My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Case No. 81CW245 Little Snake River Water Management Project
CWCB
>
Water Supply Protection
>
DayForward
>
5001-6000
>
Case No. 81CW245 Little Snake River Water Management Project
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/3/2012 2:28:32 PM
Creation date
8/3/2012 1:50:13 PM
Metadata
Fields
Template:
Water Supply Protection
Description
Case No. 81CW245 Little Snake River Water Management Project
State
CO
Date
10/23/1981
Author
Goodson, Myron
Title
Case No. 81CW245 Little Snake River Water Management Project
Water Supply Pro - Doc Type
Court Documents
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
51
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
c. Release an instantaneous minimum flow of 5.5 cubic feet per <br />secon3 ( cfs) into Douglas Creek fram the Rob Roy Reservoir <br />outlet at all times. <br />d. Control maximum releases <br />to <br />the stream <br />through <br />the <br />Fob Roy <br />Reservoir <br />outlet works so as <br />not to exceed 130 <br />cfs <br />except that <br />the natural flow may be <br />released if it <br />exceeds <br />130 <br />cfs. <br />-- e. Annually <br />release through <br />the <br />Rob Ray Reservoir <br />outlet a <br />flushing <br />flow of 130 cfs <br />for <br />a minimum <br />of 72 continuous hours <br />(3 days) <br />coinciding with <br />the <br />period of <br />peak spring <br />runoff. <br />f. Maintain, as an instantaneous minimum, the maintenance flow or <br />the natural flow, whichever is less, immediately below the <br />diversion structure in each stream as listed in Table I. <br />g. Provide as a minimum the flushing flow or the natural flow <br />immediately below the diversion structures in each stream as <br />listed in Table I for a continuous 72 -hour (3 days) period <br />each year coinciding with the period of natural peak spring <br />runoff. <br />Stream It_ <br />Rose Creek <br />Green Timber Creek <br />North Fork <br />Ted Creek <br />Third Creek <br />Deadman Creek <br />Harrison Creek <br />Solomon Creek <br />Rabbit Creek <br />West Branch <br />Nugget Gulch Creek <br />Little Beaver Creek <br />Camp Creek <br />Lake Creek <br />Horse Creek <br />Table I <br />Maintenance Flow (cfs) <br />0.75 <br />1.0 <br />2.0 <br />1.0 <br />1.0 <br />2.0 <br />1.0 <br />1.0 <br />1.5 <br />3.5 <br />0.2 <br />0.35 <br />0.2 <br />0.5 <br />0.2 <br />Flushing Flows (cfs) <br />9.0 <br />14.0 <br />30.0 <br />19.0 <br />11.0 <br />35.0 <br />9.0 <br />12.5 <br />18.0 <br />92.0 <br />4.5 <br />7.0 <br />2.0 <br />8.5 <br />N/A <br />h. Install and maintain an acceptable measuring device immediate- <br />ly below each diversion structure on all streams listed in <br />Table I and immediately below the darns of Hog Park and Rob Roy <br />Reservoirs. The measuring,device shall be such that it can be <br />readily monitored by visual observation at all times. <br />i. On all streams not listed in Table I which have diversion <br />structures, provide a blanket minimum flow by releasing the <br />entire natural flow during the period of July 1 to November 1 <br />or as late as adequate access is available. <br />j. Not 'at any time lower the water *level of Lake Owen below its <br />natural level. This water level is established at an elevation <br />of 8,948 feet. <br />k. Provide a screen of one- inch - square openings for the cutlet of <br />Lake Owen. <br />1. Annually prepare a full augmentation plan for Bamford Creek <br />(South Fork of Middle Crow Creek) for approval by the Forest <br />Supervisor. Flow releases into Bamford Creek during the first <br />year of operation will not exceed 1 cfs at each drop point or <br />total more than 2 cfs from all drop points. Releases after the <br />first year may be increased only if it is determined that higher <br />flows will not cause undesirable flooding or bank erosion. <br />Releases from all drop points totaling more than 8 cfs will not <br />be approved. Releases will not be made during the period of <br />peak spring runoff. <br />
The URL can be used to link to this page
Your browser does not support the video tag.