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' <br />' <br />, <br />1 <br />, <br />' <br />' <br />WATER RIGHTS <br />The Lake Canal Company Reservoir Company has issued 160 shares of water stock which is <br />presently owned by 46 stockholders. All of the stock is privately owned and used for agricultural <br />purposes. All the water is delivered to the Lake Canal Ditch by a diversion from the Box Elder <br />Creek. The Lake Canal Ditch is owned by The Lake Canal Company which is a separate company <br />from the Lake Canal Reservoir Company. However, all the water stored and delivered from the <br />Gray Lakes is owned by stock holders in the Lake Canal Company. <br />The Lake Canal Reservoir Company has historically supplied a portion of the irrigation water for <br />approxunately 5,200 acres of land. The water for irrigation is supplied by a storage decree from <br />Box Elder Creek equal to 1,178 acre-feet. The priority numbers, appropriation dates, and storage <br />right are summarized in Table 1. The Lake Canal Ditch Company, which is separate from the <br />Lake Canai Reservoir Company, also delivers CBT water and water from Tunanth Reservoir and <br />Lake Canal Reservoir No. 1. <br />1 <br />' Reservoir <br />' North Gray <br />' South Gray <br />' <br />Gray No. 3 <br />' <br />, <br />' <br />' <br />, <br />1 <br />TABLE 1 <br />GRAY LAKES WATER DECREES <br />Priority Appropriation Gage Height <br />Date Feet <br />2 April 1, 1882 <br />50 November 1, 1902 <br />77 November 15, 1904 <br />3 April 1, 1882 <br />51 November 1, 1902 <br />78 November 10, 1904 <br />76 November 14, 1904 <br />NEED FOR THE PROJECT <br />7.5 <br />11.5 <br />13.65 <br />Storage <br />Acre-Feet <br />136 <br />139 <br />58 <br />6.0 275 <br />14.0 237 <br />18.0 222 <br />13.0 111 <br />TOTAL 1.178 <br />The company desires to preserve the storage right on this reservoir and is interested in <br />rehabilitating the dam to allow full storage. At the present tnne, Gray Lake Reservoir No. 3 is <br />restricted to zero storage by the State Engineer due to the poor condition of the dam and outlet <br />works. The latest inspection report completed by the by the State Engineer in 1999 is included <br />in Appendix G. The State Engineer has rated the upstream and downstream slopes, the outlet, the <br />spillway, and the seepage conditions as poor. These items will have to be addressed to bring the <br />reservoir to full storage. <br />Gray Lake-Feasibiliry Study � Page 4 <br />' <br />