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<br />In <br />" :-J <br />"'Cl" <br />C\l <br />l...-.,\ <br />c;-; <br /> <br />--- <br /> <br />ct' _' <br /> <br />~""., .-.~"- <br /> <br />possible utilization of the land and water reaources in the Conejos Division <br />of the san Luis Valley projeot can be construated at a later date. atter <br />the agrioultural econOlllY of the area has improved to the extent neoessary <br />to justify the need for an additional late-seaaon irrigation supply. <br /> <br />Flood Control <br /> <br />19. Historic flood damages in the Conejos area have been determined as <br />averaging $87,300 annually for the period of reoord. By standard am acoept- <br />ed probability methods, flood dama~es for a lOO-year period, have been <br />determined as averaging from $84,090 to $95,760 annually. A multiple-purpose <br />reservoir of 60,000 acre_feet capacity at the Platoro site would have reduced <br />the historic annual average flood damages to $24,400 or, on the basis of ' <br />probability methods, to an average of ~t23,410 to '529,090 annually. Thus, <br />the average flood damages prevented in the Conejos area, exclusive of those <br />prevented in New Henco, is $63,400 annually. Capitalized at 3 percent in <br />50 years, this has a capital value of ;:~1,631,300. The plan for j oint use of <br />the Platoro Reservoir would require that. a D4nim1llll capacity pf 4,000 acre- <br />feet of' storage space be available for control of fall rain floods on <br />July 31 of each year. <br /> <br />"-.' " <br /> <br />Costs <br /> <br />20. The estimated presen~ay cost of a 60,000 acre-foot capacity <br />reservoir at the Platoro site is $3,750,000. The annual operation and <br />maintenance costs are estimated as ()8,,500. <br /> <br />Allocation of Costs <br /> <br />',,-.- <br /> <br />21. A reservoir of 40,000 acre-feet capacity at the Platoro site used <br />only for the purpose of flood control would prOvide the maximum control of <br />flocd flows for the least cost; a reservoir of 60,000 acre-feet capacity <br />used wholly for irrigation purposes would provide the regulation necessary <br />to secure 'the optimum increase in gross crop returns at the least cost. <br />Thus, to provide these returns by the use of single-purpose reservoirs 8 <br />total Capacity of 100,000 acre-feet would be necessary. On the basis of <br />equivalent facilities 40 percent of the total cost: of the 60,000 acre~foot <br />multiple-purpose Platoro Reservoir, whiehwill provide equivalent flood eOI)- <br />trol, is allocable to flood control and is non-reimbursable; 60 percent of <br />the cost of the 60,000 acre-foot capacity reservoir, which will provide <br />equivalent irrigation returns, is allocable to irrigation and this portion <br />of the total cost is reimbursable. ' <br /> <br />Annual Costs and Annual Returns <br /> <br />22. Sixty percent of the total cost of the 60.000 acre-foot Platoro <br />Reservoir, $2,250,000, is to be allocated to irrigation and is reimbursable. <br />The annual cost, one_fortieth, is $$6,250. Sixty percent of the estimated <br />annual operation and maintenance costs, estimated at $5,100, will be paid <br />by the \Ster users. The total annual amount payable by ths water users, <br />including repayment of construction costs and payment of operation and <br />maintenance costs, is, therefore, jJ6:j.,350. Forty percent of the total cost <br />of the reservoir, (~1,500,000, is to be allocated to flood apntrol and is <br /> <br />5 <br />