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COMPLIANCE INFO_1996-2003
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4400 - Solid Waste Program
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PR0440001
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COMPLIANCE INFO_1996-2003
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Last modified
7/7/2021 8:55:58 AM
Creation date
7/3/2020 10:39:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
1996-2003
RECORD_ID
PR0440001
PE
4433
FACILITY_ID
FA0004514
FACILITY_NAME
AUSTIN ROAD/ FORWARD LANDFILL
STREET_NUMBER
9069
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
STOCKTON
Zip
95215
CURRENT_STATUS
02
SITE_LOCATION
9069 S AUSTIN RD
P_LOCATION
01
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\sfrench
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440001_9069 S AUSTIN_1996-2003.tif
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EHD - Public
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Austin Road Landfill E , sion Project <br /> ENVIRONMENTAL IMPACT MITIGATION MEASURE LEVEL OF <br /> SIGNIFICANCE <br /> AFTER <br /> MITIGATION <br /> contamination if there is a break in the <br /> liner or the leachate collection trenches. <br /> (e)The landfill operator would include <br /> practices and procedures in the Solid <br /> Waste Facilities Permit to comply with AB <br /> 1760. The procedures would describe how <br /> the expanded landfill would salvage all <br /> economically feasible metallic discards. <br /> K.6. Project activities that increase (a) The extraction wells developed as part LS <br /> leachate production from the existing of the CAP shall be maintained and <br /> landfill materials during various phases monitored during Phases V and VI, to be <br /> could alternatively facilitate the employed as needed for the extraction of <br /> remediation of local groundwater,or result any residual contamination by leachate. <br /> in groundwater contamination. <br /> (SIGNIFICANT) (b) The City of Stockton, San Joaquin <br /> County, RWQCB and IWMB should meet <br /> to determine if one or more of the existing <br /> landfill units should be closed prior to <br /> approval of the expansion. <br /> K.7. Surface and/or groundwater (a)Maximum preloaded settlement of the LS <br /> contamination could result if differential existing landfill would provide the <br /> settlement damaged the liner and/or maximum period for settlement,and would <br /> leachate collection system of the vertical take advantage of anticipated <br /> expansion portion of the landfill (Phases V improvements in geosynthetic technology <br /> and VI). (SIGNIFICANT) that would occur over the next 35 years. <br /> (b)The final design for the vertical <br /> expansion would,if necessary, include <br /> additional components in the liner system, <br /> depending on future differential settlement <br /> on the liner system. <br /> (c) The extraction wells developed as part <br /> of the CAP shall be maintained and <br /> monitored during Phases V and VI,to be <br /> employed as needed for the extraction of <br /> any residual contamination by leachate. <br /> (d)A review of the liner and leachate <br /> collection system for the vertical <br /> expansion over the existing landfill shall <br /> be conducted by the appropriate <br /> responsible agencies upon completion of <br /> the final desi2 drawings. <br /> 28 <br />
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