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<br />I , <br />, / <br />(' <br />,) <br />, , <br />i ',' <br />l...) <br />~. <br />\..i <br />V <br />tj" <br />C <br />'(..f <br />() <br />Cv <br />t'-<:t'; <br />\.;1" <br />'-' <br />V <br />_. <br />"'. <br />, <br />[', <br />,. <br />.("h <br />~-" <br />..---, <br />;.... <br />G <br />,,, <br />t.... <br />, <br />.-, <br />" , <br /> <br />'I~' ' <br />.j~. <br /> <br />The 1914, 1917, 1920, and 1957 events are primarily snowmelt while the 1921 <br />and 1974 events were augmented by rainfall. The 1974 flow at Hayden is one <br />of the controlling floods on the envelope curve of his toric flood peaks, <br />chart: .4. This high peak flow is believed to have been caused primarily by <br />rainfall on the non-snow covered areas between Steamboat Springs and Hayden. <br />The 1921 event is part of the general flooding that occurred throughout <br />Colol'ado as the result of snowmelt: augmented by the genera.l rains on 4-9 <br />and 1,40-15 June. <br /> <br />F'l,)w records on Fortification Creek are meager. Maximum flows occur <br />during the March-JWle period and result f:roDl snowmelt or a combination <br />of sno,;melt and rainfall. The highest re,:orded peak flow occurred on <br />23 Mar,~h 1947 and was 841 cfs. Rainfall oat Craig on this date was 0.15 inches.. <br />There are indications that actual peak flows may hav.a been higher due to ice <br />condit:lons causing inaccurate gag!' readings or overb,ank flows that were not <br />mea~ur,~d. A recent study by the Colorado State Department of Highways <br />(R.eference 1) reports the results of a slope-area computation based on a' <br />recent high water mark (date unknown) on Fort:ification Creek. A peak flow of <br />1800 cfs was estimated. Data pre"ented in reference 2 indicates that flooding <br />at Cra:lg in the late 1940' s was caused by spr:ing tha,.s and ice Jams in the <br />stream channel. In 1949 the Corp" of Eng:lneers completed emergency <br />work OIl Fortification Creek consi"ting of channel enlargement and <br />straightening and levee construction. As a r"sult of this work, plus <br />substantial channel degradation tl1at has occurred in recent years, the <br />ice jam problem is not as severe now. Discussions with local interests <br />indicate that ice jams occur occa"ionally at a sewer line crossIng <br />immediately upstream from Highway 40 and "t the DRG&W Railroad belo,,, <br />Highway 40 and that these jams are removed by city and railroad <br />maintenance crews. <br /> <br />ThE,re are no stream gages on the small trilbutaril~s to Forti:E:ication <br />Creek c,r on Pine Ridge Gulch. A gage was installed on Cedar Mountain <br />Gulch i.n 1974. The largest recorded flow '..as 102 cfs and occurred on <br />20 July' 1974 as the result of a small thunderstorm. A snowmelt flood <br />occurre,d on 26 March 1971 on Cedar Mountai.n Gulch and caused flooding <br />of some residential property. Information provided by the Colorado <br />State Department of Highways (reference 3) indIcates that 'i:ater ponded <br />behind Highway 40 to a height above the 72" culvert but did not How <br />over the top of the road. Based on this l:!mi.t:ed infclrmation it :ls <br />believed that the peak flow was between 200 and 300 ds. <br /> <br />The only thunderstorm to occur in the Crai.g area where a gagE!d <br />streal.flow record is available was the 20 .July 1974 event on Cedar <br />Mountnin Gulch. A precipitation gage located at the stream gagE! <br />recorded 0.45 inches of precipitation in 2--1/2 hours for this e"I'nL <br />Newspaper accounts indicate that thunderstorms have c:aused floodi.ng in <br />Craig. A recent event of particular interest occurred on 7 August 1970 <br />when 2.04 inches of rain fell in one hour and caused substantial flooding <br />ill Craig. <br /> <br />4 <br /> <br />u. '--__.__...',_. '-~-~-'-"-'~'T-'''''''''_',__._ <br /> <br />''',/T"' <br />