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2 <br />of this WMU is not known since it will depend on future <br />need. <br />a. Residential Refuse <br />b. Commercial Solid Wastes <br />C. Tires <br />d. Industrial Wastes`.O <br />e. Construction/Demolition Wastes <br />ire Waste Water and Water Treatment Plant Sludges,, 4 ,n <br />Liquids and Slurries a +roved s <br />t s <br />Asbestos <br />XbAapro4pd Incinerator Ashes <br />AContaminated Soil <br />3. The site capacity for the area ort of Littlejohns Creek is <br />projected to be S.3 million cubic ,yards. The estimated <br />site life of 22.9 year is based on the designed fill <br />elevation approximately,;, 40 feet above original grade. An <br />additional 23 acres of Littlejohns Creek is also <br />available for landfi ng. This would add an additional 2 <br />million cubic yards or 6.4 years of site life. Thus, the <br />total site has a remaining capacity of 7.3 million cubic <br />yards and a remaining life of 31.3 years. <br />G -r F L - P a -i-- ca <br />L -r r J? - Ia �-t <br />WMU "G" - A Class <br />If land treatment unit. Soils <br />contaminated with <br />less than hazardous levels of <br />petroleum hydrocarbons <br />are stored and aerated at this <br />WMU. <br />f _t' i's WMU ��var_IJ s a the - <br />c to•n o # ,w.0 <br />' .po e ii Li'l. <br />OS +VAWlb <br />WMU "H" - A pro o d <br />"nonhazardous <br />Class III landfill whichw old <br />solid <br />waste". This area out of <br />tr <br />?.rant <br />yam" <br />Littlejohns creek is <br />anticipated to be opened of WMU <br />rqr ,j® <br />I'D" has been filled <br />? <br />in approximately the year 2011. � . <br />2.� <br />Types <br />of wastes received <br />at the site includes <br />a. Residential Refuse <br />b. Commercial Solid Wastes <br />C. Tires <br />d. Industrial Wastes`.O <br />e. Construction/Demolition Wastes <br />ire Waste Water and Water Treatment Plant Sludges,, 4 ,n <br />Liquids and Slurries a +roved s <br />t s <br />Asbestos <br />XbAapro4pd Incinerator Ashes <br />AContaminated Soil <br />3. The site capacity for the area ort of Littlejohns Creek is <br />projected to be S.3 million cubic ,yards. The estimated <br />site life of 22.9 year is based on the designed fill <br />elevation approximately,;, 40 feet above original grade. An <br />additional 23 acres of Littlejohns Creek is also <br />available for landfi ng. This would add an additional 2 <br />million cubic yards or 6.4 years of site life. Thus, the <br />total site has a remaining capacity of 7.3 million cubic <br />yards and a remaining life of 31.3 years. <br />G -r F L - P a -i-- ca <br />L -r r J? - Ia �-t <br />