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Last modified
1/26/2010 4:14:39 PM
Creation date
10/12/2006 5:31:44 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8443.600
Description
Narrows Unit - Studies
State
CO
Basin
South Platte
Water Division
1
Date
9/13/1963
Title
Report to South Platte River Steering Committee On Additional Site Selection Studies
Water Supply Pro - Doc Type
Report/Study
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<br /> <br /> <br />,. . <br /> <br />REPORT TO SOUTH PLATTE RIVER STEERING COMMITTEE <br />ON ADDITIONAL SITE SELECTION STUDIES <br /> <br />NARROWS vs WELD COUNTY <br /> <br />September 13, 1963 <br /> <br />Since the last meeting of the steering committee, the Bureau of <br />Reclamation has investigated four different items pertaining to the <br />Narrows-Weld County site selection problem. <br /> <br />First - Providing service to Riverside by three different <br />alternates, all having pumps: <br /> <br />(a) New Riverside Canal with pumping of supplemental <br />water from Jackson Lake <br /> <br />(b) Jackson Lake pump <br />(c) Narrows pump <br /> <br />Second - Providing a pump to deliver water te the North Sterling <br />ditch, diverting from the South Platte River immediately <br />below the town of Sterling. <br /> <br />Third Providing service to the Bijou Canal by an exchange <br />using Empire Reservoir for temporary storage. <br /> <br />Fourth - Drilling the Weld County site and an alternate site 1.4 <br />miles downstream from the Weld County site on a <br />location proposed by Mr. Osborne. <br /> <br />The first, second and fourth of these items were requested by the <br />Colorado Water Conservation Board. The third was a short study under- <br />taken by us to further evaluate the exchange potential to the Bijou <br />Canal. <br /> <br />I will report on these in the order given, but first I would like to <br />call attention to the salient points of our February site selection <br />presentation. These are shown on Table 2. <br /> <br />See 'l'a ble 2 <br /> <br /><. <br />Most of us have recognized, I think, that the Riverside Canal could <br />be served by pumping, but the exact manner of providing thi" service <br />and the cost" were not developed until now. In studying this <br />appurtenant feature, we considered various alternates and made cost <br />. studies on three. The one having the most merit appears to be the <br /> <br />
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