My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD10480
CWCB
>
Floodplain Documents
>
DayForward
>
1
>
FLOOD10480
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 10:13:00 AM
Creation date
10/17/2007 2:58:54 PM
Metadata
Fields
Template:
Floodplain Documents
County
Fremont
Community
Canon City
Stream Name
Arkansas River
Basin
Arkansas
Title
Canon City Flood Control and Drainage Analysis
Date
9/1/1996
Prepared For
Canon City
Prepared By
WRC Engineering, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
16
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 />I <br />I <br />I <br /> <br />I. <br /> <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />INTRODUCTION <br /> <br />The purpose of this Report is to review existing hydrologic and hydraulic studies of a 6,265 foot reach of the <br />Arkansas River at the western boundary of the Cafton City corporate city limits and to evaluate potential <br />alternatives for flood containment. Cafton City (City) contracted with WRC Engineering, Inc. (WRC) on May <br />8, 1996 to perform the following tasks: <br /> <br />1) Review existing hydrologic and hydraulic investigations/studies related to the Reach <br /> <br />2) Format and construct HEC-2 models for the Reach including sections to model the diversion weir and <br />the whitewater bypass <br /> <br />3) <br /> <br />Compute water surface elevations for the 10-, 50- , 100-, and 500-year flood events <br /> <br />4) Prepare a set of conceptual alternative improvement plans (and corresponding costs) for the <br />containment of the lOa-year flood event and make recommendations for selection of a specific plan. <br /> <br />5) Determine the residual lOa-year floodplain based on the selected alternative. <br /> <br />The City was particularly concerned with flooding of approximately 5 acres of private farmland located on <br />the south bank of the Arkansas River upstream of the City's water supply intake diversion weir and other <br />property which is located in the lOa-year floodplain. Preliminary estimates of improvements needed to protect <br />these private properties from the lOa-year event were deemed expensive and potentially detrimental to <br />property owners on both banks. During a meeting with the City on August 12, 1996, WRC was asked to <br />modify the scope of services for the project. The City asked WRC to evaluate alternatives that would provide <br />this property with the same level of protection that the existing levee provided before construction of the <br />City's diversion weir and whitewater by-pass. <br /> <br />II. <br /> <br />STUDY AREA <br /> <br />The Arkansas River Reach (Reach) analyzed in this report begins at the western corporate limits of Cafton <br />City and extends 6,265 feet downstream (east) to First St. Exhibit A shows the vicinity map from the Flood <br />Insurance Study (PIS) with the upstream and downstream limits of the Reach labeled as "WRC Study Limits" . <br /> <br />WRC relied on site data and maps from several sources (See References Section) which was provided by the <br />City of Cafton City. Data used for evaluating existing conditions included City provided aerial photography <br />(prepared by Kucera West, taken March 21, 1994) on a 1" = 1 00' scale. Federal Emergency Management <br />Agency (FEMA) Floodway 1" =200' topographic maps (November 3, 1982), Water Treatment Improvement <br />
The URL can be used to link to this page
Your browser does not support the video tag.