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CORPS OF ENGINEERS
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I I H E P P N E I
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tfeioco'ed ' . ,
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Ungated spillway yjL f
flood outit tlo, EL 2098 I --i"" owmym
I TW l ,989-
PLAN j
SCALE IN FFCT
?or o JO" 400
r "'1
Top (Mm Ct-Jips-, r5' HIlf"H , i r, , I T
- - . V I -Maximum Late EL ZIZQ fi 209e
III Riprap nofmol Lone level fluctuation 2I60
, ,ij;:nr,,7r ,.,t,i,.,Aih 4 I rJ
"'y Sand till" fU 2120
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EMBANKMENT SECTION
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II o y oo I
, 2200 1 1 1 1 1 1 1 1 12200 J f
" ! I A. of dom i ! : ' I 1960 H
Z C ' ' I 1 "-"X,
Sp'iwar j j 4- X" Dia coKrett conduit
g 2ioo l -i ;. i- i- M:VH --1 2100 S I
, ' 6 Oo access conou-t (X tlmctun a 1-
u- 1 -IX5tIa 1 iS'j1111" " ! It1 j
z 2000 I - r t - - 1 V v - 2000 , J
p 1 j V JC Cm Sim: pipt
oqi- . u 1 , 1 1 1 1 1 1 i 1 1900 ART A
8 00 6 00 400 2 00 0 00 ui A t fl
e IRRIGATION OUTLET PROFILE w