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Last modified
1/25/2010 7:08:43 PM
Creation date
10/5/2006 2:11:36 AM
Metadata
Fields
Template:
Floodplain Documents
County
Pueblo
Community
Pueblo
Stream Name
Sixmile Creek
Basin
Arkansas
Title
Floodplain Information Report
Date
4/1/1976
Prepared For
Pueblo County
Prepared By
US Army Corps of Engineers
Contract/PO #
&&
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br /> <br />Flood Staqe. The stage Or elevation at which overflow of the <br />natural banks of a stream or body of water begins in the reach or <br /> <br />area in Which the elevation is measured. <br /> <br />Flood~ay. The minimum area of the flood plain that is required to <br />convey a flood peak of a selected magnitude. This usually consists <br />of the most hazardous area of the flood plain where water velocities <br />are significant. Areas on the landward side of a floadway normally <br />convey little floodflow, although they are "inundated during floods. <br /> <br />Intermediate Regional Flood. A flood having an average frequenoy of <br />occurrence in the order of onCe in 100 years although the flood may <br />OCCur in any year. It is based on statistical analysis of stream- <br />flow records available for the watershed and analysis of rainfall <br />and runoff characteristics in the general region of the watershed. <br /> <br />Left or Right Bank. The bank of the left or right side of a river, <br />stream, or watercourse, looking downstream. <br /> <br />LowSteelot"lJndercle<lrance. The lo'.'est point of <l bridge or other <br /> <br />structure over nr across a river, strca~, or watercouroc t~t lL~itc <br /> <br />theop,mingthroughwl1ichwaterflOws. <br /> <br />Standard Project Flood. Thc flood that may be expected from the most <br />severe oombination of meteorological and hydrolo~ical conditions tr~t <br />is considered reasonably characteristic of the geographical area in <br />which the drainage basin is located, excluding extremcly rare combi- <br />nations. Peak discharges from these floods are generally about 40\ <br />to 60\ of the probable maximum floods for the Same basins. Such <br />floods, as used by tl10 Corps of Engineers, are intended as practicable <br />expressions of the degree of protection that should be sought in thc <br />design of flo~l ~ontrol ~rks, the failure of whioh might be disastro~s. <br /> <br />" <br /> <br />R63W I R62\1/ <br />I <br />I <br />.w.' <br /> <br /> <br />, <br />N <br /> / <br />. . . <br /> .~ <br /> tjm <br /> . g 1.0 <br /> . <br /> . <br /> . <br /> "r"",(.R <br />..u'" . -. <br /> -fgj <br /> " <br /> . <br /> . <br /> . -----.----- <br /> , <br />fMl , <br />, <br />, <br />, <br /> <br />, <br />, <br /> <br />..-". <br /> <br /> <br />0,"00 <br /> <br />" <br />~ <br /> <br />. <br />. <br />. <br />. . <br /> <br />, <br />~' <br />, <br />~ <br />--& <br /> <br />" . <br />. , <br />, . <br />. <br />. <br /> <br />- <br /> <br />" <br />," <br />" <br />. <br /> <br />"0 <br /> <br />, <br />, <br />/ ' <br />~1~ITorSTUD~ <br /> <br />00.. <br /> <br />/ <br /> <br />'@l <br /> <br />, <br />, <br />.....--~ <br />" <br /> <br />" <br />" <br />, <br />" <br />" <br />,- <br />" <br />".----- <br />\. <br />., <br />\<:. <br />.- <br />r <br /> <br />/W <br /> <br /><::::J <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 LEGEND <br /> <br />PLATE NUMBER OF <br />DETAIL SHEET <br />STUDY REACH <br />RIVER MILE <br />TOWNSHIP LINE <br /> <br />CRAVEL PIT <br /> <br />FLOOO PLAIN <br /> <br />I <br />I <br />I <br />R63W I R62W <br /> <br />OEPARTI.lE~T OF THE AR"'~ <br />ALBIJQUERQIJE OI$TRICT,CORPS OF E~GI~EERS <br />AlBUOOERQuE ,NEW ~EXICO <br /> <br />T21S <br />-------- <br />T22S <br /> <br />INDEX <br />SIXMILE <br /> <br />MAP <br />CREEK <br /> <br />VICINIT~ OF PIJElllO , COlORAOO <br />"",-.0 ," OM'" <br />OR{MBTh '975 <br />
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