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<br />.
<br />
<br />6,
<br />
<br />Diversiorl Characters:
<br />
<br />fot tC
<br />
<br />/ 13 v t/!. ~ IN"--
<br />
<br />V'does aff<'ct hydrolo,!/y'~ 17
<br />does not affect hydrolo,!/y
<br />should not use str'eam data r'(~cor"ds
<br />f ,-om to
<br />
<br />7,
<br />
<br />Previous St(~dies:
<br />
<br />~:~~;inF'Wol'ma~on C s ~
<br />__ ~~~_ ~r:l.l!.e~- 1/# /. .
<br />tit 1 e ____'___~_"__'___/!LZ~
<br />title
<br />
<br />_.......,,~ew conditions
<br />_._..._".w...._ n~~w 11l(~ thod 01 og i. e s
<br />comparison provided
<br />_,____ compatible wi th previous flows
<br />_...,....,,___.... significantly different sto\tistically
<br />confidence limits
<br />90% confidence interval
<br />50% confidence interval
<br />
<br />...._~.._____.___,,__..__....__.H___H__..__.H....._...__H......_..._______..........__._.......
<br />I FIIIIDING: I
<br />I I
<br />I The hydrologic &nalysis ,_,~"m(!ets do,~s not meet the minimum I
<br />I standards of _'''''..,.._.. Rule 5,B, (detailed) or _..,_"",,",__, Rule 6,B, (&PP'^OX,) I
<br />
<br />1__, ___,___,_"______,_,__"_,,,",,___,___,_______"__"'''____'_---,-.".",,-1
<br />
<br />.
<br />
<br />c,
<br />
<br />Hydraulic Analysis
<br />
<br />1, Water SUI"'f&ce
<br />Profiles included,
<br />
<br />v
<br />___"",,_ =-.. ). O,""y e& r
<br />V~:>O-y(~ar
<br />~"" ~~o-year
<br />_^_"_""_~OO-y('&I^ (option,:l)
<br />___"'"_ frequency""'elevatlOn table
<br />
<br />_0'oo'-y(,ar
<br />_""'___ 500'""year (optioned)
<br />
<br />2, Floodpl&in
<br />BOIJndaries:
<br />
<br />b,
<br />
<br />___Vsj;.ep ,,~~ack\"'ater method
<br />_,__~ HEC-2
<br />other
<br />alternative method
<br />published manual
<br />as sumed depth mElthod
<br />depth stated on maps
<br />geomol^p~lic features method
<br />history flood ITmthod
<br />rating curve m{lthod
<br />
<br />3,
<br />
<br />Methodology:
<br />
<br />a,
<br />
<br />4, D,~lim~ation
<br />PI^ocedures:
<br />
<br />___,~floOd contour 1TI\~thod ,etc.
<br />__"""",,___ map contour method etc,
<br />
<br />.
<br />
<br />-"8-,,
<br />
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