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Memorandum <br /> 2/1/96 <br /> Page 2 <br /> TABLE 1 <br /> REVISED EXCAVATION AND FILL REQUIREMENTS <br /> AUSTIN ROAD LANDFILL EXPANSION <br /> EXCAVATION/FILL ITEM EXCAVATION FILL <br /> CY CY <br /> LANDFILL EXPANSION EXCAVATION,PHASE I-VI 1,880,000 <br /> CREEK CHANNEL-NEW ALIGNMENT 47,000 <br /> FLOOD PLAIN 70,000 <br /> LANDFILL SURFACE WATER DETENTION POND 33,000 <br /> CREEK CHANNEL-FILL EXISTING ALIGNMENT 37,000 <br /> LINER SOIL, PHASES I-VI 2 FT 593,000 <br /> OPERATION LAYER, PHASES I-VI G.5 FT 445,000 <br /> EXISTING LANDFILL FINAL COVER (3 FT) 516,000 <br /> FINAL COVER,PHASES I-VI 2.5 FT 741,000 <br /> DAILYMqrERMEDIATE COVER-EXISTING LF 1) 270,000 <br /> DAILYX TERMEDIATE COVER-EXPANSION LF (2) 3,010,000 <br /> TOTAL EXCAVATION AND FILL 2,030,000 5,612,000 <br /> NET EXCAVATION REQUIRED 3,582,000 <br /> FROM BORROW AREA <br /> (1) Daily/Intermediate Cover from FDSR Table 1-5 revised as follows: <br /> 400,000 CY [from Table 1-5] X (3+1)/(5+1) = 270,000 [rounded to nearest 10,0001 <br /> (2) Revised Daily/Intermediate Cover calculated as follows: <br /> 18,050,000 CY [total site capacity form FDSR Table 1-11 / (6+1) = 3,010,000 <br /> [rounded to nearest 10,000] <br /> File: 12-00112-10101-0103 <br /> C:\AAPFIAUS 1N\CP\FILL.DOC <br />