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ARCHIVED REPORTS XR0000194
EnvironmentalHealth
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1603
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3500 - Local Oversight Program
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PR0543430
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ARCHIVED REPORTS XR0000194
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Last modified
2/5/2019 11:07:25 AM
Creation date
2/5/2019 9:57:19 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000194
RECORD_ID
PR0543430
PE
3528
FACILITY_ID
FA0009377
FACILITY_NAME
CAL TRANS MAINT SHOP 10
STREET_NUMBER
1603
Direction
S
STREET_NAME
B
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16918002
CURRENT_STATUS
02
SITE_LOCATION
1603 S B ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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R10/71-51-1C <br /> 7 5 5 Comparison of Remaining Remedial Action Options <br />' 7 5 5 1 Remedial Action Options for Soil <br />' Only In situ containment (Option 2) was carried further into this step of the study from <br /> section 7 4 Therefore, no comparison was done For Shop 10, in situ containment will <br /> consist of maintaining in good repair the asphalt pavement Containment in the vertical <br />' and bottom boundaries of the sod contamination is not envisioned for Shop 10 <br />' 7 5 5 2 Remedial Action Option for Groundwater <br /> Three options identified for groundwater remediation passed the screening in Section 7 4 <br />' These options are as follows <br /> o Option 7A - Pump and treat and biological treatment of extracted <br /> groundwater <br /> o Option 713- Pump and treat and air stripping of extracted groundwater And <br /> o Option 7D- Pump and treat and aqueous phase absorption of extracted <br /> groundwater <br /> tTechnical Feasibility - with respect to technical feasibility, all three options -7A, 713, and <br /> 7D would compare favorably with each other All treated water discharge options <br />' (discharge to POTW, discharge to storm water sewer, or recharge/irrigation on site) are <br /> technically feasible However, the least technically feasible is recharge/irrigation due to <br /> the clays and silts in the soil <br />' I cost-Tables 19A through 19D resent cost estimates for the options 7A, 7B, <br /> Reasonable g p P <br /> and 7D It appears that Option B has the lowest cost estimate and therefore the most <br />' cost-effective option <br />' Institutional considerations - with respect to this factor, permitting will be required for all <br /> three options for the discharge of the treated water For the three options, different <br /> permits and requirements will be required for the treated water discharge alternative <br />' selected This is discussed in Section 7 3 3 2 Regardless of the discharge method, all <br /> three options could possibly realize acceptable cleanup of the groundwater within <br /> approximately five years of continuous treatment Assuming system failure, there could <br /> 44 <br />
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