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SANITARY LANDFILL PRACTICE
SELECTION OF LANDFILL SITES
3 other sections not shown
adjacent alluvium analysis approximately asphalt burners calculated canyon capillary action carbon dioxide CM CM column compacted completed landfill concentration history curve Concentration History Test constructed control system cover cumulative settlement Date Sample Analyzed Date Sample Taken density depth developed diatomite diffusion-dispersion coefficient effective elevation filling operations flow of methane gas barrier gas chromatograph gas control gas movement gas samples Grain Size Distribution gravel layer greenhouse ground water hydrogen sulfide inches of water Kaolin Clay laboratory leachate material Methane Concentration History method moisture content Monument Location natural soil nitrogen optimum moisture percent pilot flame pipe porosity Porous Media pressure gradient Probe Location probes were installed PSi PSi public agency Quality Control Board r-l r-l refuse fill Research rubbish sanitary landfills SETTLEMENT RECORD shown in Figure silty clay SOIL MEMBRANES solid waste surface surface runoff tion Trace trailer park trench Water Quality Water Quality Control