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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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materials used at the site for ADC. The site also uses synthetic tarps and tires for <br /> ADC. All ADC material used is compacted to the required thickness in accordance <br /> with 27 CCR. <br /> 4.3.2 TRAFFIC LIMITATIONS <br /> Forward will maintain records of incoming loads and vehicle counts and will limit <br /> deliveries of wastes for disposal and other materials for beneficial reuse to a total of <br /> 620 trips/day and to the maximum inflow rates described above. It should be noted <br /> that delivery of waste and other materials varies on a daily basis. Therefore, on days <br /> when less waste is received, the site may accept more loads of the beneficial reuse <br /> materials. If the receipt of beneficial reuse materials exceeds the site needs on a <br /> given day, then the material will be stockpiled. When stockpiling of material is <br /> required, the material will be placed so as not to interfere with the daily landfill <br /> operations, in accordance with 27 CCR, Section 20660. Records are maintained of <br /> all beneficial use materials accepted and how these materials are utilized on-site. <br /> Forward will also track the weight/volume of stockpiled material and report that <br /> information to the LEA monthly. <br /> 4.4 WASTE INFLOW RATES <br /> For the purpose of estimating remaining site life, the estimated annual inflow rate <br /> to the Forward Landfill over the next five years is estimated to be approximately <br /> 1,871,374 tons, which corresponds to a weekly average inflow rate of <br /> approximately 35,987 tons. Actual quantities received may vary from these <br /> amounts. The diminishing landfill capacity for the Forward Landfill is included on <br /> Table 8. <br /> 4.5 REFUSE TO COVER RATIO <br /> The Forward Landfill remaining capacity and associated site life are dependent <br /> on a number of factors. One of these factors is the refuse-to-cover ratio. The <br /> Forward Landfill refuse-to-soil cover ratio (volume) is 4:1 (refuse to cover). <br /> Refuse-to-soil cover ratios can range from 3:1 to 5:1. The 4:1 ratio is generally <br /> accepted in the solid waste industry as an appropriate ratio for a properly <br /> operated sanitary landfill (i.e., a sanitary landfill that does not receive violations <br /> for inadequate cover). As discussed above, Forward utilizes a number of other <br /> materials which are used as alternative daily cover including, but not limited to, <br /> Forward Landfill JTD 4-10 <br /> J:\Allied\Forward\JTD Amendment\January 2007 JTD Amendment\JTD Sec 4 Final.doc: <br /> 05/24/02;Amendment No. 1: 2/1/2007 BRYAN A.STIRRAT 6 ASSOCIATES <br />
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