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WSP08483
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Last modified
1/26/2010 2:48:23 PM
Creation date
10/12/2006 3:00:23 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8200.750
Description
San Juan River General
State
CO
Basin
San Juan/Dolores
Water Division
7
Date
6/11/1952
Author
BOR
Title
South San Juan Project - New Mexico - Status Report - June 1952
Water Supply Pro - Doc Type
Report/Study
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<br />003141 <br /> <br />", <br /> <br />SYNOPSIS <br /> <br />report on the Colorado River Storage project and participating projects. <br />The D plans, notwithstanding their greater over-all cost, would not be <br />excluded oy thi8 0rite~~on, <br /> <br />Interesting 8CO.lnru.CC comparisons between the large projects and the <br />small projects are noted in Table I. With hydraulic pumping (D plans), <br />the large projects have slightly lower over-all costs per acre and con- <br />sequentlyhigher benefit-cost ratios than small projects. The large <br />projects ,with about triple the irrigated acreage, have substantially <br />higher net benefits (benefits in excess of costs),' With electric pumping <br />(E plans), the large projects have slightly higher over-all costs per <br />acre and lower benefit-cost ratios, but far higher net benefits than the <br />small projects. <br /> <br />The comparisons in Table I are based on amortizing construction costs <br />over a 100-year period at 2'.5-percent intereat. If a shorter. period or a <br />higher interest rate were assumed, the comparisons would be even more <br />favorable to the E plans. The analyses indicate that the South San Juan <br />project Would be economically justifiable and that the relative justifi- <br />ability would be substantially the same for any size of development <br />ranging from about 20,000 acres up to the limits of the availabl~ water <br />supply. <br /> <br />.. <br /> <br />If the South San duan project were limited to the irrigation of <br />lands outside the Navajo Indian Reservation that can be served by gravity <br />flow from the Shiprock project canal, it would serve only about 2,270 <br />acres. The added cost of constructing the Shiprock project facilities <br />large enough to irrigate these lands probably would not exceed $750 an <br />acre, and the added annual 0peration and maintenance cost is estimated at <br />about $1.25 an acre. Both of these costs are materially less than cor- <br />responding costs for any of the larger plans that would require pumping. <br /> <br />The Hammond project that would divert the natural flow of the San <br />Juan River to irrigate 3,670 acres of land on the south side ,0f the river <br />near Bloomfield, N. Mex., has beeD recommended for authorization as a <br />participating project with the Colorado River Storage project. As an <br />alternative, the Hammond project lands also might be served by an <br />enlargement of the Shiprock project canal. The desirability of this <br />alternative has not been investigated but should receive attention in <br />future studies. <br /> <br />.. <br /> <br />Authorization to construct a dam and power plant on the San Juan <br />River at the Navajo site as a unit of the Colorado River Storage project <br />:was recollllllE>nded in the December 1950 report previously mentioned. The <br />unit was intended for power prOduction and to assure deliveries of <br />Colorado River water at Lee Ferry as required by the Colorado River <br />Compact. The report menti'ltled possible need of the storage site .for <br />irrigation of lands in the San Juan Basin and cited a provision J,n the <br />Upper Colorado River Basin Compact of 1946 providing that if such need <br /> <br />iv <br /> <br />
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