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ARCHIVED REPORTS_2008_26
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ARCHIVED REPORTS_2008_26
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Last modified
7/18/2020 1:11:09 AM
Creation date
7/3/2020 10:54:03 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2008_26
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2008_26.tif
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EHD - Public
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each sump will pump leachate into a force main located outside the lined landfill <br /> area. The force main will discharge to lined surface impoundments in which the <br /> leachate will evaporate. <br /> Three leachate evaporation impoundments are ultimately planned for the site. <br /> WMU F North is located in the southwest region of the existing Forward Landfill <br /> site, just north of the South Branch. It was constructed in 1999 and currently <br /> provides containment for leachate from the active portions of the existing forward <br /> Landfill. A second Class II leachate impoundment, WMU F South is planned to be <br /> constructed in the southwest region of the existing Forward Landfill, south of the <br /> South Branch to service the final disposal area for the site. A third Class II leachate <br /> impoundment is planned to be constructed outside the southwest edge of the <br /> existing Austin Road Landfill to service future refuse disposal within the Austin <br /> Road Landfill expansion areas. <br /> WMU F North is a double lined unit and contains a geosynthetic clay liner (GCL) <br /> overlain by a 60-mil HDPE geomembrane, a geonet, and an additional 60-mil <br /> HDPE geomembrane. The leachate impoundment was sized based on actual <br /> leachate generation records from 1991 to 1997 and has a design capacity of <br /> approximately 3.5 million gallons. <br /> If during the service life of the landfill, the demand on the leachate <br /> impoundments exceed capacity, Forward will implement an alternative leachate <br /> management plan. The leachate impoundments are intended to serve as a <br /> primary mechanism for disposal of collected leachate. However, the <br /> impoundment may be supplemented by other disposal methods during peak <br /> years of operation, if necessary. Leachate in excess of the impoundment's <br /> capacity will either be pumped to temporary onsite tanks or trucked for off-site <br /> disposal at the City of Stockton Municipal Utility District wastewater treatment <br /> plant located at 2500 North Navy Drive in Stockton. Leachate stored in the <br /> temporary on-site tanks may be released back into the impoundments at a later <br /> date. <br /> Forward Landfill PCPCMP 2-6 <br /> L:\Allied\2000.193\Reports\FinaIPCPCMP:FL-sec2.doc:5/21/02 BRYAN A.STIRRAT 6 ASSOCIATES <br />
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