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<br /> <br />Town of Kremmling <br />November 25-26,2002 <br /> <br />Agenda Item 20d. <br />(Updated December 4, 2002) <br /> <br />Water Riahts <br />The Town owns a 6 c.f.s. direct flow right out of Sheep Creek, and a 139 ac. ft. storage <br />right in the Jones #2 Reservoir. The reservoir is used as a water supply during the <br />summer when the direct flow rightis not in priority. The Town also owns a conditional <br />3.0 c.f.s direct flow right out of the Colorado River (case 96CW171), which will be llsed <br />for the proposed project. Since this conditional right will not be in priority for the entire <br />year, it will be augmented with water purchased from Wolford Mountain Reservoir. <br /> <br />Town of Kremmling <br />The Town of Kremmling is a Colorado municipal corporation with the authority to set <br />water rates, issue debt, and provide services in accordance with the laws of the State of <br />Colorado. The Town is subject to the provisions of TABOR, and plans to repay the! <br />CWCB loan using revenues from its water enterprise fund. <br /> <br />Proiect Description <br />Four alternatives were analyzed in the feasibility study: <br />1. The no-action alternative <br />2. Construct a pipeline from the Colorado River (or from a nearby well field) to thle <br />water plant ($3.5 million) <br />3. Construct a pipeline and water plant on the east end of town ($4.9 million) <br />4. Construct a pipeline from the Colorado River to the Jones #2 Reservoir ($1.6 million) <br /> <br />Alternative No.1: No Action. This alternative was ruled out because it could result in a <br />severe water shortage for the Town in Summer 2003 as well as summer watering <br />restrictions in all future years. <br /> <br />Alternatives No.2 and No.3 were ruled out due to cost. <br /> <br />Alternative No.4: Construct a pipeline from the Colorado River to the Jones #2 <br />Reservoir ($1.6 million) was selected as the most economical method of providin!~ an <br />additional water supply for the Town. <br /> <br />Selected Alternative No.4 requires the construction of two pump stations and a <br />pipeline. The first low-lift station will pump water from the Colorado River to the hi-lift <br />pump station, which will in turn pump water over the hill to the Jones #2 Reservoir. The <br />pipeline length is approximately 12,000 ft. This new system will provide approximately <br />400 acre-feet per year. The estimated cost is $1.616 million as shown in Table 1: <br /> <br />a e . rOJec os ummary <br />Item Cost <br />Mobilization $89,824 <br />Low-lift Pumc Station $274,000 <br />Low-lift Forcemain $256,268 <br />Hi-lift Pump Station $320,000 <br />Hi-lift Forcemain $312,631 <br />Demobilization $11,228 <br />Contingencies $183,578 <br />Engineering/Desig n/Construction $168,891 <br />ManaQement <br />Total $1,616,420 <br /> <br />Tbl 1 P . t C t S <br /> <br />2 <br />