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WSPC02454
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Last modified
1/26/2010 11:19:15 AM
Creation date
10/9/2006 3:23:38 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8283.200
Description
Colorado River Basin-Colorado River Computer Models-Colorado River Decision Support System
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
12/1/1995
Title
San Juan River Basin Modeling-San Juan Special Water Right Operations
Water Supply Pro - Doc Type
Report/Study
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<br />~n~~S~ <br /> <br />the terms of the contract, the 8,000 acre-feet can only be used after the San Juan Power Plant <br />has fully utilized its own 16,200 acre-feet of contract water from Navajo Reservoir and to date, <br />this lease water has never been used, <br /> <br />Four Comers Power Plant <br /> <br />The Four Corners Power Plant is operated by Arizona Public Service Co. (APS) and is <br />located on the south side of the San Juan River about 16 miles southwest of Farmington. The <br />facility includes five coal,fired generation units with a capacity of 2,040 net megawatts. Water <br />for the operation of the plant is pumped from the river to storage in the 35,000 acre-focit Morgan <br />lake, located near the plant. The Four Corners Power Plant does not have conventional cooling <br />towers but rather relies upon Morgan lake for cooling. <br /> <br />Water for the Four Corners Power Plant is obtained pursuant to a permitted New Mexico <br />water right granted to Utah International and now held by BHP. This right is permitted for 51,600 <br />acre-feet per year with a 1955 priority date that is slightly senior to the United States' storage <br />right for Navajo Reservoir. According to APS personnel, the power plant currently diverts <br />approximately 30.000 acre,feet per year of which about 8,000 to 10,000 acre-feet returns to the <br />San Juan River via the Chaco River. This return flow represents "blowdown" from the reservoir, <br />necessary to reduce the sediment loading in Morgan lake. In any given year, the amount of the <br />return flow is dependent upon the sediment loads in the San Juan River at the river pumping plant, <br />the plant demand and the rate of evaporation from the reservoir. For purposes of the CROSS <br />WRPM, it is assumed that the annual demand of 30,000 acre-feet per year is evenly distributed <br />throughout the year (2.500 acre,feet per month) and that the average return flow would be 9,000 <br />acre-feet, also evenly distributed throughout the year (750 acre,feet per month). In the CROSS <br />WRPM, all of these return flows are assumed to accrue to the river above the USGS Stream Gage <br />No. 08379500. According to APS personnel. there are presently no plans to construct additional <br />generating units or to otherwise increase the water demands. <br /> <br />As described above, BHP has also leased up to 8.000 acre-feet of yield from its permitted <br />water right to the San Juan Power Plant. This lease has not been exercised. <br /> <br />Irrigation Water Rights on the San Juan River <br /> <br />There are a number of large irrigation water rights which divert from the main stem of the <br />San Juan River downstream of Navajo Reservoir and upstream of the Town of Shiprock. These <br />are briefly described herein. None of these structures are direct beneficiaries of the Navajo <br />Reservoir Project, although they all benefit from the regulation of the natural river flows that is <br />provided by the reservoir. <br /> <br />The Citizens Ditch is permitted for 9.21 cfs with a 1881 priority and 100.56 cfs with a <br />1907 priority and is used for irrigation of approximately 9,500 acres on the north side of the river <br />between Navajo Reservoir and Farmington. The ditch delivers water to a number of smaller ditch <br />companies and also carries a small amount of M & I water. Based on historic diversion practices, <br />the USBR has estimated the average monthly diversion demands which are summarized in the <br />following Table 1. These diversions are inclusive of the small amounts of industrial water delivered <br />through the ditch and are recommended for inclusion in the CROSS WRPM. In the WRPM, 10% <br />of the irrigation return flows are assumed to return above the headgate of the Hammond Canal and <br /> <br />24 <br />
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