My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP02643
CWCB
>
Water Supply Protection
>
Backfile
>
2001-3000
>
WSP02643
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 12:37:54 PM
Creation date
10/11/2006 11:15:15 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8240.200.30.B
Description
UCRBRIP
Basin
Colorado Mainstem
Date
8/1/1994
Author
CWCB
Title
Draft Issues Document for the Appropriation of Instream Flows by the Colorado Water Conservaiton Board for the Recovery of Endangered Fish Species of the Upper Colorado and San Juan River Basin
Water Supply Pro - Doc Type
Publication
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
17
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
<br />e <br /> <br />e <br /> <br />e <br /> <br />o <br /> <br />multiple use decrees were assumed to use the most water for the highest consumpti ve <br />purpose. Therefore, only one value at the highest rate was computed. <br />Irrigation consumption was computed at 40% of the decreed amount over a 153 day <br />season. <br />Commercial, Industrial and Municipal consumption was computed at 30% of the <br />decreed amount on a year round basis. <br />Domestic consumption was computed at 5% of the decreed amount on a year round <br />basis. <br />Storage consumption was computed using the same values with no allowance for <br />evaporation. <br /> <br />o <br /> <br />o <br /> <br />o <br /> <br />o <br /> <br />The consultant will review this approach and the values suggested and recommend modifications, <br />if necessary, to Board staff for approval. The consultant will compare the consumptive use <br />values used by the Service on projects that have undergone Section 7 consultation to the water <br />right decree consumption values for those projects calculated in this task and modifY the water <br />right decree consumptive use values accordingly. After performing this analysis on an annual <br />basis, the consultant will develop monthly flow distributions for the different use types, by <br />hydrologic units if appropriate, and provide them to Board staff for review and approval. <br /> <br />Task 4 Determination and Distribution of Remaining Unused Aooortionment - This task will <br />determine and evaluate the different methods for distributing the unused apportionment. This will <br />include various distribution scenarios of the unused apportionment showing, in tabular form, the <br />total compact apportionment for each river basin on a monthly and annual basis. For this task, <br />the following distribution methodologies will be used: <br /> <br />Basinwide Priority - This methodology assumes that the distribution of the unused <br />apportionment will be based on the State's priority system; and that Water Division 4,5,6 and <br />7 will be considered as one river basin for administration purposes. Conditional water rights <br />for each Water District will be listed by priority date and the lists will be combined to include <br />all conditional water rights in the Colorado River basin by priority date. The remaining unused <br />apportionment will be distributed by priority to the basins and subbasins with the senior <br />conditional water rights until Colorado's unused apportionment is exhausted. The priority date <br />on which Colorado's apportionment is exhausted becomes the cutoff date beyond which <br />additional development would have to be conditioned or limited in some manner. The <br />availability of the physieal water supply will be reviewed to assure that there is water <br />physically available to the identified rights at least in a wet year. <br /> <br />Subbasin entitlement - The following methodologies will be considered: <br /> <br />I) - total depletions allowed from a basin or subbasin will be proportionate to the natural <br />flow contribution as determined in the above task; and <br /> <br />2) - other methods will be reviewed and analyzed for appropriateness in distributing unused <br /> <br />10 <br /> <br />COW 0381 l <br />
The URL can be used to link to this page
Your browser does not support the video tag.