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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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INFORMATION SHEET <br /> FORWARD INC.,FORWARD LANDFILL <br /> SAN JOAQUIN COUNTY <br /> Forward,Inc. owns and operates a waste management facility on Austin Road, seven miles southeast <br /> of the City of Stockton. The south fork of Littlejohns Creek traverses the southern portion of the 157- <br /> acre site. There are 23 existing or proposed waste management units (WMUs) at the facility. Order No. <br /> 94-014 classified landfill WMU D-93 and all future units in W i'VIUs D and H as Class H landfills. <br /> These waste discharge requirements approve the use of a geosynthetic clay liner(GCL) in place of two <br /> feet of compacted clay in the composite liner system for both landfill and surface impoundment waste <br /> management units.For landfills units, the GCL design is typically used for those portions of side-slope <br /> liners that overlap older landfill units while compacted clay is used for the base liners.The GCL is <br /> overlain by a 60 mil HDPE geosynthetic liner,followed by a geocomposite drainage net, and a 1-foot <br /> thick protective operations layer.For surface impoundments,the double liner design will use a lower <br /> composite liner system with a GCL and geomembrane liner overlain by a drainage layer and an upper <br /> geomembrane. <br /> The Discharger made the demonstrations required by Section 2510(b) and (c)of Chapter 15 to use the <br /> alternative liner design.The Discharger demonstrated that the engineered alternative is consistent with <br /> the performance goal of the prescriptive standard and affords equivalent protection against water quality <br /> impairment and that the prescriptive standard is unreasonable,unnecessarily burdensome and will cost <br /> substantially more. <br /> Active WMUs at the facility include Class III landfalls, a Class H landfill, one interim Class II surface <br /> impoundment for landfill leachat, a Class II landfill dedicated to coal ash disposal, and a soil <br /> remediation pad. Inactive units include three Class III landfill WMUs with interim cover, one Class H <br /> land treatment unit for petroleum contaminated soils which was clean closed, and one Class I landfill <br /> (WMU A, formerly a Class U-1 unit) closed under a closure plan approved by USEPA,DISC and the <br /> Board. <br /> The older Class III landfill units are lined with four feet of compacted clay. These units are designed so <br /> that a portion of their volume is isolated from acidic landfill leachate. This allows for disposal of waste <br /> such as contaminated soil which is not a'designated waste'based on results of a Waste Extraction Test <br /> using deionized water,rather than the standard citrate buffer <br /> SER <br />
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