Laserfiche WebLink
<br />\. <br /> <br />ce <br /> <br />Section III Present Water System: A map and description of the present system <br />including distribution, storage, treatment, and raw water source <br />will be prepared. The description will include the capacities and <br />sizes of the various components and an assessment of their general <br />condition. <br />Project Engineer 40 Hrs. <br />Drafting 24 Hrs. <br /> <br />Section IV Water Needs - Present and Future: This section will contain a <br />tabulation of historic per capita water use in terms of annual <br />average, daily average, peak day, and peak hourly rates for the <br />present users of the system as can be determined from the existing <br />data. Where flow measurements are not available, this data will be <br />developed, based on our experience with similar communities in <br />Western Colorado. <br /> <br />The future water needs of the Town of Fruita will be developed by <br />applying these rates to future population estimates. Data for the <br />future population estimates will be sought from the Town of Fruita, <br />Mesa County Planning and Development Department, Colorado West Area <br />Council of Governments and other sources as may be appropriate. <br /> <br />An assessment of the water quality of the four alternative sources <br />will be determined by review of existing available data and by <br />conducting analysis of additional water samples as required for Ph <br />manganese, nitrate, sulfate, hardness, chloride, and total dissolved <br />solids. <br /> <br />A tabulation of existing Fruita water rights will be included with <br />an engineering judgement of the safe probable yield of those water <br />rights. An investigation of the, watershed and a determination of <br />and estimated total watershed yield will be included. The objective <br />of this effort is to determine if the present watershed now, or in <br />the future, can be improved to provide the projected water quality <br />requirements. <br />. Project Engineer <br />Secretary <br />Laboratory Analysis <br /> <br />40 Ht's. <br />24 Ht's. <br />$500.00 <br /> <br />Section V <br /> <br />Develop Alternatives: This section will define the scope and extent <br />of the four alternatives previ ous1y menti oned. A pre 1 imi nary <br />layout of each plan will be prepared and equipment will be sized <br />for the purposes of learning construction conditions; preparing <br />construction, operating, and maintenance cost estimates; and <br />evaluating the necessary institutional arrangements. The alternatives <br />to be investigated include continued operation of the present system <br />with its long gravity flow raw ~Iater line to the treatment plant. <br />Particular emphasis will be givEm to the needs and costs of <br />maintaining that line in reasonable repair, adequacy of line size for <br />the projected future needs, and the potential capability of the <br />existing raw water storage and ~Iatershed to satisfy future needs. <br />An evaluation of the conditions of the existing reservoirs will be <br />done in this section including such factors as the location of the <br />flow line under Gobbo Reservoir, litigation of water rights at <br />