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<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 />5 <br /> <br />June l5, 1965 - On June 16, 1965, the Brighton Blade <br />reported that ". . . blinding rain lashed across Adams <br />County. In Brighton more than one inch of rain fell <br />in less than two hours." Streams were reported to be <br />flowing over crop acreage and major irrigation ditches <br />were reported to be out of their banks. The Wagon <br />Wheel Roller Rink and other surrounding low lands in <br />the lower reach of Third Creek were reported to be <br />covered by 1 to 7 feet of water. In Adams County, no <br />lives were lost from the extreme flood event, but <br />property damage was estimated at the time to run in <br />the millions. <br /> <br />be collected at bridges and culverts and other manmade obstructions. <br /> <br />In addition to the vegetative obstructions, flood waters tend to <br /> <br />erode channel banks and carry the suspended soil material as <br /> <br />well as rocks and boulders further downstream, adding to the debris <br /> <br />and damage at the manmade obstructions. As these masses of debris <br /> <br />accumulate, the artificial barrier soon breaks loose and a wall <br /> <br />May 6-7, 1973 - On Sunday and Monday, floods hit the <br />Brighton area as a result of heavy spring rains. <br />Thousands of acres of lowland farm land were covered <br />with flood waters. <br /> <br />of water and debris surges further downstream to continue the <br /> <br />hazard and destruction. <br /> <br />Examples of the crossings on Second Creek and Third Creek are <br /> <br />No pictures of specific flood damage on Second or Third Creek <br /> <br />shown in Figures 5 through 14. The figures also show the vegeta- <br /> <br />are available. However, Figures land 2 are representative of <br /> <br />tion typical of the channels which tends to obstruct flood flows <br /> <br />flooding which is characteristic of the Second and Third Creek <br /> <br />through reduced channel capacity and structure blockage. <br /> <br />flood plains. The devastation resulting from unwise flood plain <br /> <br />use is shown in Figures 3 and 4. <br /> <br />In general, both natural and manmade obstructions exist which <br /> <br />tend to restrict flood flows and cause overbank or non-channel <br /> <br />- FACTORS AFFECTING FLOOD HAZARD - <br /> <br />flooding. These obstructions will ofttimes result in unpredict- <br /> <br />Factors Which Increase the Flood Hazard <br /> <br />able flood flow patterns. This is particularly true of irrigation <br /> <br />canals crossing natural drainageways. The obstructions also tend <br /> <br />Natural obstructions to flood flow include brush, trees, and <br /> <br />to become sources of debris and further obstruction when struc- <br /> <br />other lowland vegetation which naturally grow along stream banks <br /> <br />tural failure results. Also, manmade flood plain obstructions <br /> <br />and lowlands adjoining drainageways. During periods of high <br /> <br />tend to concentrate flood flows which in turn result in increased <br /> <br />flooding, these obstructions tend to slow the flood velocities <br /> <br />velocities and increased hazards in adjacent flooded areas. <br /> <br />and, as a result, cause greater depths and backwater conditions <br /> <br />that increase flood elevations. Ofttimes the natural vegetation <br /> <br />It is impossible to predict the degree of accumulation of debris <br /> <br />found within the flow area becomes dislodged from its normal <br /> <br />within flood waters and the resulting effect of such accumulation. <br /> <br />location and accumulates as debris within the flood waters to <br /> <br />This report assumed that existing structures within the flood <br />