My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP04510
CWCB
>
Water Supply Protection
>
Backfile
>
4001-5000
>
WSP04510
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 12:55:47 PM
Creation date
10/12/2006 12:24:25 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.128.J
Description
Silt Project
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
1/1/1951
Author
USDOI - BOR
Title
Silt Project-Colorado - A Supplement to the Colorado River Storage Project Report - Part 2 of 2
Water Supply Pro - Doc Type
Report/Study
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
36
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 />o <br />In <br />C"? <br /> <br />FISH AND v~ILDLIFE SERVICE REPORT <br /> <br />9. The Silt Project would provide supplemental irrigation water to <br />about 5,400 acres of land between Rifle Creek and Elk Creek and a <br />full irrigation supply to about 1,900 additional acres. <br /> <br />. <br /> <br />10. Pertinent engineering data. - Elevations, areas, and capacities <br />of units of the Silt Project are tabulated below. <br /> <br />Rifle Gap Reservoir <br /> <br />Elevation <br /> <br />Acre-feet Capacity <br /> <br />~ <br /> <br />(1) Normal pool <br />(2) Dead Storage pool <br />(3) Stream bed <br /> <br />5,940' <br />5,222' <br />5,828 I <br /> <br />10,000 <br />1,000 <br /> <br />300 <br />51 <br /> <br />Grass Valley Canal: <br />Davie Ditch: <br />Lateral canals: (1) <br />(2) <br /> <br />Capacity - 50 second-feet; length - 6 miles. <br />Capacity - 18 second-feet; length - 6 miles. <br />Capacity - 20 second-feet; length 4 miles. <br />Capacity - 12 second-feet; length - 4 miles. <br /> <br />, <br />I <br /> <br />,I <br /> <br />Fishery Section <br /> <br />';','1 <br />, <br />f <br />.. <br /> <br />11. In the upper reaches of West, Middle, and East Rifle Creeks, <br />fishery values are moderately high. These values, however, would not <br />be affected. In the four miles of streams within the proposed Rifle <br />Gap Reservoir Basin and in the seven miles of stream below the pro- <br />posed dam, present values are very slight, due to turbidity, diversions <br />for irrigation, and poor stream cover. No monetary value can be as- <br />signed to these portions of the streams. <br /> <br />~ <br />f <br /> <br />" <br />f <br /> <br />, <br />, <br />~, <br /> <br />i" <br />::; <br /> <br />12. Harvey Gap Reservoir is Slbject to wide fluctuation each year. <br />Apparently en~ugh water remains, however, to keep alive a large <br />population of pike-perch which are a source of dissatisfaction to local <br />sportsmen. No change in operation is anticipated in connection with this <br />reservoir. Existing fisheries value, if such exists, will not be <br />affected. <br /> <br />~~ I <br /> <br />~ <br /> <br />~ <br />~ <br />,;?; <br /> <br />13. Rifle Gap Reservoir would be drawn down each season to meet irriga- <br />tion needs and data on hand indicates that the average minimum pool <br />would be JrclCtically synonymous with the dead storage pool of 51 surface <br />acres. It is expected, due to soil and climatic conditions, that pro- <br />duction in t he reservoir would be not over 50 percent of the average <br />for a reservoir of this size. Consequently, a post-project value of <br />$735 is estinated for the Rifle Gap impoundment. <br /> <br />'", <br /> <br />..~ <br /> <br />14. Summary of pre-project and post-project fishery values. - No <br />measurable value for fisheries exists within the pro ject area at this <br />time. It is estimated that construction of Rifle Gap Reservoir would <br />result in an annual value of ~735. The net result would be a gain of <br />$735 annually in fishery values. <br /> <br />'I <br />
The URL can be used to link to this page
Your browser does not support the video tag.