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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
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2009_11.tif
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EHD - Public
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Design Alternatives <br /> Alternative 1. Figure 4 shows the layout for Windrow composting using a front end <br /> loader to turn the compost piles. Feedstock requiring preprocessing or grinding would <br /> be unloaded and processed in the RRF area. Ground and processed feedstock would be <br /> moved to the composting area using front end loaders or dump trucks and placed <br /> into rough Windrows. Mixtures will be determined using volumetric proportions. Semi- <br /> solid and liquid feedstocks would be transported to the Windrow area and deposited <br /> directly on the rough Windrows. The quantity added would not exceed the quantity <br /> necessary to raise the moisture content to desirable limits. If semi-solid and liquid <br /> feedstocks are not available, water will be added using a water truck. The rough <br /> Windrows would then be mixed using front end loaders. After mixing, the Windrows <br /> would be formed in final configuration approximately 8 feet high and 16 feet wide <br /> at the base. Windrows would be turned as necessary to maintain aerobic conditions <br /> and for pathogen reduction in accordance with 14 CCR, Section 17868.3 based on 40 <br /> CFR, Part 503. Turning of Windrows would be using front end loaders. A 10-foot wide <br /> aisle is provided between pairs of Windrows to allow access for the front end loader for <br /> efficient turning. Initial turning frequency would depend on the specific mixture being <br /> composted, but would be approximately every 2 to 3 days for mixtures containing MSW, <br /> sludge, septic tank pumpings, and other highly putresible materials. The turning <br /> frequency would be much less for green material and wood waste - approximately once <br /> every 1 to 2 weeks. Later in the process depending on the composting period, the <br /> Windrows would be turned about every 2 to 4 weeks. Water would be added prior to <br /> turning as necessary using a water truck to maintain moisture at the desired levels. The <br /> composting period would be approximately 4 to 8 weeks depending on the quality of the <br /> product desired and the initial feedstock composition. Initially, Forward is planning to <br /> utilize this method as the primary alternative. <br /> Alternative 2. Figure 5 shows the layout for Windrow composting using a Windrow <br /> turner. The process is the same as described above except a Windrow turner would <br /> be used to mix the feedstocks, create the Windrows, and turn the Windrows. The <br /> Windrow dimensions proposed are approximately 8 feet high and approximately 18 <br /> feet wide at the base. The space between Windrows is about 8 feet to provide access <br /> for a water truck for water addition and for fire control. This alternative is considered <br /> Forward's back-up (or secondary method) if the need for additional composting capacity <br /> or the economics of using a Windrow machine justify the initial cost of the Windrow <br /> machine. <br /> Curing and Screening. Following composting, the mixture may be screened or placed in <br /> stockpiles approximately 10 feet high and approximately 20 feet wide at the base <br /> for curing. In curing, a slower rate of decomposition occurs. Curing time of <br /> approximately 1 to 6 months will be provided. A longer curing period is desirable for <br /> high quality compost. The curing period will depend on the quality desired and this in turn <br /> will depend on the market or final use of the product. The capacity of the composting <br /> site is significantly less to produce a higher quality compost product. After curing, the <br /> material may be screened. Screening produces a higher quality material, but at <br /> additional cost. Oversized material from screening may be returned for grinding, <br /> recycled to be used in the compost mixture or landfilled. <br /> Forward Composting Facility RCSI <br /> 7/20/09;Page 12 SWT Engineering <br />
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