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<br /> <br />"r~~ .. <br /> <br />- <br /> <br />-. <br /> <br />- <br /> <br />--_----'- ...."V~~.t'+.1 <br /> <br />"'.' " ,.~~. "F <br />., ~. <br />,.. . l,_,. <br /> <br />"..~"'''-,',," ...~-----....-....~. ... <br />_c..... _~..._ "'_- _.~.. <br />Existing Conditions <br /> <br />Cross <br />Sect ion <br />Deslg- <br />nat Ion <br /> <br />Stat ionlng <br />from ~louth <br /> <br />Identification <br /> <br />Stream Bed <br />Elevation <br /> <br />Crest-Elevation Feet (Metres) National Geodetic Vertic' <br />Datum, and Peak Dischar-ge c.f.s. (c.m.s.) <br /> <br />: Feet (Metres) <br /> <br />Feet (Metres) <br />N.G.V.D. <br /> <br />10-Year <br />Flood <br /> <br />50-Yea r <br />Flood <br /> <br />100-Year <br />Flood <br /> <br />500"" <br />Flo' <br /> <br />/2 S .:.-:_ -;--.,.., ',:J <br /> <br />c':/, :, ; .~j', D <br />'cJ ,-.) <br /> <br />,)J '(j__; <br />/~ 'J, J., ) <br /> <br />t 'J, ,/.., <br />....) <br /> <br />< :>'>- . 'I~ <br />:.-) <br /> <br />;'-:.'/.,/..[ <br /> <br />,-j~'. .":/. -'-' <br />.;,::> ~/2J <br /> <br />.j-, <br />.I. ~.) <br /> <br />, <br />J. <br /> <br />/77.-:\-?,;.;.7) <br />-/ <br /> <br />)/ ~.J <br /> <br />')". ,,- j' <br />/ . . <br />. -- /), ) <br /> <br />F/ /-::, .), <br /> <br />,)-;-,J~:;~- ~;- <br />} <br /> <br />/" j~''-)' <br />',-?::.J <br /> <br />'J:,-, <br />" /) ,,/J <br /> <br />J' J. J. <br /> <br />/...: -; _5"':':.) c' "'J <br /> <br />/~. ?_) <br /> <br />- - <br />"(""-eo,.;,' <br /> <br />c!(:~.:) ..:.'~ _.., <br />,; 7"-..? <br /> <br />()?' ') ~. .J <br /> <br />/~-i/ 5"N7:7L} <br /> <br />~/,:<:J <br /> <br />.-",~'.) u<~', '/ <br />) .)) . <br /> <br />l_)::{-~) .'.. ": <br />,:.,::/-/) <br /> <br />!:;,/,/ / . 7 <br /> <br />c., .' '..:::./d <br />(/....- 7"",; <br />. . <br />05-'-J <br /> <br />(:5..5-~,,'.,;'<7 <br />960 <br /> <br />J...:.l /~:~-;.J' <br /> <br />/33 ::57r50 <br /> <br />/cJ,)~) <br /> <br />"j~'-;-~~.-~' :? <br />/c':j'J <br /> <br />;;:.,~,.,; /_ 1 <br /> <br />jC::JO-I <br />,b ;.LcJ <br /> <br />&;,:J<J.~'_) <br />:<-6,:) <br /> <br />,5:;.'}}.7 <br />/<,J,J"rJ <br /> <br />.-)"(.:;'rJ/.:? <br /> <br />/.~ S67~r-'5D <br /> <br />,~'':'~' 'J <br /> <br />/37 5.1'd 1-7J <br /> <br />....,. " <br />, ~ / , ~, <br /> <br />'~,;" ,.~"). . <br />~Y!o <br /> <br />6'6 .;(]. ;" <br />;/~o ~ <br /> <br />,Y.;,~.'5'. / <br />/ ~.:), 'J~) <br /> <br />J;;......,' -. <br />,:::"'c/o <br /> <br />.~.. <br /> <br />, , <br />". .:- <br /> <br />,'" , <br />-" .. ';r,/ <br />;)"";,D <br /> <br />u"::_~ ~~ ',3 <br /> <br />/39 :::-8?r.'o <br /> <br />1"'':':::J~ ,7 <br /> <br />6::~Q <br /> <br />,j,;:) <br /> <br />i'.:i.'-::.~~;'; ,? <br /><'~,::J <br /> <br />1/ Flood elevations pertain to the primary channel and usually remain constant in a lateral direction across the flood <br />plain. However, flood elevations in the outer portions of a cross section may differ from the primary channel due to <br />road crossings, upstream diversions, etc. <br /> <br />Table page// <br /> <br />