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A community generates 50,000 lb/day of MSW that is disposed of in a sanitary landfill. The mass ratio of refuse (waste) to cover soil is
A community generates 50,000 lb/day of MSW that is disposed of in a sanitary landfill. The mass ratio of refuse (waste) to cover soil is 3 to 1. The in-place density of the fill (refuse + cover soil) is 1,000 lb/yd3. What is the necessary volume (yd3) of fill (refuse + cover soil) for a 10 year operation period?
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