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ARCHIVED REPORTS XR0000690
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2900 - Site Mitigation Program
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PR0522496
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ARCHIVED REPORTS XR0000690
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Last modified
2/15/2019 10:42:20 PM
Creation date
2/15/2019 4:10:40 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000690
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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19 June 2000 <br /> AGE-NC Project No 96-0232 <br /> Page 33 of 35 <br /> 9 4 4 Estimated Costs <br /> It is likely that some additional laboratory analysis of ground water samples would be required to <br /> monitor and verify natural attenuation A long-term monitoring program, perhaps 25 years, would <br /> be initiated Quarterly monitoring and sampling could costs between $5,000 to $15,000 annually, <br /> and report preparation could cost between $1,000 to $5,000 annually Therefore, the total cost for <br /> natural attenuation could range from $6,000 to $20,000 annually <br /> 10.0. RECOMMENDATIONS <br /> AGE has evaluated four methods to remediate hydrocarbon- and MTBE-impacted soil and ground <br /> water on the subject site In view of site specific conditions,the principles of the remedial methods, <br /> the advantages and disadvantages of eachremedial method and AGE,s experience with each method, <br /> AGE recommends that impacted soil and ground water at the site be addressed as described below ; <br /> 101 REMEDIATION OF HYDROCARBON-IMPACTED SOIL <br /> Petroleum hydrocarbon-and MTBE-impacted soil in the vadose zone appears to be limited to the area <br /> containing soil borings Pl,P6,P12,P14,P19,P22,P23, P24,P31 and P32 The plume of impacted <br /> soil at the site has an estimated north-south diameter of approximately 40 feet,an east-west diameter <br /> of approximately 200 feet and appears to extend downward more than 30 feet bsg (See Figures $, <br /> 9 and 41) The calculated volume of hydrocarbon-and MTBE-impacted soil is approximately 3,149 <br /> cubic yards (Appendix F) The greatest contaminant concentrations in impacted soil are present at <br /> depths between 10 and 20 feet, while lesser concentrations are present from 20 to 35 feet bsg <br /> The feasibility for soil vapor extraction, excavation, bioremediation and natural attenuation to <br /> effectively address the impacted soil is low Since MTBE is highly soluble and does not adhere to <br /> soil well, a passive remediation appears to be the best remedial alternative The major portion of the <br /> soil plume is submerged beneath the ground water table, MTBE should dissolve and migrate into <br /> the ground water medium, where it can be addressed by the ground water remediation effort <br /> Intuitively, the rate that adsorbed MTBE dissolves into ground water should be related to the soil <br /> types,less permeable fine-grained soil retarding diffusion and physical migration with ground water <br /> movement AGE does not recommend aggressive remediation of hydrocarbon-and MTBE-impacted <br /> soil at the site Rather, the soil plume should be monitored periodically with confirmation soil <br /> borings until the contaminants have been adequately dissipated Soil remediation methods,estimated <br /> durations and associated costs are summarized on Table 1 I <br /> Advanced CcoEnWonmental,Inc <br />
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