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<br />on0519
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<br />SUMMfJeW SHEETS (Continued)
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<br />I
<br />
<br />i WATER SUPPLY (average acre-feet annually)
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<br />Project >later supply
<br />Irrigation
<br />Municipal and industrial use
<br />Total
<br />Depletion of Colorado River by
<br />Irrigation
<br />Municipal and industrial
<br />Recreation
<br />Fish and >lildlife
<br />Flood control
<br />Total
<br />
<br />61,700
<br />55,500
<br />117,200
<br />
<br />28,100
<br />18,200
<br />200
<br />100
<br />100
<br />46,700
<br />
<br />project purpose
<br />
<br />IRRIGATION SERVICE AREA (acres)
<br />
<br />Full service land
<br />Supplemental service land
<br />Total
<br />
<br />White River
<br />segment
<br />15,740
<br />2,000
<br />. 17,740
<br />
<br />Total
<br />19,920
<br />3,690
<br />23,610
<br />
<br />Milk Creek
<br />segment
<br />4,HlO
<br />1,690
<br />5,870
<br />
<br />PROJECT COSTSl/
<br />
<br />Construction cost (January 1968 prices) $48,167,000
<br />Annual operation, maintenance, and replace-
<br />ment cost (1964-66 prices) . 107,700
<br />1/ Excludes expenditures by Forest Service for recreational develop-
<br />ments-of Ripple and Lost Park Reservoirs, including $913,000 in constrnc-
<br />tion costs and $25,000 annually in operating costs. Also excludes $13,500
<br />in annual operation, maintenance, and replacement cost connected >lith fish
<br />and wildlife facilities which is paid by the State of Colorado.
<br />
<br />BE1~FIT-COST ANALYSIS
<br />(lOO-year period of analysis at 3.25 percent interest)
<br />
<br />Direct
<br />
<br />Indirect
<br />and public
<br />
<br />Total
<br />
<br />Average annual benefits
<br />Irrigation
<br />Municipal and industrial
<br />>later
<br />Recreation
<br />Fish and wildlife
<br />Flood control
<br />Total
<br />Average annual equivalent costs
<br />Benefit-cost. ratio
<br />
<br />$1,0110,100
<br />
<br />$389,900
<br />
<br />$1,430,000
<br />
<br />1,115,500
<br />221,200
<br />128,400
<br />11,000
<br />2,516,200
<br />
<br />1,115,500
<br />221,200
<br />128, 400
<br />11,000
<br />2,906,100
<br />1,986, WO
<br />1.46:1
<br />
<br />389,900
<br />
<br />2
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