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<br />002439 <br /> <br />-,' <br /> <br />-. 2 - <br /> <br />Page 47 District 64 <br />Paragraph 2, Une " <br /> <br />"Julesburg Heservoir is il 's only stora[;e f2cility with a de- <br />creed storage CaIJaci ty of over 28 ,000 acre feet. II <br /> <br />This statement needs clar:l.fj.cation, <br />Sterling are in and service Dicc;trict 64; <br />diversions are in District I. <br /> <br />as both Prewitt and North <br />however, their intake <br /> <br />Page 101 Paragr2.ph 2 <br /> <br />"Viater would be diverted through the Beaver Canal to a small <br />storage reservoir of 10,000 acre feet to. be called the Badger- <br />Beaver Reservoir." . <br /> <br />The Diversion will be made through the Bijou Canal not the <br />Beaver Canal. <br /> <br />One of the deficiencies of t:lis report j.s the omis:3ion of an <br />alternative for consideration below Kersey at an elevation adequate <br />to service all the diversions below Kersey by gravity flow. <br /> <br />Diversions servicing 60,000 acres occur between Kersey and <br />'1ieldona, with total diversions of storage and direct flow exceeding <br />250,000 acre feet. The net difference of stream flow between <br />Kersey and ;,'ieldona is over 20.0,000 acre feet. <br /> <br />This alternative should have fit the geographic scope an.d is a <br />proposed project funded by the legislature for an investigative study. <br /> <br />Alternative 4 <br /> <br />,. <br /> <br />Expansion of Jac]cson Lake by approximately 10,000 acre feet, <br />although pos,oible, is highly imprObable. It would need to be filled <br />by way of the Riverside Irrigation District.Ditch to gain the <br />necessary elevation. <br /> <br />Alternative 6: Off-Channel Storage of main Stream Flows. <br /> <br />Speaking of the major"reservoirs from Greeley to Julesbvrg, <br />"Hather than storing tributary flows, these off-channel reservoirs <br />largely serve to store water for irrigation." <br />When capacity is available, these systems will store any and all <br />waters. Studies have estimcited that approximately 10)0 of storage <br />capacity is displaced by sand. <br /> <br />As an alternative, dredging. and_expanding these existing systems' <br />that are practical shonld be analyzed. lJ1he'38 reservoirs with their <br />high seepage loss are such an integral part of tile river system that <br />their value to the river down stream lC.ay very well be of more value to <br />the river than the people that built and paid for them. <br /> <br />'T'hese IJrOposed re'3.ervoirs in Al ternati'fe 6 s~lOuld be analyzed <br />individually. <br />