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<br />12. <br /> <br />. '. <br /> <br />f}G~584 <br /> <br />" <br /> <br />_. <br /> <br />Canon City. Tn. future supply to this city will probably reach <br /> <br /> <br />3,730 ~cre-feet annually in the year 2000. The supply system that conveys <br /> <br /> <br />water from transmountain diversion tunnel portal on Grape Creek will cost <br /> <br /> <br />$475,000. This doesnot include the cost of a purification plant or an <br /> <br /> <br />addition to the present one. The canstruction oost amortized at 3% for <br /> <br /> <br />50 years, would give an annual cost of $18,500 for the pipe line. This <br /> <br /> <br />would amount to $4.95 per acre-,foot based on the future water demBlld', On the <br /> <br /> <br />present demand it would be CIO.OO per aCre-foot. <br /> <br /> <br />Since the present supply is adequate in quantity the allowable <br /> <br /> <br />charge would probably be based on the oost of other consumers of water for <br /> <br /> <br />irrigation purposes. <br /> <br /> <br />The pipe line down the valley from Pueblo v.ould cost apprcximate- <br /> <br /> <br />ly ~4,500,000, which, amortized at 3% for 50 years would produoe an annual <br /> <br /> <br />oost of $175,000. Based on the delivery of 15,000 acre-feet annually the <br /> <br /> <br />cost per acre-foot would be $11.65. A purification pl!llIt would oost $200,000 <br /> <br /> <br />based on a plant oosting $15,000 per one million gallons per day oapacity. <br /> <br /> <br />This figure amortized at 3% for 50 years would be $7,272 annually. Based <br /> <br /> <br />on 15,000 ncre-feet delivery the annual cost for acre-foot would be approxi- <br /> <br /> <br />mately to. 50. The system would therefore cost approximRte1y $12.00 per <br /> <br /> <br />acre-foot for the installation alone. It seems that such a system might be <br /> <br /> <br />built, from these figures,' however, the oost to the consumer wou1dbe higher, <br /> <br /> <br />than it now is. <br /> <br />Benefi ts from the above system would probably not be greater than <br /> <br /> <br />for irrigated lands. However, the towns would be furnished an adequate sup- <br /> <br /> <br />ply at 5-1/2 g~ains hardness. <br />