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Show Table H- ll Dyne Poverplant Tailvater Reservoir Data Type of Data Site No. 1 Site No. 2 Site No. 3 Location of dam axis from Three Forks Dam height above streambed Crest length of dam Volume of dam embankment Haul distance of borrov Spillvay capacity required Outlet vorks capacity required Length of road relocation Length of access road Length of stream inundated: Diamond Fork Sixth Water Head loss at Dyne Poverplant Annual pover benefit loss Construction cost ($ 1,000) Present vorth of benefit loss ($ L, 000) Total economic cost ($ 1,000) $ lU, 293 1,000 feet 300 feet upstream dovnstream 125 feet 85 feet 310 feet 305 feet 365,000 c. y. 190,000 c. y, 1.60 mi. 1. U0 mi. 6,500 cfs 9,500 cfs U00 cfs U00 cfs 0 1.15 mi. 5.6 mi. 0 0 0.60 mi. 0.80 mi. 0.50 mi. 106 feet U0 feet $ 117,000 $ 66,000 $ 10,722 $ 10,302 $ 3,571 $ 2,015 $ 12,317 3,100 feet dovnstream 80 feet kkO feet 230,000 c. y .85 mi. 9,600 cfs U00 cfs 1.50 mi. 0 0.85 mi. 0.15 mi. 0 0 $ 11,880 0 $ 11,880 60 7 |