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ARCHIVED REPORTS_2002_3 JTD
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ARCHIVED REPORTS_2002_3 JTD
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Last modified
4/10/2023 12:53:01 PM
Creation date
7/3/2020 10:49:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2002_3 JTD
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
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2002_3.tif
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EHD - Public
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approved for use in the LandGEM program for arid areas like the Central Valley <br /> Region, which receive less than 25 inches of rain per year. A Lo value of 170 and <br /> 112.5 cubic meters of methane per megagram of refuse was also used in the <br /> LandGEM program for the in-place refuse at the existing Forward and Austin <br /> Road Landfills. From the compositional analysis of the material received at the <br /> Forward Landfill, a conservative estimate is that 31 percent of the accepted <br /> material is decomposable, whether it degrades easily or slowly. The landfill gas <br /> generation rates are presented in Appendix H. <br /> For design purposes, a collection efficiency of 85 percent was assumed for the <br /> proposed LFGES. This collection efficiency is based upon the fact that although <br /> most of the combined site is or will be lined on the bottom and on the top, <br /> about 10 percent of the in-place refuse is not lined. <br /> The LandGEM program was also used for the Tier 1 Non-methane Organic <br /> Compound (NMOC) emission calculations as required in WWW 40 CFR 60, the <br /> New Source Performance Standards (NSPS). The Austin Road Landfill expansion <br /> plan states that the 50 megagram per year NMOC level has been achieved and <br /> that the planned LFGES for that site will be installed to meet the NSPS <br /> requirements. The applicable Tier 1 NMOC Emission Study is currently under <br /> review. <br /> 5.4 CONSTRUCTION QUALITY ASSURANCE <br /> 5.4.1 INTRODUCTION AND PURPOSE <br /> A construction quality assurance (CQA) program provides definition of the <br /> materials and procedures to be used in the construction of the lined refuse cells <br /> and assures the regulatory agencies that the construction materials will be tested, <br /> installed and monitored as specified in the design plans and specifications, <br /> accepted civil engineering practices and applicable CQA requirements of the <br /> RWQCB, CIWMB, and LEA. <br /> A CQA Plan will be prepared by a certified engineer or engineering geologist <br /> and will present the requirements and procedures that will be implemented <br /> during liner construction. The final construction documents will include detailed <br /> plans and specifications for all major contract elements. The documents will also <br /> specify the minimum experience requirements for contractors, work crews, and <br /> Forward Landfill)TD 5-26 <br /> L:\Allied\2000.193\ReportsUT D-PC PC MP702:Sec-5.0:5/24/02 <br /> Revision 1:07/16/02 <br /> BRYAN A.STIRRAT&ASSOCIATES <br />
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