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<br />~~~~~nn~ ~~~nc~:~evel Opinion of (.:Q~t <br />~.Filmm.l;imJI~w.[j)~rn fJnd ReservOir (S,4~O <br /> <br /> <br />- Basis: Hepworth-Pawlak engineering geology, new <br />topography, Harris area-capacity table <br />- Statistics: 125 ft dam height <br />15 ft freeboa rd <br />850 ft crest ~ t. e ,,;d- <br />spillway: 150 ft wide and 1,500 ft long ~_~o-d <br />-Opinion of Cost: $15.8 MM + 3.9 MM (contingency) <br />= $19.7 MM (+/-500/0) <br />~ 660/0 of capital cost and 550/0 of total cost <br />related to rate and volume of design inflow flood <br />DRAFT <br /> <br />c <br />o <br />~ <br />0.- <br />O"j <br />N <br /> <br />27 <br />