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ARCHIVED REPORTS XR0000646
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2900 - Site Mitigation Program
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PR0522496
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ARCHIVED REPORTS XR0000646
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Last modified
2/15/2019 6:22:12 PM
Creation date
2/15/2019 3:07:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000646
RECORD_ID
PR0522496
PE
2957
FACILITY_ID
FA0015317
FACILITY_NAME
FLAG CITY CHEVRON
STREET_NUMBER
6421
STREET_NAME
CAPITOL
STREET_TYPE
AVE
City
LODI
Zip
95245
APN
05532024
CURRENT_STATUS
02
SITE_LOCATION
6421 CAPITOL AVE
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
WNg
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EHD - Public
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07 November 2004 <br /> AGE-NC Project No 96-0232 <br /> Page 4 of 11 <br /> Unless infection wells are properly located, channeling of air flow streams may occur and <br /> contamination pockets may be bypassed This problem is more common where fine-grained strata <br /> having low permeability are interbedded with coarse-grained strata in the saturated zone Air flow <br /> is retarded within fine-grained strata, and hydrocarbon recovery is poor <br /> 4 1 3 Monitoring Activities <br /> One of the potential problems associated with air sparging is lateral spreading of the contaminant <br /> plume This can be caused by either mounding of ground water above infection points or lateral air <br /> flow away from sparging wells To detect this problem,ground water elevations in monitoring wells <br /> and extraction wells (if appropriate) should be monitored on a monthly basis, at the minimum, to <br /> detect mounding and the presence of organic vapor <br /> 414 Feasibility <br /> In-situ air sparging of dissolved MTBE in ground water at the site has a low feasibility Soil in the <br /> saturated zone between 25-40 feet bsg has a moderate to high amount of sandy silt, sandy clay and <br /> silty/clayey content,making IAS ineffective through this zone(Figure 10) Based on the guide How <br /> to Evaluate Alternative Cleanup Technologies For UST Sates (October 1994) published by the <br /> United States Environmental Protection Agency(EPA)Office of USTs,IAS is generally ineffective <br /> in silty and clayey material and/or when permeability rates are greater than 10.9 cm' (see Exhibits <br /> VII-4 &11 in Appendix A) <br /> Another concern with IAS at the site would be the potential for off-site lateral spreading of MTBE <br /> and air flow channeling between the intermediate sand intervals (15-25 feet and 40-50 feet) and <br /> intermediate silt/clay intervals at depths between 25 and 40 feet bsg It may not be possible to <br /> effectively recover sparged air due to site geological characteristics (see Exhibit VII-6 in Appendix <br /> A) <br /> Since July 1996,ground water levels at the site have generally fluctuated between 3 feet and 18 feet <br /> below surface grade(bsg),however,ground water levels were most typical at depths between 10 feet <br /> and 14 feet bsg Based on the limited vadose zone consisting mostly of silts and clays (Figure 10) <br /> between surface grade and 15 feet bsg, recovery of sparged hydrocarbons utilizing SVE in <br /> conjunction with IAS would be considered ineffective as a remediation method <br /> Henry's law constant quantifies the relative tendency of a dissolved constituent to transfer to the <br /> vapor phase Based on the same above referenced EPA guide, constituents with Henry's law <br /> constants greater than 100 atmospheres are generally considered suitable to removal by air sparging <br /> Advanced GeoEnvironmental,Inc <br />
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