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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /><t <br />I <br />I <br /> <br />I <br /> <br />o <br />C) <br />C. <br />.....! <br /> <br />ACTIVE <br /> <br />:)" Rlprcp On IS" Sed'.1lnq ---1 <br /> <br />MAXIMUM W. S. EI 4604" ~--"'~ <br />- ~ <br />2.5~~ <br />EXCLUSIVE FLOOD CONTROL W. S EI. 4580 ~y9" <br />CONSERVATION W. S EI. 45~6", __ --:_/~ ) <br />~I~~' I <br />I ~ Dune Sand and sand,/ <br />JP...-"'/ <br />~;..- Gravel and Cobbles at <br />~- I mile haul <br /> <br />30 <br /> <br />f-- <br />CREST Q.... '!2!9_ <br /> <br />OG.S~ <br /> <br />12" StriDPing~ <br /> <br />Ii. CUTOFF TRENCH' <br /> <br /> <br />Rolled <br />Earthl ill <br />(Imperviou 5 <br />from borrow <br /> <br />c:: <br /> <br /> <br /> <br />Sand, Gro," <br />al I mile <br /> <br /> <br /> <br />"' ,m;,,) / yo, <br /> <br />I <br /> <br /> <br />CAssumed <br /> <br />Inact"e and Dead W S. EI 4515---sl <br /> <br />~ <br />~~---- <br /> <br />20' <br /> <br />r: <br /> <br />NOTES <br /> <br />This draWing taken from USSR DraWIng No 553-D-19 <br /> <br />Cutoff 10 bedrock except to EI 4430: 01 bUried channel <br />approximate Sta 138 - 162 <br /> <br />[3} Assume cutoff dewalered f,ol11 outside excavatIon <br /> <br />(II <br />(2) <br /> <br />1- <br />"" <br /> <br />~ ".//^......,...... <br />--1 20' r- <br /> <br />(4) No cutoff below EI 4430 at buried channel. <br /> <br />( 51 <br /> <br />Height of dam, reservoir allocations, spillway and outlet <br />works capaCity and costs assumed to be comparable <br />to Narrows ^~is US B R DraWing No 553-0-19 <br /> <br />Shr.lnkage - Excov 10 Comp_ Fill = Assumed 1.25 I <br /> <br />MAXIMUM SECTION <br /> <br />( 6) <br /> <br />50 <br />I <br /> <br />U <br />I <br /> <br />50 <br />I <br /> <br />100 <br />I <br /> <br />SCALE IN FEET <br /> <br />. <br />