My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
BOARD00031 (2)
CWCB
>
Chatfield Mitigation
>
Board Meetings
>
Backfile
>
1-1000
>
BOARD00031 (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/16/2009 2:42:51 PM
Creation date
2/15/2007 1:46:09 PM
Metadata
Fields
Template:
Board Meetings
Board Meeting Date
9/20/2006
Description
CWCB Director's Report
Board Meetings - Doc Type
Memo
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
69
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 />Authorization: Severance Tax Fund <br />Water Source: South Platte River <br />Terms of Loan: $337,095@2.35% for 20 yrs. <br /> <br />County: Morgan/Logan/Wash. <br />Project Yield: 32,300 AF <br />Project Type: Spillway Construction <br /> <br />LID was formed in 1910 and operates under the Irrigation District Law of 1905, levying an acreage <br />assessment to its members. The reservoir provides supplemental irrigation water for approximately 28,000 <br />acres, well augmentation, and recreation. Average annual diversions to the reservoir are 40,160 acre feet, <br />and average annual delivery to landowners is approximately 18,400 acre feet. The reservoir is an off- <br />stream reservoir constructed in 1910-12. The dam is a Medium Size, Class 1 Dam, with a height of36 <br />feet at GH 35.5, and a length of 3.5 miles. Maximum storage is 32,300 acre feet (GH 28.0), but the <br />reservoir is currently restricted to 28,600 acre feet (GH 26.5). The lake has a surface area of2300 acres at <br />the restricted level. The outlet works is located in the NW corner of the reservoir, and a low depression in <br />the SW corner operates as a natural open-channel emergency spillway. The proposed emergency pipe <br />spillway will address SEO dam safety concerns. The project will construct an emergency spillway to <br />provide unrestricted overflow to pass the 75% PMP, without overtopping the dam. Construction will <br />include a 250 foot long, 72-inch RCP spillway with an overflow structure upstream of the dam, an energy <br />dissipation structure at the terminal end of the pipe, and a short channel to the Prewitt outlet canal. <br />Project is anticipated to commence construction in October of 2006. <br /> <br />64 <br /> <br />~ ~ ." <br /> <br />. <br /> <br />. <br /> <br />. <br />
The URL can be used to link to this page
Your browser does not support the video tag.