|
<br />
<br />I - :,~
<br />
<br />..
<br />
<br />
<br />~
<br />
<br />r
<br />
<br />.".... VI ~";"III..'U....
<br />
<br />Existing
<br />
<br />'~-~
<br />Cond i t ions ,; :)/'1'
<br />. I
<br />
<br />Cross
<br />Sect ion
<br />Desig-
<br />na t ion
<br />
<br />Stationing
<br />from Mouth
<br />
<br />Identification
<br />
<br />Stream Bed
<br />Elevation
<br />
<br />Crest-Elevat ion Feet (Metres) Nat ional Geodet ic Vert ica
<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 />10-Year
<br />Flood
<br />
<br />50-Year
<br />Flood
<br />
<br />IOO-Year
<br />Flood
<br />
<br />500-Y,
<br />Floo,
<br />
<br />'.'.'
<br />
<br />,
<br />"
<br />
<br />") ,: I:J
<br />
<br />:"".'
<br />
<br />/':;"-'/~', 0
<br />
<br />,.-~r /-- _,-J,,) ~
<br />,~
<br />
<br />D) J.o)
<br />
<br />.' I'J
<br />
<br />,3) )
<br />
<br />" "_J ) ) .
<br />
<br />c:.~/,X)
<br />
<br />:<,- :~.-. ~~
<br />
<br />7";:"(.)
<br />
<br />// ,-~~-~:.)
<br />
<br />/J .:.i:.'J
<br />
<br />?C:L'J/'b
<br />
<br />""7' J' / ,0
<br />/0( 7-. /'
<br />770
<br />
<br />';,,)<
<br />,(:5(.1
<br />
<br />,'/.~;:) ~<: r";
<br />
<br />.3
<br />
<br />61'~-)U
<br />
<br />/50Q
<br />
<br />,'<:~, ). .:J. :;'-
<br />
<br />..;;50
<br />
<br />~~/ I~~, .:7
<br />
<br />;;:'-/':'. ;~
<br />
<br />..-''--;
<br />/'/0
<br />
<br />'-" " .'J
<br />, '_J -' !..?IF~)
<br />//<~:-;J
<br />
<br />.,
<br />',-,- ,
<br />
<br />," '-;T_,
<br />, .1 ..-,,;J
<br />/;0_--:-::;
<br />
<br />5 1.3'1-50
<br />
<br />. ,- L
<br />
<br />1 I~f-, 70
<br />
<br />_y>.:..~( ..r ' ,) ',. (/2
<br />T.-: _.: :-', - .. ~1 /";f I"'}.-;
<br />
<br />7~,1.~:, 7
<br />
<br />'7/ lei""
<br />/ (.0/ /.~:::..
<br />/';~~
<br />
<br />r;; __,"~./
<br />
<br />/." ." ,
<br />'.c)_,.',
<br />
<br />~ -/
<br />%--:7._ J .,'7
<br />
<br />-,-)
<br />
<br />) .J
<br />
<br />~-~ -\ )
<br />
<br />9 151-70
<br />
<br />.' ';)---~~_-l'
<br />
<br />,~;~;,~:"~.:--
<br />
<br />,.' :/_}. :"~~,
<br />
<br />...-/ - -, ---J
<br />" ::? ..-,-, '-
<br />
<br />;.g /6', 7'
<br />
<br />::<.?':}
<br />
<br />. :' :'..'-~~J
<br />
<br />/::';~), )
<br />
<br />, ".;.'--:J
<br />
<br />7 r:.:;-;. _ ,-
<br />
<br />;70~i'r.' ?
<br />;7 ){J
<br />
<br />7.6J:S~ 3
<br />/150
<br />
<br />'7'; .:5 ~::: ,"-~('
<br />
<br />,., 2~q
<br />.' ",?~)""'" l
<br />
<br />II Z31-7o
<br />
<br />IZ'lo
<br />
<br />,,<;;.~5(?
<br />
<br />.// '- ~
<br />/f. "'~'.,. """'.
<br />
<br /><,'/ ,->
<br />~.,~)~ -~.)..:J
<br />7)(;)
<br />
<br /><:.',-~:.:'" ,1
<br />/0,' [-".:.J
<br />
<br />, "0') ';;:: ()
<br />/: . J)
<br />.I .._ .-
<br />
<br />r' ~.;-
<br />_"0 ~";'-1..J
<br />/ .~; oJ (:J
<br />
<br />d ~'JZ rOD
<br />
<br />//-0
<br />
<br />II
<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 ;'
<br />
<br />
|