|
<br />
<br />~..'-
<br />
<br />_ n ____
<br />
<br />..
<br />
<br />-~-".'
<br />
<br />
<br />.. I v....
<br />
<br />"~_n .....-..".
<br />t~.'\ _~ ~'_ ~
<br />
<br />.
<br />
<br />-.......-...r~-
<br />Ex i s t i ng Cond i t ions,:.u
<br />
<br />Cross
<br />Sect ion
<br />Desig-
<br />na t ion
<br />
<br />Stationing
<br />from Mouth
<br />
<br />Ide~ti fication
<br />
<br />Stream Bed
<br />Elevat ion
<br />
<br />Crest-Elevation Feet (Metres) National Geodetic Vertica
<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 />lO-Year
<br />Flood
<br />
<br />50-Yea r
<br />Flood
<br />
<br />I OO-Yea r
<br />Flood
<br />
<br />500-Y
<br />FlOG
<br />
<br />I~../;
<br />I , I
<br />
<br />":-';".--.
<br />....J , ' ,-.- '_'J
<br />
<br />c~(~-~::,
<br />6...5.?
<br />
<br />,,-
<br />,.)....'...,-_:.
<br />.>,0'
<br />r, ':)
<br />
<br />, ). - ~
<br />.'.J.',,:, '..::J
<br />,') .)
<br />
<br />')>;.~-::." .)
<br />.::.,~~',)
<br />
<br />.~<..,; /. -: '. '
<br />
<br />/c/~-f ";.J_'::"f 7J
<br />
<br />Q-
<br />,:.,J. "
<br />L'" :;-)
<br />
<br />0" 'n'__
<br />(J /'r-_--
<br />9_-;;~
<br />
<br />o~," '"
<br />'.J / /~.. ,_":>
<br />.' ),-J
<br />
<br />,j>;:. j'
<br />" ~' ) .::; ,.:>
<br />
<br />t.f7...//:J-,)
<br />
<br />"
<br />
<br />,,","- .'
<br />~ I .~...~ ,
<br />
<br />630
<br />
<br />6 7~?~~ ;i
<br />;;-~.-.)
<br />
<br />)", --~:' - "J.. .J
<br />,/.:J..~ ~)
<br />
<br />j>~~ .~;"" /
<br />
<br />,5',7._~:'." .J
<br />'- ~ 'L/'
<br />
<br />/</S 60';' f _'0
<br />
<br /><c._'c)
<br />
<br />t'}:/:;.:;'
<br />
<br />~T.Q
<br />
<br />.j~;C:J..J
<br />~:.jj-.:::;
<br />
<br />cj~~~.::), ";'J
<br />/Od'U
<br />
<br />$"-.:-~.,'
<br />
<br />eJ'-'j<:i /
<br />
<br />/;!-7 007,')0
<br />
<br />",-0_) ,J
<br />
<br />Z}::~.'/.()
<br />
<br />6'7.5 ~ /
<br />63'-'
<br />
<br />(_p)~.;.~)-; J
<br />;?~-j
<br />
<br />.?-/ ." r _,-
<br />(/ ... _J ~ I,. .
<br />
<br />/<19 10//,'-7.;)
<br />
<br />/:)(::J..)
<br />
<br />.~:~,,:~..;; .J
<br />/~ j'.j~LJ
<br />
<br />';"/I/~/-'"7
<br />~' 1.0-- ',/
<br />
<br />p-'" .
<br />.0,. :.o~..,o
<br />I;; Z'LJ
<br />
<br /><:-f,-;~/-~.")
<br />;/~o
<br />
<br />/Y'~;~~.;'.. .
<br />
<br />(jJ/~";,:~
<br />~.;. ',' ,,'
<br />~'--, 7,")
<br />
<br />/51 6/~t7",
<br />
<br />/()-.; ,:;
<br />
<br />/53 6Zli-2o
<br />
<br />d,;>:-,'. :7
<br />620
<br />
<br />()"79;r.' /
<br />/",,"0
<br />
<br />Y;/.,? ~r: ::
<br />/O"')J
<br />
<br />87 I '.-
<br />. " ,/ ,./-t~ ..a
<br />/_-:'J':r"()
<br />
<br />z~// ;..~-'. {;
<br />
<br />/5..-; 0.':,(,f .j'o
<br />
<br />%;;/ y,
<br />
<br />d"l,;-(;./
<br />6'0
<br />
<br />., 'l /- --
<br />::'eJ ,.,-.."1,0
<br />>)30
<br />
<br />_<'J",-
<br />.Si..) ""~'. .~')
<br />/./1_0-0
<br />
<br />LfL-i~:..;~;~ ~?
<br />':::'7'0
<br />
<br />1/
<br />
<br />Flood elevations pertain to the primary r.hannel and usually remain constant in a lateral direction across the flood
<br />plain. HOVlever, 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 />Tab I e page //
<br />
<br />
|