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ARCHIVED REPORTS_2006_13
Environmental Health - Public
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ARCHIVED REPORTS_2006_13
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Last modified
7/18/2020 3:51:52 AM
Creation date
7/3/2020 10:51:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_13
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_2006_13.tif
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EHD - Public
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(i.e., low) in-place density because the volume of fill placed is not reduced to <br /> account for cover soil. The tons of refuse are divided into the total volume of <br /> airspace filled, which includes cover soils. If the volume of cover soils were <br /> subtracted from the volume of fill placed, the calculated in-place density of refuse <br /> would increase (i.e., the same number of tons were placed in fewer cubic yards of <br /> airspace), which would result in a longer estimated site life. The site capacity <br /> calculations reflecting this information are included in Appendix C. <br /> 4.7 SITE LIFE PROJECTION <br /> 4.7.1 SITE LIFE CALCULATIONS <br /> In order to calculate the site life for the Forward Landfill, the following criteria <br /> was utilized. <br /> • Remaining Site Capacity (with liner, daily, <br /> intermediate and final cover) 3&83 ,29.38 mcy <br /> • Refuse to Cover Ratio 4:1 <br /> • In-Place Density 1,740 lbs/cy <br /> Based on the above criteria and utilizing a inflow rate of 32,506 tons/week with <br /> a 2 percent annual growth rate and a maximum weekly permitted refuse inflow <br /> rate of 46,080 tons/week, the Forward Landfill will have a projected site life of <br /> approximately_11 years (as of Januap�-May 2006). Based on these calculations <br /> (see Table 8), operations at the Forward Landfill could extend to April 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 and <br /> the annual tonnage delivered to the landfill. The actual daily tonnage at the <br /> Forward Landfill depends greatly on the economy. Sinee a geed Majeriley, A <br /> portion of the waste accepted at the Forward Landfill will-be-is <br /> construction/demolition type wastes., the infleky will be The actual amount of <br /> C&D waste is dependent on how much of that type of work is occurring in the <br /> area. The tonnage will also vary as the contracts with clients fluctuate and <br /> specialty markets change. Therefore, there,may be times when the Forward <br /> Forward Landfill JTD 4-13 <br /> J:\Allied\Forward\JTD Amendment\March 2006 JTD-LEA Resp\JTDUTD Sec 4 Rev.doc: <br /> 05/24/02;Amendment No. 1: 5/22/2006 <br />
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