My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD04864
CWCB
>
Floodplain Documents
>
Backfile
>
4001-5000
>
FLOOD04864
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/25/2010 6:47:32 PM
Creation date
10/5/2006 1:06:02 AM
Metadata
Fields
Template:
Floodplain Documents
County
Teller
Community
Woodland Park
Stream Name
Paint Pony Gulch
Basin
South Platte
Title
An Investigation of the Flood Hazard on Paint Pony Gulch
Date
3/1/1987
Prepared For
Woodland Park
Prepared By
CWCB
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.
/
37
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 />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 />Flood Hazard <br />Page four <br /> <br />Hvdroloqv <br /> <br />Paint Pony Gulch is a small tributary to Loy Gulch. which <br />is in turn a tributary to Trout Creek. Trout Creek joins Horse <br />Creek which is tributary to the South Platte River at Deckers. <br />Several subbasins of Paint Pony Gulch come together just <br />upstream of Kelley Road. The total drainage area of Paint Pony <br />Gulch just upstream of Kelley Road is approximately 255 acres <br />as shown in Figure 3. This basin includes portions of the town <br />and Teller County. <br /> <br />The Master Drainage Plan prepared by Gilbert. Myers & Sams. <br />Inc.. in December. 1979. calculated the 100-year peak flow on <br />Paint Pony Gulch downstream of Kelley Road as 113 cubic feet <br />per second (cfs). <br /> <br />Peak runoff values for the basin above Kelley Road were <br />calculated in 1984 by Rocky Mountain Geotechnical. Inc. for the <br />developer of the Mountain View SUbdivision. They divided the <br />basin into six subbasins and used the U.S. Soil Conservation <br />Service (SCS) method of triangular unit hydrographs to <br />calculate the 5-year and 100-year peak flows. The cumulative <br />peak discharges were developed assuming all subbasin peak <br />discharges can be added together at the same time. The <br />following table is a summary of their results: <br /> <br />Storm <br />Duration, hrs. <br /> <br />Rainfall. <br />inches <br /> <br />Cumulative Peak <br />Discharqe. cfs <br /> <br />Return Period <br /> <br />5-year <br /> <br />24 <br /> <br />2.2 <br /> <br />17.2 <br /> <br />100-year <br /> <br />24 <br /> <br />3.8 <br /> <br />150.1 <br /> <br />On December 11, 1986. the Federal Emergency Management <br />Agency (FEMA) held Final Coordination Meetings to present the <br />preliminary Flood Insurance Studies it was conducting for both <br />Teller County and Woodland Park. A representative of the <br />Colorado Water Conservation Board staff attended both <br />meetings. The new Flood Insurance Study for Teller County <br />established the peak flows on Paint Pony Gulch downstream of <br />Kelley Road as shown in the following table: <br />
The URL can be used to link to this page
Your browser does not support the video tag.