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ARCHIVED REPORTS_2013_7
Environmental Health - Public
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ARCHIVED REPORTS_2013_7
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Last modified
9/14/2020 4:01:31 AM
Creation date
7/3/2020 11:06:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2013_7
RECORD_ID
PR0440003
PE
4434
FACILITY_ID
FA0003698
FACILITY_NAME
CORRAL HOLLOW LANDFILL
STREET_NUMBER
31130
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25303010
CURRENT_STATUS
01
SITE_LOCATION
31130 CORRAL HOLLOW RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\SW\SW_4434_PR0440003_31130 CORRAL HOLLOW_2013_7.tif
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EHD - Public
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• While this technology is considered effective for treating inorganic compounds in <br /> groundwater, the technology is considered not viable for treatment of organic contaminants <br /> such as those in the shallow aquifer near the CHSL. <br /> 3.6 CORRECTIVE ACTION TECHNOLOGY SCREENING SUMMARY <br /> Of the 16 corrective action technologies screened for further consideration, six were <br /> considered viable and 10 were considered "not viable" for use at the CHSL(Table 6) <br /> Table 6 <br /> Summary of Corrective Action Technology Screening <br /> VIABLE ALTERNATIVES NON-VIABLE ALTERNATIVES <br /> Final Cover System Extension Bioremediation <br /> Landfill Gas System Expansion In-Situ MERD Treatment Wall <br /> Air Sparging and Vapor Extraction Phytoremediation <br /> Intrinsic Remediation In-Situ Vitrification <br /> Groundwater Extract with Air Stripping Treatment GAC Fluidized Bed <br /> Groundwater Extraction with GAC Treatment Biological Treatment System <br /> Chemical Oxidation <br /> Above-Ground MERD Reactor <br /> Reverse Osmosis <br /> Ion Exchange <br /> As previously described, those technologies considered "not viable" were characterized as <br /> such because they did not treat the type of constituents that have been identified in the <br /> shallow aquifer, have not demonstrated effectiveness at reducing the concentrations below <br /> those measured in the shallow aquifer, or were considered cost prohibitive when compared <br /> to other equally effective technologies. <br /> 4.0 DESCRIPTION OF VIABLE REMEDIAL ALTERNATIVES <br /> The estimated system design, installation, operating, and maintenance costs for these <br /> alternatives are based on conservative estimates of the measures that could be required to <br /> mitigate the release at the CHSL(Table 7). <br /> Engineering Feasibility Study Geo-Lo Page ■ 21 <br /> Corral Hollow Sanitary Landfill ASSOCIATE S <br /> January 25,2013 <br />
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