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ARCHIVED REPORTS_XR0003771
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0540905
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ARCHIVED REPORTS_XR0003771
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Last modified
2/3/2020 10:06:44 AM
Creation date
2/3/2020 9:11:13 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003771
RECORD_ID
PR0540905
PE
2960
FACILITY_ID
FA0023406
FACILITY_NAME
SIERRA LUMBER MANUFACTURERS
STREET_NUMBER
375
Direction
W
STREET_NAME
HAZELTON
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
147120808
CURRENT_STATUS
01
SITE_LOCATION
375 W HAZELTON AVE
P_LOCATION
01
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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_ L <br /> I <br /> I I <br /> 15 February 2000 <br /> AGE-NC Project No 98-0448 <br /> Page 32 of 33 <br /> I with soil vapor extraction) described an this CAP could be effective to remediate the site In-situ <br /> bioremediation or natural attenuation of ground water may not be the most cost-effective or feasible <br /> remedial alternatives at the site due to laboratory analysis of ground water and soil samples that <br /> suggested little, if any at all, bioremediation has taken place over the last 20 years Although the ' <br /> laboratory indicated that necessary baonutnents and physicochemical characteristics were adequate <br /> at the site to sustain microbial growth,the laboratory also indicated the lack of selected hydrocarbon- <br /> degrading macro-organisms was probably due to an alternative food sources existing in the native <br /> soil and ground water(a a organic debris) <br /> Petroleum hydrocarbon-impacted ground water appears to be limited to the area containing wells <br /> EW-1, MW-1, MW-2,MW-4 and MW-6 Impacted ground water at the site has an estimated north- <br /> south diameter of approximately 90 feet, an east-west diameter of 55 feet and appears to extend <br /> downward to a depth of approximately 50 bsg (See Figures 7, 8 and 10) The greatest concentrations <br /> of impacted soil is present in the area bound by wells MW-1, MW-2, MW-4 and EW-I <br /> iRemediation of impacted ground water in the"core"area should be conducted concurrently with soil <br /> remediation to prevent re-contamination of remedlated soil In-situ air spargang/vapor extraction <br /> appears to be a viable alternative for remediation of both soil and ground water in the vicinity of the µ <br /> former UST location The system used for soil vapor extraction could also be used for the air <br /> spargang/extractaon system <br /> 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 Ground <br />' water remediation alternatives, estimated durations and associated costs for the site are summarized <br /> on Table 11 <br />' In summary, AGE recommends the following actions for remediation of hydrocarbon-impacted <br /> ground water atthe site <br />' I Preparation of a RAWP detailing the proposed installation and operation of the IAS system <br /> This work plan should include the installation of spargang points and extraction-wells <br />' 2 Installation of a compressor or blower-dnven IAS system at the site concurrently with the <br /> proposed SVE system <br />' 3 Aar should be supplied to IAS points via underground piping from an IAS unit capable of <br /> approximately 10 to 15 psi at a rate of 2 to 5 scfm <br /> Advanced GeoEnviron mental,Inc <br /> 1 ' <br />
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