My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD07093
CWCB
>
Floodplain Documents
>
Backfile
>
6001-7000
>
FLOOD07093
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/29/2010 10:12:00 AM
Creation date
10/5/2006 2:44:09 AM
Metadata
Fields
Template:
Floodplain Documents
County
Otero
Pueblo
Community
Otero, Pueblo Counties
Stream Name
Arkansas River
Basin
Arkansas
Title
Arkansas River Channel Capacity and Riparian Habitat Planning Study
Date
8/1/2001
Prepared For
CWCB
Prepared By
US Army Corps of Engineers
Floodplain - Doc Type
Project
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
162
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 />60 <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />ARKANSAS RIVER FROM OTEROIPUEBLO COUNTY LINE <br />TO JOHN MARTIN RESERVOIR <br />CHANNEL CAPACITY AND RIPARIAN HABITAT PLANNING STUDY <br /> <br />S. RECOMMENDATIONS <br /> <br />The study recommendations are as follows: <br /> <br />· Channel Problem Area No. I - construct and maintain a compound channel extending <br />from about 2 miles upstream to about I mile downstream of the State Highway 109 <br />bridge at La Junta to allow the free flow of flood flows and to assist with ground water <br />problems. Maintaining the channel to keep it free of phreatophytes is imperative. <br /> <br />· Channel Problem Area No.2 - construct and maintain a compound channel to facilitate <br />water and sediment transport; protect the river bank and levee at the old meander near the <br />threatened portion of the Las Animas Levee, add additional streambank revetment in the <br />form of larger rip-rap rock or bendway weirs as necessary. <br /> <br />· Channel Problem Area No.3 - construct and maintain a compound channel extending <br />from a point about 3/4 miles upstream of the U.S. Highway 50 bridge at Las Animas to <br />the John Martin Reservoir to facilitate sediment transport into the reservoir. Maintaining <br />the channel to keep it free of phreatophytes is imperative. . <br /> <br />Additional recommendations: <br /> <br />· Conduct a major (Watershed or Environmental Restoration) study of the problems in the <br />Arkansas River Valley from Pueblo, Colorado, downstream to the Colorado-Kansas state <br />line. The stakeholders, including all appropriate Federal and State agencies and other <br />concerned entities such as the U. S. Fish and Wildlife Service, U.S. Geological Society, <br />Natural Resources Conservation Service, U.S. Department of Agriculture Forest Service, <br />National Park Service, Colorado Department of Wildlife, Colorado Environmental <br />Department; and Pueblo, Otero, Bent, Las Animas, and Crowley Counties, as well as <br />Kansas authorities, should be involved in coordination, consultation, and all key decision- <br />making. The study should include an extensive vegetation study that would establish a <br />new and larger set of vegetation survey locations at key problem areas and include re- <br />survey of all previous vegetation survey sites to provide current quantitative data for <br />comparison and analysis with those previous vegetative studies. <br /> <br />· Conduct a General Investigations reconnaissance study to identify opportunities to <br />address flooding/sedimentation problems in the la Junta and Las Animas reaches where <br />sedimentation has reduced channel capacity and affected levee design performance. It is <br />recognized that sediment impacts from Fountain Creek and the operation of John Martin <br />Dam have direct influence on the sedimentation regime. <br /> <br />-' <br />
The URL can be used to link to this page
Your browser does not support the video tag.