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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 />