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FLOOD04716
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Last modified
1/29/2010 10:11:55 AM
Creation date
10/5/2006 12:54:38 AM
Metadata
Fields
Template:
Floodplain Documents
County
Elbert
El Paso
Community
Elbert and El Paso Counties
Stream Name
Kiowa Creek
Basin
South Platte
Title
Inventory of Basic Data Pilot Watershed Program Evaluation Kiowa Creek Watershed
Date
3/1/1962
Prepared For
State of Colorado
Prepared By
USDA Soil Conservation Service
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />?agelof10 <br /> <br />8-9 <br />0.65 <br />C~ <br /> <br />IteJJ\ Unit <br />Drainage ANa Sq. Mi, <br />Time of Concentration Hra <br />Storage Capacity <br />SediI1lent <br /> <br />Flood Water, <br /> <br />Top of Dam <br /> <br />Ao Ft 1).99 <br />Ac inIAc 0.40 <br />AcFt 26.} <br />1-.0 inIAC 0.76 <br />Ac Ft 90.S <br />Ac in/Ao 2.62 <br /> <br />Weighted Soil Cover <br />Comolex Number So <br /> <br />Volume of Fill <br />Elevationat1 <br />TopofDAJn <br />Cre"t F.m Spill <br />Crest Pr1.~ Spill <br />R~ergency Spillway <br />Botton: '~'idth <br />~~~~th of Lev S~~ <br /> <br />,s:11"faceArea <br />Cr-est Em Spill <br />Crest Pr-in Spill <br />2 <br />Prin. Spill. Diso. <br /> <br />Max Height Fill <br /> <br />CuYd' <br /> <br />F",et <br />Feet <br />Feet <br /> <br />Feet <br />Feet <br /> <br />"- <br />"- <br /> <br />ofs <br /> <br />Ft <br /> <br />157~0 <br /> <br />6909.5b <br />6;104.56 <br />6898.96 <br /> <br />61 <br />20 <br /> <br />~ .2} <br />4.17 <br /> <br />18 <br />22.3 <br /> <br />C-ll <br />0.46 <br />"" <br /> <br />6.9 <br />0.28 <br />18.5 <br />0.75 <br />~3.7 <br />2.19 <br /> <br />"" <br /> <br />10219 <br /> <br />105.0 <br />100.0 <br />93.0 <br /> <br />50 <br />145 <br /> <br />4.2~ <br />1.45 <br /> <br />19 <br />23.9 <br /> <br />Tabl" No. 2 <br /> <br />As Built Structur-al Data fo~ Floodwater R"'tarding Stru~tures <br /> <br />D-12 <br />1.10 <br /> <br />"" <br /> <br />14.75 <br />0.25 <br />}1.8 <br />0.54 <br />105.5 <br />1.80 <br /> <br />C~ <br /> <br />18876 <br /> <br />105., <br />100.5 <br />:';.: <br /> <br />.. <br />"0_ <br />o <br /> <br />9.19 <br />2.25 <br />19.5 <br /> <br />25.7 <br /> <br />E-l"' <br />0.2) <br />"" <br /> <br />0.67 <br />0.05 <br />8.9 <br />0.7} <br />21.3 <br />1.74 <br /> <br />". <br /> <br />3818 <br /> <br />100.40 <br />96.4 <br />90.0 <br /> <br />48 <br />o <br /> <br />2.2} <br />0.70 <br /> <br />14 <br />14.9 <br /> <br />F-IB <br />0.13 <br />0.2} <br />11.26 <br />0.29 <br />41.20 <br />1,06 <br />105.0 <br />2.70 <br />80 <br /> <br />37RI.I <br /> <br />108.3 <br />103.0 <br />95., <br /> <br />100 <br />150 <br /> <br />8.19 <br />3.19 <br />40 <br /> <br />37.2 <br /> <br />1 Structures 8-7, J-}), K~79, Q-51 end R-} show elevations at M.S.L. <br /> <br />2 ~~ ~mergeney Spil1~~y Slev~tion <br /> <br />M, _ NQt Av,,!1eb1e <br /> <br />03--20 <br />O.Oti <br />". <br /> <br />1.84 <br />0.43 <br />3.60 <br />0.84 <br />18.5 <br />4.22 <br /> <br />,.. <br /> <br />.Q'" <br />~", - <br /> <br />101.0 <br />97.0 <br />91.5 <br /> <br />29 <br />o <br /> <br />1.93 <br />0.25' <br />13 <br />12.4 <br /> <br />H21 <br />0.96 <br />M <br /> <br />3.00 <br />0.06 <br />35.31 <br />0.69 <br />93.7 <br />1.8) <br /> <br />c. <br /> <br />17336 <br /> <br />10/'.0 <br />99.2 <br />92.0 <br /> <br />130 <br />210 <br /> <br />8,41 <br />1.64 <br /> <br />20 <br /> <br />23.3 <br /> <br />Structure <br />1-2ti <br />0..3.3 <br />M <br /> <br />2.17 <br />0.12 <br />13.5 <br />0.76 <br />34.86 <br />1.98 <br /> <br />Co, <br /> <br />8146 <br /> <br />,r.)j.O <br />99.0 <br />90.0 <br /> <br />47 <br />2C <br /> <br />2.81 <br />0.68 <br />14 <br /> <br />20.3 <br /> <br />~'o. <br />J-33 <br />1.07 <br />M <br /> <br />2.9.3 <br />0,05 <br />39_4 <br />0,69 <br />89.5 <br />1.57 <br /> <br />75 <br />15541 <br /> <br />7157.00 <br />7152,00 <br />7142.50 <br /> <br />130 <br />20 <br /> <br />6.94 <br />1.57 <br /> <br />15.0 <br />2).0 <br /> <br />K-)ti <br />O.)/j <br />o. <br /> <br />2,38 <br />0.12 <br />15.40 <br />0.76 <br />37,20 <br />1.8] <br /> <br />M <br /> <br />8266 <br /> <br />100.60 <br />95.60 <br />88.00 <br /> <br />405 <br />20 <br /> <br />).13 <br />0.99 <br />17.0 <br />21.8 <br /> <br />K-}9 <br />0.1'1 <br /> <br />c.. <br /> <br />0.86 <br />0.09 <br />8,00 <br />0.88 <br />17.70 <br />1.95 <br /> <br />c. <br /> <br />4562 <br /> <br />105'.00 <br />10l.X <br />93,00 <br /> <br />42 <br />o <br /> <br />1.76 <br />0.35 <br />15.0 <br />16.5 <br /> <br />K-4O <br />0.16 <br /> <br />C" <br /> <br />0,86 <br />0.10 <br />7.60 <br />0.89 <br />18.98 <br />2.22 <br /> <br />nil. <br /> <br />713) <br /> <br />10/,.00 <br />l00.CO <br />93.00 <br /> <br />40 <br />o <br /> <br />1.95 <br />0.32 <br />15.0 <br />16.8 <br /> <br />K-41 <br />0,32 <br />"" <br /> <br />1.50 <br />0,09 <br />13.70 <br />0.80 <br />36.00 <br />2.11 <br /> <br />"" <br /> <br />7252 <br /> <br />96.8 <br />91.8 <br />80.0 <br /> <br />30 <br />o <br /> <br />2.87 <br />~.3C <br /> <br />15.0 <br />19.6 <br /> <br />K-79 <br />3.56 <br />c. <br /> <br />23.0 <br />C.12 <br />99.) <br />0,52 <br />242.5 <br />1.27 <br />72 <br />35165' <br /> <br />7313.00 <br />7307.23 <br />7297.90 <br /> <br />142 <br />20 <br /> <br />16,58 <br />5.20 <br /> <br />53.0 <br />33.2 <br /> <br />1_42 <br />0,42 <br />M <br /> <br />1.81 <br />0.08 <br />20.2 <br />0.90 <br />50.0 <br />2.23 <br /> <br />M <br /> <br />12629 <br /> <br />103.50 <br />98,5'0 <br />91.0 <br /> <br />50 <br />180 <br /> <br />4.21 <br />1.11 <br />16 <br /> <br />18.9 <br />
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