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<br /> <br />..- <br /> <br />- <br /> <br />- <br /> <br />----:---.......,-~~~, "_. 1IIIi...... _ _ . "_- <br />Existing Conditions.'-: <" <br /> <br />Cross <br />Sect Ion <br />Deslg- <br />na t ion <br /> <br />Stat ioning <br />from Mouth <br /> <br />Identification <br /> <br />Stream Bed <br />Elevat ion <br /> <br />Crest-El~vation Feet (Metres) National Geodetic Vertical <br />Datum, and Peak Discharge c.f.s. (c.m.s.) <br /> <br />Feet (Metres) <br /> <br />Feet (Metres) <br />N. G. V. D. <br /> <br />IO-Year <br />Flood <br /> <br />50-Yea r <br />Flood <br />. <br />j J),.; '_. <br />...//:J <br /> <br />IOO-Year <br />Flood <br /> <br />5DO-Y( <br />Flool. <br /> <br />;:::5 , -1.)_-:'~' .J J <br /> <br />c./.J.:J,_j..; <br /> <br />,', <br /> <br />::'_i::'J <br /> <br />: ) <br /> <br />'J.') ) ):._ <br />,,) ) <br /> <br />,..., <br />/. <br />. .. <br /> <br />'- -:-/ :; r,2,D <br /> <br />2''''',1. <br /> <br />:? Jj;.,._ <br />7_'1 <br /> <br />.!) .. <br />) ,).- <br />r '_J,,?') <br /> <br />r \ ) _/.- <br /> <br />}', ;1' ") <br /> <br />~,' .- <br /> <br />. ) <br /> <br />: r'.;.:J <br /> <br />~7/.:J-;/. / <br /> <br />./'.) I, <br />,~~) <br /> <br />) ,,), ~.' - <br />/.:J,/2 <br /> <br />,_)~ ';J, ) :) <br /> <br />~. '.~ .. ) <br /> <br />;}/)!/) <br />(~/' ", <br /> <br />r?;) ... .- <br />/./ ..J':'fr~.:J <br /> <br />/~~" J <br /> <br />-7/ /),-7. .., <br />(', ,.'" .- <br /> <br />:r~//3. -~' <br />,.-:' ~~~:) <br /> <br />,,~i'/~((::; <br />. OJ. ? ) <br /> <br />~_ 'l</~-~ ~:: J <br /> <br />,-'.f; ~ -:.;" ,":} <br /> <br />f' " <br /> <br />d / _ {":::-;-3.:> <br /> <br />. <O~ <br /> <br />) <br /> <br />:.1. ". :5~ ~.- <br /> <br />, <br /> <br />c.y/,.~) ~ / <br /> <br />~j:> ~<,;,. :J <br /> <br />J' --- ~ <br />. ) .,...,.-.:....-;"1 <br />, .... '-- / '" '-' <br /> <br />,1///. E <br /> <br />/?u <br /> <br />/") ;.~/) <br /> <br />) <br /> <br />,'~:';') <br /> <br />1/ <br /> <br />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 1 <br /> <br />