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2900 - Site Mitigation Program
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PR0541344
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Last modified
12/13/2019 12:30:38 PM
Creation date
12/13/2019 11:05:12 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0541344
PE
2960
FACILITY_ID
FA0023692
FACILITY_NAME
GUARDINO & CRAWFORD
STREET_NUMBER
517
Direction
W
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
13721410
CURRENT_STATUS
01
SITE_LOCATION
517 W FREMONT ST
P_LOCATION
01
QC Status
Approved
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1 I _ 22 November 2006 <br /> AGE-NC Project No. 95-0167 <br /> Page 14 of 15 <br /> i <br /> dispenser location and under the building at the site. The plume of impacted soil at the site has an <br /> estimated north-south diameter of approximately 30 feet, an west-east diameter of approximately 20 <br /> feet and appears to extend downward to approximately 30 feet bsg. The calculated volume of <br /> hydrocarbon-impacted soil is approximately 775 cubic yards. <br /> The feasibility for soil excavation to effectively address the impacted soil is low to uncertain due to <br /> the extent of the impacted soil beneath the building. AGE recommends that SVE be used to remove <br /> the contaminated mass in soil. Additionally, soil vapor intrusion will be mitigated with the use of <br /> SVE remediation. <br /> 8.0. RECOMMENDATIONS FOR REMEDIATION OF HYDROCARBON- <br /> rl IMPACTED GROUND WATER <br /> i <br /> An in-situ remediation method would be more feasible from a cost and operation perspective, over <br /> an ex-situ remediation method (i.e. pump and treat) . The in-situ method (air sparging in conjunction <br /> with soil vapor extraction) described in this CAP could be effective to remediate the site. <br /> Petroleum hydrocarbon-impacted ground water appears to be limited to the area containing wells <br /> MW- 1 and MW-2 (Table 3) and grab ground water samples collected from P-5 , P-6, P-7, and P-8. <br /> Impacted ground water at the site has an estimated north-south diameter of approximately 45 feet, <br /> l_J an east-west diameter of 55 feet and appears to extend downward to a depth of approximately 30 feet <br /> bsg (Figure 5). <br /> Remediation of impacted ground water in the "core" area should be conducted concurrently with soil <br /> remediation to prevent re-contamination of remediated soil In-situ air sparging/vapor extraction <br /> appears to be a viable alternative for remediation of both soil and ground water in the vicinity of the <br /> former UST location. The system used for soil vapor extraction could also be used for the air <br /> sparging/extraction system. <br /> i� Combined with SVE, IAS should mechanically strip hydrocarbons without the addition of any <br /> chemicals or microbe solution into the environment. It is a well known and widely accepted method <br /> of volatilizing hydrocarbons. As IAS has few, if any, adverse environmental effects, it is likely to <br /> be more readily approved for implementation by regulatory agencies . A 12- to 24-month remediation <br /> period can be expected to reduce concentrations to a level suitable for closure consideration. <br /> 9.0. LIMITATIONS <br /> I` Our professional services were performed using that degree of care and skill ordinarily exercised by <br /> IJ Advanced GcoEnvironnaental, Inc. <br /> J <br />
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