<br />
<br />r-_.
<br />
<br />-
<br />
<br />-
<br />
<br />-
<br />
<br />-
<br />
<br />-
<br />
<br />-..-- -.-..
<br />
<br />
<br />~:-I!!II:-illli'""""
<br />
<br />.~"
<br />Existing Conditions.'" ,1', .
<br />
<br />
<br />Cross
<br />Section
<br />Desig-
<br />na t ion
<br />
<br />Stationing
<br />from Mouth
<br />
<br />I dent i fi cat ion
<br />
<br />Stream Bed
<br />Elevation
<br />
<br />Crest-Elevation 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 />1 D-Year
<br />Flood
<br />
<br />50-Yea r
<br />Flood
<br />
<br />IOO-Year
<br />Flood
<br />
<br />SOO-y,
<br />Floo(
<br />
<br />_~ S ,;:'/;-.;':;
<br />
<br />,-:~>rj~j', ;'
<br />;?~ ;>
<br />
<br />"--,,',- " ,-'-,
<br />/'--),)..:'. '
<br />
<br />,'~ ";<:J
<br />
<br />- <~. .
<br />. .::x_),', , .)
<br />'~")) ~)
<br />
<br />.">,.1" )
<br />
<br />/~'-, ,),-~~
<br />
<br />-. )
<br />? 7 ".':' - .J
<br />~ ....J?),,;'
<br />
<br />7;;;,.'.-:::,
<br />
<br />.:-:;,j~_i. /r;"
<br />7~;:.J
<br />
<br />-:)'- OJ:;' .
<br />/<<::,),_.5 /" <J
<br />,'/~ :;-',:J
<br />
<br />.--'. ~))
<br />/::'/,-)
<br />
<br />,,--"J. ,,) ),~-)
<br />. :J: )
<br />
<br />"/??:,(7
<br />
<br />~,-,J ). J
<br />>~-;7J
<br />
<br />,~ '..-':.J_J,:)')
<br />//,:-":,-)
<br />
<br />"-,'" ) :" ")
<br />
<br />;-~.,[ ) < ..'
<br />
<br />.:;; 6Sf'l(J
<br />
<br />,', -,'oJ
<br />
<br />:; ~-j
<br />
<br />7:"-)75
<br />
<br />;7';:-.J. .,?
<br />7:f" ()
<br />
<br />. .,>,//,,::)
<br />
<br />,- . ~ .
<br />
<br />,/. /,:..... .:-
<br />
<br />3/
<br />
<br />':7.,/~."",
<br />,:'r,.....;.../
<br />
<br />/750
<br />
<br />/:;:?
<br />
<br />,/~'::"O
<br />
<br />7";" /~.- J
<br />
<br />.-,:-.~.:, :~ ,:~;
<br />::~;~1
<br />
<br />77~:1."::
<br />, ,,:)
<br />
<br />,"7-:".~'.,< ::.:.
<br />
<br />.: .;-. . ~- ,I ,}
<br />
<br />33 d/1' c:-O
<br />
<br />. . ~'"
<br />
<br />-<-c. :-:,)
<br />
<br />/
<br />,:I ')
<br />
<br />~ 'r:'~'~' .
<br />/'-,/~-:_]..::>
<br />
<br />'" ~'.-,,'
<br />,'"... ',---;
<br />
<br />7727 '1
<br />
<br />750
<br />
<br />//30
<br />
<br />;'," ~...j',:<~'
<br />/~.:',":-:(:J
<br />
<br />):-:~ 1- '7~' "';
<br />
<br />.:?1-- 9.'... ~o
<br />......)~I ~ I. ::...
<br />
<br />" /;". ~.:1
<br />
<br />/",,/:::-['1..2
<br />
<br />r?-:O.-":' ,,'
<br />//-:l,_.:,~
<br />,,:<-;-0
<br />
<br />.:;:.;::\ --- -,
<br />
<br />--'-- "..-~. ,-..
<br />,.' .' .... > ,-~ . ,,'
<br />
<br />",-57 /cJeJ fdo
<br />
<br />/,~/:_.rQ
<br />
<br />/" C' ?)
<br />
<br />>:-:'~.i:)~O
<br />,<:., ~/')
<br />
<br />7/~/. 7
<br />
<br />7.~0:;~ :.:
<br />/,-..,- !J
<br />
<br />;.:~ ~.!;~:).- ::'
<br />
<br />;~:::~~i.~!"J
<br />
<br />. l, ~'). / I
<br />
<br />3'} /Z/i-ZO
<br />
<br />//<.:1 (')
<br />
<br />/Z;;J
<br />,
<br />
<br />/ '.2J~ ()
<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 page3
<br />
<br />
|