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ARCHIVED REPORTS XR0007778
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0505525
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ARCHIVED REPORTS XR0007778
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Last modified
7/15/2019 6:11:37 PM
Creation date
7/15/2019 3:45:52 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007778
RECORD_ID
PR0505525
PE
2953
FACILITY_ID
FA0002387
FACILITY_NAME
KEYSTONE AUTOMOTIVE INDUSTRIES INC
STREET_NUMBER
632
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14907033
CURRENT_STATUS
02
SITE_LOCATION
632 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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r <br />' 15 <br /> • November 1945 <br /> AGE-NC Project No 95-0142 <br />' Page 18 of 19 <br /> Because of the relatively low flow rates measured during the SVE pilot test, a unit capable of at least <br />' 250 scfin will be required for remediation at the site, a thermal oxidation SVE unit would be the most <br /> cost-effective choice A 24 to 36 month soil remediation period can be expected <br />' We recommend the installation of two addtional soil vapor extraction wells within the contaminated <br /> soil plume One soil vapor extraction well should be installed southwest of former TK1-90 <br />' excavation, a second soil vapor extraction well should be installed northeast of the former TK1-90 <br /> excavation The SVE well network should include all extraction wells as well as monitoring well <br /> MW-4 Proposed locations of the extraction wells are illustrated in Figure 5 <br />' Twoadditional extraction wells will be required to facilitate ground water remediation at the site see <br /> eq gr _ ( , <br />' Section 9 0 ) one extraction well should be installed northeast of MW-1, a second extraction well <br /> should be installed northwest of MW-2 Proposed wells are illustrated on Figure 5 <br /> I9.0. RECOMAMNDATIONS FOR REMEDIATION OF HYDROCARBON-IMPACTED <br /> GROUND WATER <br /> Ground water gradient calculations indicate that MW-4 has remained the down-gradient well since <br /> January 1995 As in the three previous sampling events, the highest concentration of dissolved <br />' hydrocarbons were detected to MW-3, north of the former UST excavations, no hydrocarbons were <br /> detected in MW-4 <br />' Upon careful consideration, an in-situ method appears to be more effective in cost and in operation <br /> over the "pump and treat" method Both in-situ methods described in this CAP could be equally <br /> effective in remediating the site As with in-situ bioremediation of soil at the site, bioremediation of <br /> Iground water are likely to be the more cost-effective However, special monitoring requirements <br /> unposed by some regulatory agencies can reduce cost effectiveness Furthermore, it is our experience <br /> from dealing with regulatory agencies throughout the State of California that they are apprehensive <br /> of approving in-situ ground water bioremediation without conducting a comprehensive pilot test <br /> r <br /> Combined with SVE, the IAS method "mecharucally/physically" strips hydrocarbons without the <br /> raddition of any chemicals or rmcrobe solution into the environment It is a better known and more <br /> widely accepted method of volatilizing hydrocarbons As IAS has few if any adverse environmental <br /> effects, it is likely to be more readily approved for implementation by regulatory agencies Based <br /> upon these considerations, we recommend the installation of an IAS system for remediation of ground <br /> water at the Stockton Plating site A 24 to 30 month remediation period can be expected <br /> IWe estimate that the IAS system will require the installation of 9 or 10 spargrng points (wells) four <br /> IAS wells should be installed between former UST excavation TK1-90 and MW-4, two IAS wells <br /> should be installed northeast of MW-1, two IAS wells should be installed northwest of MW-2, and <br />
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