My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Prehearing Statement of the Town of Dillon
CWCB
>
Water Supply Protection
>
DayForward
>
3001-4000
>
Prehearing Statement of the Town of Dillon
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 4:41:24 PM
Creation date
7/24/2009 2:10:00 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8230.51A2
Description
Objectors' Prehearing Statements
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
1/1/3000
Author
Town of Dillon
Title
Prehearing Statement of the Town of Dillon
Water Supply Pro - Doc Type
Litigation
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
67
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
Case No. 04CW217 <br />Page 3 <br />Dillon's position: As noted above, if the upstream end of the proposed RICD begins below <br />the confluence with Salt Lick Gulch, there would be significantly less interference with <br />exchanges or changes of Dillon's water rights. If Dillon uses the Enlargement in the future <br />to replace depletions caused by Dillon's well pumping on the Blue River below the RICD, <br />such additional replacement water may actually enhance the flows through the RICD. <br />ISSUE 4: Whether the frequency and duration of the available flow is sufficient to warrant <br />adjudication of the proposed RICD in the amount of 600 cfs. <br />Dillon's position: USGS stream flow gauge records do not support the requested <br />appropriation of 600 cfs during the Labor Day weekend. Silverthorne's records demonstrate <br />that water was available only 18 % of the time on the relevant weekends. Silverthorne does <br />not explain whether those flows were affected by reservoir releases or demonstrate natural <br />stream flow available for appropriation. None of the years of record used by Silverthorne <br />support the claim to 600 cfs of unappropriated water on the Labor Day weekend. <br />Silverthorne only claims that water was available on Labor Day once in 18 years, in 2004. <br />Even on the Labor Day weekend in 2004, 600 cfs of natural stream flow was not available <br />from the Blue River below Dillon Dam. The USGS stream flow gage records demonstrate <br />that the mean stream flow from all sources above Dillon Reservoir was approximately 84 to <br />96 cfs between September 4 and September 6, 2004. Mean stream flow in Straight Creek <br />on that weekend ranged from 6.3 and 7.9 cfs. As a result total stream flow in the Blue River <br />on that weekend did not exceed 104 cfs. The additional flow measured in the Blue River <br />below Dillon Reservoir that weekend was the result of a storage release by Denver. <br />Silverthorne is not entitled to rely on stream flow records affected by a one time reservoir <br />release to support its claimed appropriation of 600 cfs in this case. Such releases are not <br />subject to appropriation and Silverthorne cannot demonstrate that such flows will be <br />replicated on a regular basis in the future without a long term contract signed by Denver. <br />There are no other stream flow records to support this claim. Dillon requests that the RICD <br />flow rate be reduced to an amount available on a reasonably frequent basis and duration. <br />ISSUE 5: Whether 600 cfs is in excess of the minimum amount needed for a reasonable <br />recreational experience. <br />Dillon's position: The 600 cfs claim is far in excess of the minimum amount needed for a <br />reasonable recreational experience on the Blue River as required by Section 37-92- <br />103(10.3), C.R.S. The CWCB technical guidelines suggest a width of 16.5 feet for a <br />whitewater course. Silverthorne's application is based on a width of 54 feet. There is no <br />reasonable basis for a kayak course to be that wide. As a result, the flow rate should be <br />lowered for all three weekends to an amount needed for a course 16.5 feet in width. <br />III. LIST OF WITNESSES <br />F:\ClieMS\D\DILLT2004CW217 Silverthome RICD\CWCD RICD Heanng\Prehearinq SlatemeM.doc 8/17/200.5
The URL can be used to link to this page
Your browser does not support the video tag.