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<br />Maximum height of dam <br /> <br />l50 feet <br /> <br /> <br />. De18S1 <br /> <br />Summary of Reservoir Data and Construction Costs <br /> <br />I <br />I <br />, <br />I <br />I <br />! <br /> <br />Top of dam elevation <br /> <br />. . . . <br /> <br />6290 M.S.L. <br /> <br />Stream bed elevation <br /> <br />6150 II <br /> <br />Maximum water-surface elevation <br />(Maximum flood) ..... <br /> <br />. . . . . . <br /> <br />62$3 <br /> <br />Maximum water-surface elevation <br />(l925 flood) <br /> <br />Spillway crest elevation <br /> <br />6213 <br />6205 <br />6160 <br /> <br />Detention conduit elevation <br /> <br />Maximum spillway capacity <br /> <br />38,000 second-feet <br /> <br />Detention conduit maximum capacity <br /> <br />700 second-feet <br /> <br />Maximum reservoir storage capacity <br /> <br />50,800 acre.-feet <br /> <br />. <br /> <br />Maximum irrigation detention storage <br />capacity . . . . . . . . . <br /> <br />5,270 acre-feet <br /> <br />Estimated cost of dam and reservoir <br /> <br />. $2,781,000 <br /> <br />Preliminary estimate, drawing 256-D-146 <br /> <br />General plan and sections, drawing 256-D-145. <br /> <br />Past Flood Damages <br /> <br />These have been reported by several authorities for the <br /> <br />two major floods of 1904 snd 1925. J. H. Baily, formerly chief <br /> <br />hyclrographer for the State of Colorado ,md now of the Geological <br /> <br />Survey, estimates the total for 1904 at $350,000 and for 1925 at <br /> <br />$70,000. J. H. Griffin, formerly Supervising Engineer CWA and <br /> <br />FERA at Trinidad, estimated damages of $350,000 for 1904. <br /> <br />. <br /> <br />66 <br />