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<br /> <br />early July, Snowfall in Craig is not extreme];' <br />heavy with annual totals ranging from 33 t~ <br />77 inches, General rain may occur over the <br />Yampa River Basin and convective type <br />cloudburst storms frequently occur in <br />summer. <br /> <br />Vegetation in the Yampa Riyer Basin <br />varies according to elevation, l\Iuch of the <br />valley area is devoted to production of hav, <br /> <br />NATURE OF FLOOD PROBLEMS <br /> <br />As noted, earlier, most of the annual <br />precipitation in the Yampa River Basin <br />occurs as snow and a deep snowpack accumu- <br />lates in high elevation areas. General rain- <br />storms covering large areas for extended <br />periods can occur over tributary drainage <br />areas from late spring through early fall, and <br />convective type cloudburst storms can be <br />expected frequently during the summer, <br /> <br />Major flooding in the Craig area has been <br />the result of rapidJ:,' melting snow, sometimes <br />augmented by general rain. during the period <br />from March through June, or pre'cipitated by <br />ice jams in late winter or early spring. <br />Snowmelt flooding is characterized by moder- <br />ate peak flows, large volume of runoff, long <br />duration, and marked diurnal fluctuation of <br />flow, Major flooding from general rain alone <br />is not known to have occurred in the Craig <br />area. but there is no reason to conclude that <br />ver;,' large floods resulting from general rain <br />are not possible in the Yampa River Basin, <br />Flooding from general rain is characterized <br />by high peak flows and moderate duration of <br />floodflows, Flooding from convective type <br />cloudburst storms is characterized by high <br />peak flows. short duration of flow, and small <br /> <br />FLOOD HISTORY <br /> <br />Historical references to floods on Fortifica- <br />tion Creek extend back to 1879, In that year. a <br />major flood inundated the entire area where <br />Craig is now located, A minor flood occurred <br />in 1896 and the first major flood since the <br />town was established occurred in April 1897. <br />Agricultural areas now part of the city. and <br />residential properties east of Fortification <br />Creek were severely damaged, Floodflows cut <br /> <br />and the nati\'e vegetation has been drastically <br />modified, In \'alley areas below 8000 feet not <br />used for a~p'iculture. vegetation is classified as <br />Northern Desert Shrub: that is, sagebrush, <br />rabbitbrush. and winterfat with an under- <br />story of various hardy grasses, Subalpine <br />Forest (aspen, lodgepole pine, Douglas and <br />other firs, and Englemen spruce) extends <br />from about 8000 feet to timberline. <br /> <br />I <br />I <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />I <br /> <br />volume of runoff. Because cloudburst storms <br />are small in areal extent and short in <br />duration. they do not constitute a flood threat <br />on streams as large as the Yampa River, <br /> <br />Ice jams constitute a significant debris <br />problem, particularly along Fortification <br />Creek where. historically, ice jams at the <br />highway and railroad bridges have caused <br />substantial flood damage. However, channel <br />improvement work, largely accomplished on <br />an emergency basis in 1949, and improvement <br />of the bridges appear to have reduced the <br />occurrence of ice jams at these locations, Ice in <br />the Yampa River and the anabranch channel <br />that carries Fortification Creek flow to the <br />main stem can also create flood conditions in <br />Craig, A special significance of ice jams is <br />that the locations of their occurrence and their <br />impacts are indeterminate, Not only is it <br />impossible to predict where an ice jam will <br />occur, the area that could be affected by <br />overflow and the resultant depth of flooding <br />are also elusive. Flow that would otherwise be <br />non.damaging could, if associated with an ice <br />jam, flood areas ordinarily considered flood <br />free, <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />1 <br />I <br /> <br />I <br /> <br />new channels through rich agricultural lands <br />in and around the town, Irrigation ditches and <br />head gates were washed out, Seven major <br />flood events (1904. 11, 14, 16. 17.21, and 47) <br />and five less damaging flood events (1902, 06, <br />22, 23. and 26) have occurred on Fortification <br />Creek since the turn of the century, Six flood <br />events (1914, 17, 20, 21. 57, and 74) occurred <br />on the Yampa River during that period, Of <br /> <br />I <br /> <br />4 <br /> <br />these, the 1914, 1917. 1920. and 1957 floods <br />were caused by rapidly melting snow, Yampa <br />River snowmelt flows in 1974 were aug- <br />mented by rainfall, primarily on snowless <br />areas between Steamboat Springs and Craig, <br />The 1921 event was part of widespread rapid <br />snowmelt and general rains in many localities <br />of Colorado that year, Flood conditions on <br />Fortification Creek at that time also resulted <br />from snowmelt augmented bJ' rain and were <br />iIltensified by ice jams near the mouth of the <br />creek. The largest flood flow of record on <br />Fortification Creek. 841 cubic feet per second. <br />occurred in March 1947, Studies indicate. <br />however, that the actual flow may have been <br />considerably greater due to overbank flows <br />that were not measured. or to ice conditions <br />that caused inaccurate gage readings, Also. on <br />the basis of a high water mark (flood date <br />unknown), the Colorado Department of High- <br />ways computed a peak flow of 1,800 cubic feet <br />per second on Fortification Creek. In March <br />1971. a snowmelt flood on Cedar Mountain <br /> <br />- "'.",.~f' ~ <br />'r :; <br /> <br />Figu re 2 <br /> <br />Gulch inundated developing areas near the <br />Highway 40 culvert crossing. Floodwater <br />ponded to a depth of more than 6 feet on the <br />upstream side of the culvert, but did not flow <br />over the top of the road, On the basis of the <br />limited information available. it is estimated <br />that a peak flow between 200 and 300 cubic <br />feet per second occurred, 1\0 information on <br />flood events on Brotherton and Pine Ridge <br />Gulches is available, <br /> <br />Flooding from summer cloudburst type <br />storms has occurred in and around Craig. but <br />little definitive data on this type of flood event <br />are available, A small thunderstorm (.45 <br />inches of rain in Zy, hours) on July 20, 1974 <br />resulted in a measured flow of 102 cubic feet <br />per second on Cedar Mountain Gulch, More <br />than Z inches of rain in 1 hour. however, has <br />been recorded in the Craig area. <br /> <br />The following photographs and newspaper <br />articles (simulated from the originals) illus- <br />trate past flood events in and around Craig, <br /> <br /> <br />Figure 1 <br /> <br />ForUfic-ation Creek floodwater in Craig, February 1904. Durtng the flood, residents had to flee their homes ~n the <br />middle of the night. The highway bridge was washed out and a locall;r constructed flood C<lntrolle....ee demolished. <br />(Corps of Engineers file photographs. actual source llnknown.) <br /> <br />5 <br />