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<br />7.0 LOCATION OF DATA
<br />
<br />Survey, hydrologic, hydraulic, and other pertinent data used in this study
<br />can be obtained by contacting the Insurance and Mitigation Division,
<br />Federal Emergency Management Agency, Denver Federal Center, Buil di ng 710,
<br />Denver, Colorado 80225.
<br />
<br />B.O BIBLIOGRAPHY AND REFERENCES
<br />
<br />1. U.S. Army Corps of Engineers, Albuquerque District, Review Survey For
<br />Water Resource Development Lamar, Colorado and Vicinity, Hydrology
<br />(Revised), 1978.
<br />
<br />2. Colorado Planning Demographic Division, Colorado Population Report
<br />Series CP-26 #79(C-l1, October, 1979.
<br />
<br />3. Tri-State Daily News, Lamar, Colorado.
<br />
<br />4. Routing of Floods Through River Channels, EMIII0-1-1408, U.S. Army
<br />Corps of Engineers, August, 1959.
<br />
<br />5.
<br />
<br />Guidelines for Determinin~ Flood Flow Freiuency Analysis,
<br />#1/, United States Water esources Counci , 1976.
<br />
<br />Bull etin
<br />
<br />6. HEC-2 Water Surface Profile Computer Program, U.S. Army Corps of
<br />Engineers, August 1976, Updited 1979.
<br />
<br />7.
<br />
<br />l-i nch to 200-foot Contour, Topographic Ma~i ng, Lamar, Col orano,
<br />Landmark Mappi ng, Inc., Denver, Colorado, 1 O. Prepa red for the
<br />City of Lamar, and the Colorado Water Conservation Board.
<br />
<br />8. Flood Hazard Boundary Maps, City of Lamar, Colorado, August, 1976,
<br />
<br />9. U. S. Army Corps of Engineers, Albuquerque District, Special Flood
<br />Hazard Information, Arkansas River and Tributaries, Great Bend,
<br />Kansas to John Martin Dam, Colorado, June, 19/4.
<br />
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