground water remediation may have to be <br /> conducted concurrently with SVE to facilitate remediation of the smear zone <br /> 4 <br /> 715 Duration <br /> Cleanup penods for soil vapor extraction typically range from several months to several years Based <br /> upon the volume of impacted soil,hydrocarbon concentrations and the presence of finer-grained soils <br />' (silty sands, sandy silts and clayey silts) at the site, 12 to 24 months are estimated for the duration <br /> of remediation <br />' Advanced GeoEnvironmental,Inc. <br /> 1 <br />
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