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ARCHIVED REPORTS_2011_25
Environmental Health - Public
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ARCHIVED REPORTS_2011_25
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Last modified
7/18/2020 12:45:50 AM
Creation date
7/3/2020 10:56:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2011_25
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_2011_25.tif
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EHD - Public
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Refuse to Cover Ratio 4:1 <br /> e In-Place Density 1,7&8 lbs/cy DeWt :40 <br /> Based on the above criteria and utilizing a inflow rate of 52 tons with a 2 :33,154 j <br /> percent annual growth rate and a maximum weekly permitted refuse inflow rate f Deleted:week <br /> of 46,080 tonstweek,the Forward Landfill will have a projected site life of <br /> approximately 1.0 years(as of arch 13,201_1). Based on these calculations �:10 <br /> (see Table 8),operations at the Forward Landfill could extend to ril 2021. December 31,204' <br /> Deleted:February 2017 <br /> 4.7.2 FACTORS AFFECTING SITE CAPACITY <br /> Many factors can affect the ultimate site capacity of a given landfill including <br /> variations in waste type,compaction rates, the use of alternative daily covers <br /> and the annual tonnage delivered to the landfill. The actual daily tonnage at <br /> the Forward Landfill depends on economic and population growth factors. <br /> The tonnage can also vary as the contracts with clients fluctuate and <br /> specialty markets change. Therefore,there may be times when the Forward <br /> Landfill will accept at or near the maximum permitted tonnage or times where <br /> it may fall way below. Table 8 is presented to provide an estimate of the <br /> inflow to the Forward Landfill for permitting purposes. <br /> In addition, long-term landfill settlement can also have a great impact on site <br /> capacity and may average 25 percent of the total refuse thickness. The total <br /> effects of settlement will depend on various factors or processes such as the <br /> types of refuse placed and their corresponding moisture content,the refuse <br /> placement density,consolidation of the refuse under loads imposed by <br /> overlying fill,and biological and chemical decomposition. It is estimated that <br /> much of this total settlement will occur during the operating life of the landfill <br /> and will be accounted for in periodic topographic surveys. <br /> Remaining site capacity will be evaluated periodically and any significant <br /> changes will be addressed during future operating permit revisions. <br /> t <br /> 4 De :Z:TROJECTSCAItied <br /> wasteUN81013 5 yr Rev" <br /> FManUTD AmendUTD Sec 4.do <br /> Forward Lanctfid JTD 4-14 <br /> G: s �6 v Fo a F�RCk a YC 2411 P <br /> ------------------- <br /> 4 rev 81 g 11 <br /> 05124/02;Amendment No,1: 2/112007,Amendment No_2: 5115/2008.A " big,3 dt19t2411 <br /> r <br />
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