My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP12130
CWCB
>
Water Supply Protection
>
Backfile
>
12000-12999
>
WSP12130
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 3:19:59 PM
Creation date
10/12/2006 5:24:26 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.126.J
Description
San Miguel Project
State
CO
Basin
San Juan/Dolores
Water Division
4
Date
2/15/1984
Title
San Miguel Project: Features for Rescoping Study
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.
/
8
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 />In <br />~ <br />C"", <br /> <br />PHASE I <br /> <br />c:;; <br /> <br />A. Plan of Coordination of Existing Water Rights and Ditch Systems <br /> <br />There are three primary ditch and reservoir systems in the San <br /> <br /> <br />Miguel Project area - The Farmer Development Company which owns and <br /> <br /> <br />operates the Gurley Ditch System, the Lone Cone Ditch Company, and the <br /> <br /> <br />Lilylands Ditch Company. In addition, there are individually owned <br /> <br /> <br />ditches and decrees. All these interests, as well as the Conservancy <br /> <br /> <br />District Board itself, need to have the opportunity fpr input, and be <br /> <br /> <br />coordinated into the plan of development so that all may benefit. <br /> <br />B. Lone Cone Reservoir Enlargement <br /> <br />Original construction of the Lone Cone Reservoir was done in the <br /> <br /> <br />early part of this century. Present capacity is about 1,800 acre-feet. <br /> <br /> <br />Increasing the depth by 15 feet will increase the capacity by about <br /> <br /> <br />4,000 acre-feet. Water for the increased storage will be provided by <br /> <br /> <br />additional flood water diversions through the Lone Cone and Gurley <br /> <br /> <br />Systems. For the development to be successful, it will be necessary to <br /> <br /> <br />combine operations of the Cone and Gurley Systems. Preliminary <br /> <br /> <br />discussions between the two companies have been initiated. <br /> <br />C. Improvement to Gurley Ditch Collection System <br /> <br />The' ditch and its diversion points in Beaver Creek need to be <br /> <br /> <br />improved concurrently with the Lone Cone Reservoir enlargement in order <br /> <br /> <br />to maximize its value. Available streamflow records indicate that an <br /> <br /> <br />average of at least 5,000 acre-feet more passes the diversion points on <br /> <br /> <br />Beaver Creek than has historically been diverted. <br /> <br />D. Enlargement of Lilylands Reservoir and/or Construction of Wheeler <br />Reservoir <br /> <br />Existing Lilylands Reservoir has previously had one enlargement to <br /> <br /> <br />its present capacity of 500+ acre-feet. The owners have considered in <br />
The URL can be used to link to this page
Your browser does not support the video tag.