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<br />I. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />The location of the Peterson Ditch, and the fact that the ditch would be able to provide a gravity <br />supply, make it ideal for a water supply source for the proposed reservoir. Although the Peterson <br />Ditch is an efficient and cost effective source for filling the reservoir, certain limitations are <br />associated with using the Peterson Ditch to deliver water to the reservoir. The diversions <br />through the Peterson Ditch will primarily occur during the winter months when sub-freezing <br />temperatures are highly possible. Freezing temperatures could prevent diversions due to icing <br />and the possibility of ice jams. The timing of diversions may help eliminate this problem. There <br />is a fairly lengthy time period during the winter months when the flows in the river are high <br />enough to support this re-regulation project. It appears there is sufficient time in moderate <br />temperatures to divert a full supply to the reservoir. These are operational issues that would have <br />to be considered as the project moves forward. <br /> <br />c. Water Deliveries to the South Platte River <br /> <br />The reservoir would release water to the South Platte River through an existing flood control <br />drainage channel for the town of Ovid. The release structure for the reservoir will be sized with <br />a maximum capacity between 50 - 60 cfs. In preliminary modeling, an outlet capacity of 50 - 60 <br />was capable of meeting the augmentation needs of GASP in this reach of the river. The flood <br />control drainageway will need to be evaluated as to the rehabilitation and improvements ofthe <br />structure required in order for the drainageway to efficiently convey the releases from the <br />reservoir to the South Platte River. The flood control channel being considered for inclusion in <br />the project was a part ofthe SCS Sedgwick Sand Draw reservoir project that was constructed to <br />provide flood protection to the area. This channel has not had any regularly scheduled <br />maintenance over the years. The proposed reservoir project includes rehabilitation work on the <br />existing channel as well as future continuing maintenance of the channel. This feature will <br />provide an added benefit to the local community. <br /> <br />D. Water Supply <br /> <br />The water supply for an off channel reservoir would be dependent on either a junior water right <br />for diverting water or the transfer of a senior right. Flows in the South Platte River significantly <br />increase during the winter months due to return flows entering the river. There is generally no <br />call on the river during the winter months, which would allow a junior diversion to the reservoir <br />to operate. This would provide the prime opportunity for diverting water to the reservoir. <br /> <br />The historic gage flows in the river at Julesberg have exceeded the 120 cfs threshold during the <br />April 1 st to October 15th compact time period. This would indicate that a reservoir could divert <br />some water during this time period as well and store it for reregulation when the flow in the river <br />drops below 120 cfs at the state line. This would allow the reservoir the ability to fill and refill <br />in one season when conditions were right. <br /> <br />The results of this study conclusively shows that the winter flows in this reach of the river are <br />adequate to fill a reservoir of this size the majority ofthe time. Flow records for the South Platte <br />River were analyzed for a 30-year historic study period (1966-1996). One can assume from <br />historic records that any other diversions that occurred during the winter months would be <br />reflected in the gage and that the recorded flows would be in priority for a junior diversion on the <br />lower reach of the river. The information available indicated that in all but two of the years <br />(1977 & 1978), there would be adequate flows in the river to allow for the diversions needed to <br /> <br /> <br />9 <br />