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ARCHIVED REPORTS_2009_11
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ARCHIVED REPORTS_2009_11
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Last modified
7/17/2020 8:15:04 PM
Creation date
7/3/2020 10:54:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2009_11
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_2009_11.tif
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EHD - Public
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1.3.2 Average Daily Throughput <br /> Provide an estimate of the anticipated average daily throughput of the facility in tons. <br /> Include the calculations used to determine these capacities. Give these figures in tons <br /> per operating day. If tonnage was figured from records of cubic yards, include the <br /> conversion factor used <br /> The average load capacity that will be received will vary with the maximum <br /> throughput of 1,100 TPD, as discussed in Section 1.3.1. This quantity is a fraction of <br /> the current maximum loading. Forward intends to develop the market for organic <br /> materials and increase the quantity of materials composted depending on the demand in <br /> the marketplace and ability to use the composted product. The specific materials to be <br /> composted will depend on a number of factors: <br /> • Availability of materials delivered to Forward <br /> • Available markets or end use of compost produced <br /> • Specific ratio of materials and compatibility in development of compostable mixtures <br /> (i.e., moisture content, Carbon:Nitrogen [C:N] ratio, porosity, etc). <br /> 1.3.3 Average Load Capacity Next Five Years <br /> State the projected average load capacity the facility will receive on a yearly basis over the <br /> next five years expressed in tons. Include the calculations used in determining these <br /> capacities. If tonnage was figured from records of cubic yards, include the conversion <br /> factor. <br /> The projected average annual load will be market-driven and depends on the <br /> availability of feedstock for the composting operation and for use of the product. <br /> Currently, it is thought that the average load capacity will be less than the maximum <br /> throughput of 1,100 TPD. It should be noted that the annual operation capacity is <br /> estimated to range from 332,000 to 572,000 cubic yards (14 CCR, Section 18227(h)). <br /> 1.3.4 Design Capacity <br /> Provide an estimate of the design capacity of the facility expressed in tons. Include the <br /> calculations used in determining these capacities. If tonnage was figured from records <br /> of cubic yards, include the conversion factor. Provide contingency plans for fluctuations <br /> and potential interruptions in composting operations. <br /> As discussed in the section on Maximum Daily Load Capacity for the alternatives <br /> evaluated, the Compost Facility is designed to process approximately 640 to 1,100 TPD <br /> of various mixtures of wood waste, green material, green material mixed with food waste, <br /> food waste, food processing residue, garbage, biosolids, mixed solid waste, manure, <br /> mixed paper, ash, grit/grease, holding tank pumpings, septic tank pumpings and <br /> agricultural waste assuming five operating days per week. The specific capacity depends <br /> on the composting process being used, density of materials and quality of the <br /> composted product. The facility was designed to have sufficient area for receiving, <br /> preprocessing, composting, curing, and storing these incoming materials as well as <br /> residue. Detailed design calculations are included in Appendix A. <br /> Forward Composting Facility RCSI <br /> 7/20/09;Page 6 SWT Engineering <br />
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