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<br />I <br /> <br />I <br />I <br /> <br />The last two water sources would require transbasin diversion facilities. A smaller <br />reservoir decreases costs of storage, but each additional source of water results in <br />increased costs of feeder canals. Costs and other aspects of alternative plans are <br />compared in the next chapter. <br /> <br />I <br />I <br /> <br />I <br /> <br />Transbasin diversions from the Leroux Creek basin and from the Overland Ditch <br />would require the construction of the Leroux Creek feeder canal. The Leroux <br />Creek feeder canal could transport water from Leroux Creek, at a location just <br />downstream from the confluence with Cow Creek to Cactus Park reservoir. The <br />feeder canal would span 5.3 miles in length requiring several chutes, siphons, <br />flumes and other appurtenances. The capacity of the Leroux Creek feeder canal <br />would depend on which source of water was selected. If the source of water is <br />from Leroux Creek basin only, the feeder canal would require a capacity of <br />approximately 40 cfs, whereas, if the source of water is from Leroux Creek basin <br />and from the Overland Ditch, the required capacity would be approximately 80 cfs. <br />Diversions from the Overland Ditch system presently flow into the Cow Creek <br />tributary of Leroux Creek and thence to Leroux Creek. Grand Mesa project water <br />would be diverted from Leroux Creek into the Leroux Creek feeder canal to be <br />stored in Cactus Park reservoir. The present capacity of the ditch would be <br />increased to convey an additional 40 cfs. <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br />I <br /> <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />IV-12 <br />