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WSP03821
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Entry Properties
Last modified
1/26/2010 12:52:20 PM
Creation date
10/12/2006 12:00:08 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8430.500
Description
Platte River Basin - Water User Groups-Conservancy Districts - Denver Water
State
CO
Basin
South Platte
Date
6/1/1974
Author
Parsons Brinkerhoff
Title
Eagle-Piney - Eagle-Colorado - Water Study - Summary Report
Water Supply Pro - Doc Type
Report/Study
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<br />Oll1865 <br /> <br />VI. BASES FOR RECOMMENDATION <br /> <br />The evaluation of the four operational configurations was based on the comprehensive <br />programs outlined above, The breadth and intensity of the evaluation emphasizes the importance <br />attached to responsible decision-making by the Denver Board of Water Commissioners, To achieve <br />rational choices, the decision-making process had to be properly structured, Relevant data for <br />evaluating each configuration were weighed; and costs, water deliveries and other influencing <br />factors were identified with the criteria for evaluating the configurations, Careful consideration <br />was given to the complex hydrological, water rights and physical factors within the Study Area, <br /> <br />The decision-making process in formulating the recommendation for the pursuance of the <br />most promising configuration was based not only on the measure of economic benefits in terms <br />of dollars but also on those factors to which a monetary yardstick cannot readily be applied, i,e" <br />environmental enhancement, recreational use, operational flexibility and other factors whose <br />values may be both positive and negative, These factors were considered by employing a planning <br />decision matrix to weigh the values, This planning matrix was applied in conjunction with the <br />technical, economic and water delivery analyses of each of the four configurations, <br /> <br />The methodology applied to determine the water available to each of the four configurations <br />was described previously, Preliminary design drawings of the four configurations were prepared <br />to describe the features of the structures associated with each configuration, Preliminary <br />construction cost estimates were then developed, taking into account the geological, <br />topographical, and environmental influences, The estimates of cost and annual water delivery of <br />each configuration are shown in Table 1, following, <br /> <br />Table 1 <br /> <br />ESTIMATED CONSTRUCTION COSTS, POWER COSTS AND WATER DELIVERIES <br /> <br /> Construction Average Annual Present Worth Average Annual Total Present <br />Configuration Cost Power Cost Cost of Power" Delivery Worth Cost <br /> ($ million) ($ million) ($ million) (1,000 ac-ft/vr) ($ per ac-ftl <br />Eagle-Pinev 145 0 0 77 1,880 <br />Eagle-Colorado 341 7.1 112 170 2,660 <br />tV/Eagle-COloradO 370 6,7 106 177 2,690 <br />Eag le- Pi nev IEagl e-Co lorado 395 4,7 74 183 2,560 <br /> <br />. The present worth cost of power was estimated assuming an amortization <br />period of 50 years and an interest rate of six percent. <br /> <br />The construction and power costs are based on 1973 estimates and may be updated by <br />application of the appropriate factors, <br /> <br />The Eagle-Piney configuration could deliver an average of 77,000 ac-ft of water annually, <br />By comparison, the Eagle-Piney/Eagle-Colorado configuration (basically the Eagle-Piney <br /> <br />10 <br />
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