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<br />Spring Creek as far downstream as possible to minimize the <br />amount of unconttMo II ed dtMai nage area above Pi etMce. Tab J e 1 <br />shows structure data for the single proposed dam which would <br />be about 42 feet high with a storage of 7000 ac. ft. The <br />design of a dam at this location would have to meet criteria <br />for the probable maximum precipitation IPMPI event. <br />App,"oximately 1.75 mi II ion cu yds of Ii II mate,"ial would be <br />necessa'"y at an estimated cost of seve,"al mi II ic.n dcolla,"s. <br />