A community generates 75,000 lb/day of solid waste that is deposited in a municipal landfill. The permitf or the landfill stipulates a ration of refuse to cover of 1:2. The in place density of the material (both refuse & cover) is 1200lb/yd3. If the operational permit is for 10 years, how much material (yd3) does the landfill need to be designed for?
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