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City of Rifle Water Conservation Plan <br />Final Report -July 2008 <br />different pressure zones. With the exception of a limited amount of sub-standard non- <br />PVC water mains, the City's distribution system infrastructure meets the City's standards <br />and has many years of remaining useful life. Average distribution system water loss is <br />estimated at about 7% of finished water production, but there is significant uncertainty in <br />this value. <br />Raw Water System Infrastructure <br />In addition to supplying potable water to its customers, the City of Rifle also owns and <br />operates raw water delivery facilities to provide irrigation water to Rose Hill Cemetery <br />and Deerfield Regional Park (see Figures 1-2a and 1-2b). Both areas are irrigated with <br />Rifle Creek water. Rose Hill Cemetery is supplied from Rifle Creek Canyon Ditch <br />through a diversion located about one-half mile north of CR-293 (N. Graham Rd.); a pair <br />of water tanks at the diversion feed an 8" PVC line that delivers water to the cemetery. <br />Deerfield Park is supplied via the Wisdom Ditch at a diversion point less than 1 mile <br />from the intersection of County Roads 291 and 296. From the Wisdom Ditch, water is <br />diverted via buried 6" PVC pipe to a regulating pond at the west side of Deerfield Park. <br />Because one of the primary goals of this conservation plan is to reduce the need for future <br />potable system infrastructure, the City's raw water system is not discussed much further <br />in this report. It should be noted, however, that expanding raw water use is also a good <br />means, like conservation, for reducing the need for potable system infrastructure. The <br />City should consider watering parks with raw water. Macintosh Park is currently in the <br />process of being moved off the potable system. The City should also consider requiring <br />raw water use in new developments. <br />Water Sources/Water Rights <br />The City has a diverse water rights portfolio, which reliably meets the City's current <br />needs. The current water rights also can meet additional future needs, but not all the <br />water demands projected to be needed by "buildout." While increases in water demand <br />due to additional development are to be met via senior water rights dedicated to the City <br />or cash-in-lieu paid to the City by developers, conservation has the potential to reduce the <br />amount of water the City will need to acquire in the future. Key points regarding the <br />City's current water rights are: <br />• The City has 10.1 cfs (6.5 mgd) of Colorado River rights, which can be diverted at <br />the GMWTP pre-sedimentation pond and raw water pump station for municipal use, <br />that are considered very reliable (unlikely to be "called-out" in a dry year). These are <br />either rights that are very senior, or are protected by the Green Mountain Reservoir <br />Historic User's Pool. This 10.1 cfs is the core of the City's portfolio. <br />• The City shares one-half of the 2.0 cfs of senior rights on Beaver Creek. This senior <br />1 cfs, plus an additional 1 cfs of junior rights in Beaver Creek, allows the City to <br />divert water to its BCWTP. As discussed previously, due to a lack of physical supply <br />at the City's Beaver Creek headgate in a dry year, these rights do not constitute a <br />significant reliable supply. <br />• The City has an augmentation plan, created in 1986, which increases its reliable <br />Colorado River supply for municipal use. The plan was crafted around two main <br />augmentation water supplies: <br />o The dry-up of senior historic irrigation water rights, many of which are <br />associated with ditch water originating from Rifle Creek. The depletion <br />credits from this tota1616.5 acre-feet/year with an associated 33.5 ac-ftlyr of <br />return flow obligations. <br />SGM # 99055A-388 8 Existing Water System Profile <br />