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Grit/grease from wastewater treatment plants and restaurant grease traps, holding tank <br /> pumpings and septic tank pumpings may be accepted. Acceptance of these wastes depends <br /> on having sufficient dry compost feedstock to absorb excess water. Water from these <br /> sources will be used to replace use of onsite water to create initial compost mixture mois- <br /> ture content within the desired range. <br /> Mixed paper is paper contaminated by organics suitable for composting that is not suitable <br /> for direct recycling or paper that is used as a bulking agent. <br /> Ash may be incorporated into composting mixtures to help reduce odors. <br /> The specific mixtures for composting will be developed based on the availability of feed- <br /> stocks, desired use of the product and the operating parameters outlined in this permit <br /> application required for proper composting. These mixtures will be based on operating <br /> experience with the specific materials received. <br /> D. Types and Numbers of Vehicles Anticipated to Enter the Facility <br /> Include information as to the types and numbers of vehicles anticipated to <br /> enter the facility. <br /> The traffic to the Forward Landfill and RRF will not increase beyond the traffic impacts if <br /> both facilities operate at permitted capacity. <br /> Korve Engineering conducted a traffic study of the Forward Landfill and RRF in 1992. <br /> The study was for the entire Forward site (landfill and RRF). Based on the traffic study, <br /> the existing average daily number of trucks entering the Forward site was 40 and the aver- <br /> age tonnage per truck was estimated to be 8.8 tons. In the future, the average tonnage is <br /> expected to increase as the site accepts a higher proportion of more dense wastes such as <br /> soil, sludge, and ash. The future tonnage per truck is assumed to be 10 tons. This number <br /> was derived by multiplying the percentages of the different wastes that are predicted to be <br /> accepted in the future by the amount in tons of each particular material that can be hauled <br /> per truck. These numbers were then averaged to obtain the average load of 10 tons per <br /> truck. <br /> rTo estimate the average daily number of trucks entering the Forward site during the final <br /> year of operation (2006), the predicted tonnage for the site (837,000 tons) is divided by <br /> 312 (the average number of operating days per year, including Saturday) which calculates <br /> to be 2,682 TPD. Dividing this daily average by the predicted 10 tons per truck is approx- <br /> imately an average of 268 trucks per operating day entering the Forward site in the final <br /> year of operation. This traffic increase will gradually occur over a 13-year period. <br /> Based on the traffic study and Forward's records, the months of March through July con- <br /> sistently accept a higher volume of waste (and traffic) and the month of December accepts <br /> wa10029W3. 5115 <br /> 9/28/94 15 <br />