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Decree Case No. 98CW448
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Decree Case No. 98CW448
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Last modified
6/8/2010 9:03:11 AM
Creation date
6/1/2010 9:33:47 AM
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Water Supply Protection
Description
Golden RICD
State
CO
Basin
South Platte
Water Division
1
Date
6/13/2001
Author
Jonathan W. Hays
Title
Decree Case No. 98CW448
Water Supply Pro - Doc Type
Court Documents
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Table 1 <br /> 6 a.m.-6 p.m. Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec <br /> Claimed cfs 70 70 70 255 1000 1000 000 559 251 143 103 70 <br /> Absolute cfs 43 42 45 166 325 840 562 157 129 85 62 49 <br /> Conditional cfs 27 28 25 89 675 160 438 402 122 58 41 21 <br /> Table 2 <br /> 6 p.m.-6 a.m. Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec <br /> Claimed cfs 70 70 70 255 1000 1000 1000 559 251 143 103 70 <br /> Absolute 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Conditional cfs 70 70 70 255 1000 1000 1000 559 251 143 103 70 <br /> The above conditional water rights are based on the unrebutted testimony <br /> regarding use of the Course offered by Dan Hartman (Golden's Director of Public- <br /> Works) and Gary Lacy (the designer and a frequent user of the Course), and the <br /> survey taken by the State's expert witness, Dr. Shelby. It is also based upon <br /> measured flows at the USGS gage, Clear Creek at Golden, Colorado (the "Clear <br /> Creek Gage ") in 1998, 1999, and 2000. After the application was filed, a portion <br /> of the conditional water rights claimed in the application for June and July were <br /> perfected as measured by the Clear Creek Gage in 1999. The Court further notes <br /> the State's admission that an absolute appropriation can be based on an <br /> instantaneous peak flow. However, the burden is upon the Applicant to establish <br /> the maximum flow rates that have been actually used by boaters to obtain an <br /> • <br /> absolute decree. <br /> 7. Diversion and Control: The design capacity of the Course is 1,000 cfs and the <br /> Course was constructed to that design capacity based on the directions from the - <br /> Golden City Council. The 1,000 cfs flow rate was used by the Course designer <br /> weir formulas and other calculations for the structures in the Course. At that flow <br /> rate, diversion structures 2 -7 do not overtop. All of the structures function at the <br /> optimal level to concentrate and control the flow of water, to create waves and <br /> jets.o£-. .water, self - scouring pools, hydraulic holes, large changes in current <br /> direction, and other white -water features that are used by kayakers and other <br /> boaters for recreational purposes. In addition, while over - topping directly affects <br /> the above features and begins to camouflage them, initially it does not destroy the <br /> features. The flow rate, above which the Course's structures are inundated to the <br /> point that they no longer create detectable white -water features, has not been <br /> established; hence, the 1000 cfs sought by Golden is reasonable in light of its <br /> intended use. <br /> Page 5 of 11 <br />
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