My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Lower Arkansas Districts 10_14_17&67 Diversion Inventory
CWCB
>
Loan Projects
>
DayForward
>
0001-1000
>
Lower Arkansas Districts 10_14_17&67 Diversion Inventory
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2009 11:17:41 AM
Creation date
5/15/2007 10:19:40 AM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C154001
Contractor Name
Farnsworth Group, Inc.
Contract Type
Grant
Loan Projects - Doc Type
Report
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
201
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 />September 15, 2004 <br /> <br />Lower Arkansas River Basin <br />District 10 <br />Diversion Structure Inventory <br /> <br />3 Southern Colorado Power Company Intake <br /> <br />Narrative of Structure Components and Repair Plan <br /> <br />The Southern Colorado Power Company Intake structure consists of an approximately <br />200-foot-long Ogee dam/spillway, with a "bucket" at its toe. There is an 8-foot-wide <br />notch in the middle of the dam. The diversion is approximately 25-feet-wide. The <br />structure appears to convey cooling water underground through the BNSF/DNRG <br />railroad switching yard to the power plant. Swerdfeger Construction Company is in the <br />process of installing a sewer main along the south bank of the river. <br /> <br />The overall condition of the structure appears to be good. A 2-foot by 3-foot area of <br />damaged (spalled) concrete was found at the south end of the spillway. Additional <br />channel stabilization is needed downstream of the "bucket." <br /> <br />A thorough evaluation of the diversion structure's condition could not be made, since the <br />upstream water level was 3-inches below the top of its concrete deck at the time of <br />observation. It is therefore recommended that the diversion structure be re-evaluated in <br />a dry condition. In considering only what was visible, minor spalled/cracked concrete <br />repair is needed. Also, the timber debris fence upstream of the structure will eventually <br />have to be replaced, as well as the debris upstream of the gates removed. <br /> <br />Summary of Recommended Repairs <br /> <br />Dam/Spillway <br />o Repair damaged concrete (spalling) <br />o Install additional downstream channel stabilization <br /> <br />Diversion (portion visible at time of observation) <br />o Repair damaged concrete <br />o Replace timber debris fence <br />o Remove debris upstream of gates <br /> <br />Estimated Ranqe of Cost <br /> <br />Low: $0 - $250,000 <br /> <br />Farnsworth Group <br />
The URL can be used to link to this page
Your browser does not support the video tag.