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TABLE lll.C3.a. - 300/6 STATION WASTE FLOW QUANTITIES <br /> d:\mju\Its\calc\wasact9l(cella250) rev. 9/17/93 <br /> PATH DESCRIPTION STATION WASTE FLOW QUANTITIES TPD <br /> Year 1995 Year 2000 Year 2010 <br /> DELIVERY/TRANSFER Low High Low High Low High <br /> 1 Automated Gate/Tipping Gate/Tipping321.6 373.1 274.2 448.0 322.9 527.7 <br /> 2 Non-Automated Gate 137.9 160.0 123.8 192.1 138.4 226.2 <br /> 3 Non-Automated Tipping 137.2 158.4 123.2 190.2 137.8 224.0 <br /> 4 Public Drop-off 0.7 1.6 0.6 1.9 0.71 2.3 <br /> 5 Transfer 321.0 371.6 278.0 446.2 322.3 525.5 <br /> 6 Tare Weighing N/A N/A N/A N/A N/A N/A <br /> DEPARTURES/RECYCLING <br /> 7 Storage Area Removal 137.9 159.9 119.4 192.0 138.4 226.2 <br /> 8Dro -off removal 0.7 1.6 0.6 1.9 0.7 2.3 <br /> 9 Special Waste Removal <br /> 10 Returns to Gate N/A N/A N/A NIA N/A N/A <br /> TS <br /> 1. Assumes daily projections in TDP. Note that projections are conservative in that estimates for commercial are <br /> based on commercial averages over 286 days versus 364 days for public. This results in slightly higher totals <br /> over an average based on annual Station totals divided by the 364 operational days. <br /> 2. Public Drop-off quantities assume the following percentages of total Non-Automated Station disposal quantities <br /> are deposited in the public drop off area. <br /> 0.5% for"Low"incoming waste projections <br /> 1.0% for"High"incoming waste projections <br /> 3. Recycling storage area removal assumes the following diversion percentages. <br /> Year 19951 20001 2010 <br /> Diversion 1 30% 30% 30% <br /> 4. Daily waste removal trips assuming"High"incoming waste quantities <br /> Year 1995 1 20001 2010 <br /> Tris 37 44 52 <br /> Assumptions: <br /> 35 CY bin <br /> 250 average lbs/CY <br />