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Last modified
1/25/2010 7:08:27 PM
Creation date
10/5/2006 2:09:01 AM
Metadata
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Template:
Floodplain Documents
County
Moffat
Community
Moffat County and Unincorporated Areas
Basin
Yampa/White
Title
FIS - Moffat County and Unincorporated Areas
Date
2/2/1982
Prepared For
Moffat County
Prepared By
FEMA
Floodplain - Doc Type
Current FEMA Regulatory Floodplain Information
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<br />U.S. Geological Survey <br />U.S. Army Corps of Engineers, Sacramento District <br />Colorado Water Conservation Board (State Coordinator) <br />City of Craig Engineering Department <br />Moffat County Planning Department <br />Colorado Department of Highways <br />Denver and Rio Grande Western Railroad <br />Baker and Associates <br />A.R.I.X. Engineering Company <br />Paragon Engineering, Inc. <br /> <br />The final coordination meeting was held on May 5, 1981, and was <br />attended by representatives of the Federal Emergency Management <br />Agency, the study contractor, and the county. No problems were <br />raised at the meeting. <br /> <br />2.0 AREA STUDIED <br /> <br />2.1 Scope of Study <br /> <br />This Flood Insurance Study covers the unincorporated areas of <br />Moffat County, Colorado. The area of study is shown on the Vicinity <br />Map (Figure 1). <br /> <br />The incorporated communities of the City of Craig and the Town <br />of Dinosaur have been excluded from this study. <br /> <br />The following streams were studied by detailed methods in Moffat <br />County: <br /> <br />Stream <br /> <br />Miles Studied <br /> <br />Yampa River <br />Fortification Creek <br />Sand Gulch <br />Sand Gulch Tributary <br />Brotherton Gulch <br />Cedar Mountain Gulch <br />Pine Ridge Gulch <br />Lay Creek <br />Big Gulch <br /> <br />7.0 <br />8.9 <br />1.6 <br />0.5 <br />0.7 <br />2.6 <br />1.5 <br />5.0 <br />3.4 <br /> <br />Those areas studied by detailed methods were chosen with considera- <br />tion given to all proposed construction and forecasted development <br />through 1985. <br /> <br />Two unnamed tributaries flow into Yampa River through the eastern <br />edge of the City of Craig. For the purposes of this study, the <br />westernmost stream will be called Tributary 1, and the eastern- <br />most stream will be called Tributary 2. Approximately 0.5 mile <br />of Tributary 1 and 0.8 mile of Tributary 2 were studied by approx- <br /> <br />2 <br />
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