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Exhibit G-50 to G-53
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Exhibit G-50 to G-53
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Last modified
6/14/2010 1:27:49 PM
Creation date
6/10/2010 10:31:49 AM
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Water Supply Protection
Description
Golden RICD
State
CO
Basin
South Platte
Water Division
1
Date
12/8/2000
Author
Gary M. Lacy, P.E.
Title
Exhibits G-50 to G-53
Water Supply Pro - Doc Type
Court Documents
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s <br />l l.' <br />Recreation Engineering & Manning <br />oft `ft oo <br />- 485 Aropaho¢. Avenue <br />Doti (der, Colorado 8 0 3 0 2 <br />X o3) 545 -5883 Phone /Fax <br />February 22, 2001 <br />Via Fax: 303 - 443 -6864 <br />Steven Y. Bushong, Esq. <br />PORZAK BROWNING & BUSHONG <br />929 Pearl Street, Suite 300 <br />Boulder, CO 80302 <br />Dear Mr. Bushong:. <br />This is a follow -up letter to my earlier reports regarding the wmter rights application filed <br />by the City of Golden for the Whitewater Course on Clear Creek. I am responding to information <br />contained in the flow Assessment Report prepared by Bo Shelby and Doug Whittaker of <br />Confluence Research and Consulting, dated Feb.5,2001. <br />Questions <br />Olt is hard to give an "optimum flow" for the entire Golden Whitewater course, since different <br />features within the course react differently at different flows. The interview questions did not <br />take this into account. There are more use options at higher flows since more intermediate areas <br />are available as well as more advanced areas form at different parts of the course. <br />2) The interview questions did not ask people the flow that they thought would be the best for <br />world class events or similar high level competitions. In such competitions, the desired flows are <br />higher because of the increased challenge as well as the whitewater features that are necessary. <br />Of note is the statement by a number of boaters that said that the high flows are the best and some <br />said there is no such thing as flows that are too high. (from appendix C) <br />
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