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TABLE 2 - HAUL ROAD SUMMARY OF CUT AND FILL CONFIGURATIONS <br /> 20AD CUT ONLY FILL ONLY CUT AND FILL NO EARTHWORK CUTS, TOTAL FILLS. TOTAL TOTAL ROAD LENGTH <br /> A U 500 4,050 1,850 4,050 4.550 6,400 <br /> B 350 650 2.550 150 2.900 3,200 3,700 <br /> C 2,950 1,150 8,750 2,950 11,700 9,900 15,800 <br /> D 0 1,650 10,350 0 10,350 12,000 12,000 <br /> UA 3Uu 0 300 0 60U 300 GOU <br /> E 550 500 4,800 400 5,350 5,300 6.250 <br /> F 1,450 3,150 7,900 900 9,350 11,050 13. *,00 <br /> G 2.500 2,950 9,400 4,850 11,900 12,350 19, 00 <br /> TOTALS 8,100 10,550 46,100 11,100 56,200 58,650 77,850 <br /> NOTES: <br /> 1) TOTAL LENGTH (FT) OF ROAD SECTIONS CONSTRUCTED IN A CUT ONLY <br /> 2) TOTAL LE14GTII (FT) OF ROAD SECTIONS CONSTRUCTED IN A FILL ONLY <br /> 3) TOTAL LENGTH (FT) OF kOAD SECTIONS CONSTRUCTED IN BOTH CUT AND FILL <br /> 4) TOTAL LENGTH (FT) OF ROAD SECTIONS CONSTRUCTED WITHOUT SIGNIFICANT EARTFiWGRK <br /> 5) TOTAL LLN(;TII (FT) OF CUTS ALONG THE ROAD <br /> 6) TOTAL LENGTH (FT) OF FILLS ALONG THE ROAD <br /> 13 <br /> GEC44YM CONSULTING,INC. <br />