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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 />Facilities Improvement Feasibility Report. The report was <br />completed in early 1975. The main problems covered in this plan <br />are discussed hriefly. <br /> <br />The plan was based upon design criteria consistent wi.th <br />acceptable practices of the water works industry. This includes <br />significant consideration of fire protection criteria of <br />Insurance Services Office. <br /> <br />The water source selection process was long and tedioLls for <br />the Town of Meeker. This resulted from the followinq: <br /> <br />1. The White River freezes during the winter, including ice <br />formation on the bed. <br /> <br />2. The White River surface stream is characterized as being <br />relatively hard water. <br /> <br />3. Three miles upstream from Meeker, Coal Creek adds <br />natural dissolved pollutants. <br /> <br />4. Geol;>hysical and test hole drilling indicated that large <br />quantities of alluvial groundwater are available to <br />wells, the temr;>erature of which is advantageously warm <br />at an estimated 380 F during the winter. <br /> <br />5. Test pumping from groundwater pointed toward an <br />additional hardness characteristic of the groundwater. <br /> <br />The water source selection "las critical. It was important <br />not to make a premature select ion i the sifting and detaill~d <br />analyses of water resources facts and regional considerations <br />were undertaken. The water supply plan is based upon combined <br />surface ground water and groundwater sources. Surface water will <br />he used for "hase load" purposes. Summer irrigation demands will <br />be met with groundwater. Blending of the two sources will result <br />in water of suitable hardness. <br /> <br />-4- <br />