My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP12666
CWCB
>
Water Supply Protection
>
DayForward
>
1001-2000
>
WSP12666
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 4:19:14 PM
Creation date
3/21/2008 4:17:53 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8230.400.30.F
Description
Durango RICD - Other Reports
State
CO
Basin
Colorado Mainstem
Water Division
7
Date
3/1/2006
Author
Gary Lacy
Title
Report on the Design, Functionality, and Physical Characteristics of the Durango Boating Park as it Relates to the RICD Application
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.
/
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
<br />I <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />include a large island at the upper end of the reach and numerous boulders, drop features, <br />and deflectors throughout the reach. Currently the upper drop structure, known as <br />"Smelter", creates a significant drop feature at most flows but only creates a surfing <br />attraction at flows at or above rougWy 3000 cfs (1). The second drop structure of interest is <br />"Corner Pocket" featured at the downstream end of the park's dogleg. This feature is largely <br />unusable in its current configuration, but has historically provided a play feature at varying <br />levels. Downstream from the Corner Pocket the channel widens and is characterized by its <br />eddies, mid-stream features, and separated flow. The downstream end of the park is <br />approximately 1675 feet upstream of the ALP project. <br /> <br />Just adjacent to the existing park is the City's sewer treatment plant. The City has asked that <br />any improvements not affect the treatment plant's intake at the upstream end of the existing <br />in-stream improvements. Additionally, any improvements at this site are not expected to <br />affect current or future operations at the plant. <br /> <br />I' <br />I <br /> <br />There is adequate drop and flow in this area to meet all requirements and needs for a boating <br />park and to meet the CWCB's power index requirements. Additionally, the slope in this <br />reach is greater than 0.5%. <br /> <br />I <br /> <br />There are many advantages to developing this site including historical use, significant <br />physical characteristics, and the significant amount of investment that has already been made <br />into the site. Improvements made at this site will augment the current improvements, <br />prevent further erosion, and create a signature play feature that would establish the park's <br />reputation as a freestyle destination. These improvements will also be designed to enhance <br />the shoulder season/winter season paddling experience to provide for local development <br />and training. <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Geomorphic conditions at Durango Boating Park <br /> <br />Human impact on the floodplain in the Animas River watershed has been significant, <br />particularly in the modern active flood plains. It is estimated from the geomorphic mapping <br /> <br />Ciary \1. J "l'y, [1,J <br />.+~" \r~IJ"'h,,e A 'e b<lllide,'. ('C) 1{1I.<1I2 <br />l-{ct.r...'~ i(f:l~I'-L'I~t-ii11'.::-j!,~!,{/ L'(Jrn(0.~Lnd \,'.\\\\.\'\\\r:"Il-k;-..CiJlr. (J()3) 545~5S'.3 <br /> <br />6 <br />
The URL can be used to link to this page
Your browser does not support the video tag.