My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
BOARD02119
CWCB
>
Board Meetings
>
Backfile
>
2001-3000
>
BOARD02119
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/16/2009 3:12:17 PM
Creation date
10/4/2006 7:11:05 AM
Metadata
Fields
Template:
Board Meetings
Board Meeting Date
11/19/2001
Description
CF Section - Construction Fund New Loans - City of Fountain - Kelton Reservoir Rehabilitation
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.
/
5
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 /> <br />- <br /> <br />Proiect Sponsor <br /> <br /> <br />The City of Fountain is a home rule city in El Paso County with a current estimated <br />population of 13,400. The City water system supplies about 5,000 taps. Water is obtained <br />from the four Fountain Creek wells and from the Fryingpan -Arkansas Project. Some <br />selected characteristics ofthe City are presented in Table 1. <br /> <br />. <br /> <br />Table 1. <br />City of Fountain, Selected Characteristics <br /> <br /> <br />13,400 <br />5,000 <br />$40 <br />$23,733 <br /> <br />Proposed Prolect <br /> <br />The purpose of the rehabilitation project is to provideithe necessary modifications to <br />Keeton Dam in order that the dam is not reclassified as a moderate or high-hazard <br />structure. In the draft feasibility study currently under, preparation by W.W. Wheeler <br />(Wheeler), a number of alternatives for accomplishing the project purpose were <br />evaluated. <br /> <br />The selected alternative involves lowering the existing emergency spillway on the south <br />side of the reservoir by 12.5 feet and increasing the spillway width to 30 feet. The <br />discharge channel would ext~nd from the upper part ,of the reservoir through the spillway <br />to below the dam directing streamflows away from tJ;le reservoir. A small pool of a few <br />acre-feet would remain to prevent freezing problem~ with the outlet works. <br /> <br />The lowered spillway should allow the dam to be classified as a Minor Size Dam with a <br />Hazard Class of 2 or less (no loss of life in a flood). The spillway will be designed to <br />accommodate twice the peak discharge of the 100-year flood, which is estimated at 6,400 <br />cubic feet per second. (The spillway of a minor Class 2 dam must pass the 100-year <br />flood.) <br /> <br />. <br /> <br />CWCB staff has discussed the proposed project with the staff of the State Engineer's <br />Office (SEa) and it appears that the SEa looks very favorably on the type of project <br />being envisioned in the selected alternative. <br /> <br />Wheeler's estimate for the year 2002 construction cost of the selected alternative is <br />$415,000. Planning and design costs are estimated at 50,000 for a total project cost of <br />$465,000. <br /> <br />. <br /> <br />2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.