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<br />-5- <br /> <br />-4- <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 />Other publi~hed information on the potential extent of <br />floodiny within the study area has been complQtc~ by the <br />following priv~tc consultants: <br /> <br />~U!..l!{!!~'......:.ln<J :><:"0.1:<1 <br /> <br />1. Gingery Associates, rnc. I Flood Plain Analysis, <br />CoLorado River from West Glenwood Springs <br />Interchange to Access Bridge to Railroad Yards <br />area. <br /> <br />'!'hill r"port wall I'n'p'H,.<J LO '1~il!<.' 10<:<11 orri,.j,'I" i'l I,l....nnin.l <br />the use ilnd requl<~ti(JfJ of the flood pl.,10 "H d"fliqnClted Hr. <br />that flood hazards and future flood damages arc minimized. <br />The report includes information on historical floods, factors <br />which influence these flood hazards and the nature and extent <br />of probable future floods. <br />The report data includes flooded area maps delineating the <br />100 year flood boundary, flood profiles and flood plain cross <br />sections showing the high water elevations for the 10, 50, <br />100, and 500 year floods at selected reference points. <br />Information is alsb included on the peak flow of the Colorado <br />River and Roaring Fork River for June 15, 1973, which has been <br />adopted by the City of Glenwood Springs for implementation of <br />a 30 foot setback limit. A supplement to this report in the <br />form of a Technical Addendum includes the supporting engineering <br />and hydrologic data and computations. <br /> <br />2. Eldorado Engineering Company, unpublished Flood <br />Plain analysis for sewage treatment plant at <br />junction of rivers. <br />3. Eldorado Engineering Company, unpublished FlOOd <br />Plain analysis, sewage treatment plant site on <br />Colorado River, Chatfield Property. <br />The Sacramento District Corps of Engineers has com9leted a <br />Flood Insurance Study for certain unincorporated areas of <br />Garfield County for the Federal Insurance Administration <br />(reference 1). The study docs not overlap the study area for <br />this report, but docs match to the upper limit of this study <br />on the Roaring ~'ork River. The study established flood flows <br />on the Colorado River and Roaring Fork Rivers in the study <br />area. The flood discharges established by the Corps of Engi- <br />neers have been adopted for this report. For additional in- <br />formation concerning hydrology on the rivers, refer to the <br />FlOOd Insurance Study. <br />The results presented herein are to be considered authorita- <br />tive for purposes of flood plain information and flood plain <br />management. <br /> <br />Acknowledqements <br /> <br />The assistance and cooperation of the agencies. firms. and <br />organizations listed below, as well as the many private <br />citizens who supplied information and data, is appreciated <br />and gratefully acknowledged. <br />City of Glenwood Springs. City Council and Staff <br />Colorado Water Conservation Soard <br />Garfield County Board of County Commissioners and Staff <br />Colorado State Highway Department <br />Eldorado Engineering Company <br />U.~. Army Corps of Engineers, Sacramento, California <br />Glenwood Post <br />Daily Senti.nel <br />Aer)~l Photography and contour mappings were provided <br />by the City Qf Glenwoocl Sprinqs dnd prepared by <br />MerriCk and CQ~pany and U,S. Geological Survey <br />refpectively. <br /> <br />k; lilL(.J Flood Studies <br />--- <br /> <br />N~ rrcviou~, dct~iled study data or reports have been published <br />conC<'llling the potential flood hazards on the Roaring Fork River <br />and ("..l,-,,,a<1o River in the area in and around Glenwood Springs, <br />Color~do by government agencies. Approximate boundaries of <br />flood pro~e areas, however, hav~ been delineated by the u.S. <br />D~pdrtmpnt of Housing and Urban Develop~ent and Federal Insurance <br />Administration. These flood boundaries have beon delineated <br />on l~~2,OOO foot scale topographic maps. The approximate flood <br />Limits identifiod on the flood prone arsa maps prepared by the <br />Federal Ins~rance Administration are normdlly somewhat wider <br />than the actual flood plain area determined in this report, <br /> <br />I <br />