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<br />:e <br /> <br />i8SJ <br /> <br />~ <br /> <br />~~ <br /> <br />~ <br /> <br />/'-i <br /> <br /> <br />i <br /> <br />~/ <br /> <br />--. <br />- <br /> <br />\" <br />0>00 <br />~ <br /> <br />~3850(' <br />, Jg /5 <br />31-yt- <br />0' <br /> <br />I <br />~ :"', ,,----..~3800-- ~/! <br />~ ~ '\ ~ <br />., t'~-, ~ ",.... \ q'l/ <br />1 ~":'i . '" . c ",1 <br /> <br />J' ---.. ~ 00- ;I Upstream <br />I "0:0"0 I ImperVIous blanket <br /> <br /> <br /> <br />~--_........--...... -----t ~ <br />"'~~ ~"" " I '\ <br />r "\'<$> "'\ -, l , \ <br />"\~..:. \' -, . '. f':,; \.,:f'~" - It - <br />r so.J .',"+ <br /> <br />. .' . --\<;$-0-' \ ~ ~-,,--=--~,--~ ~ <br />'" \ ,~ <br />,\ <br />I \ <br /> <br />CON R r <br />OAM I <br />174'OVERFLOW <br />710N <br /> <br /> <br />/ / <br />II <br />,~ <br />\\ <br /> <br />/' <br /> <br />NORTH WING..". <br />DAM .... <br /> <br />'" <br /> <br /> <br />. <br /> <br />~/6 <br />3671 <br /> <br />,~ ~(' <br /> <br />GENERAL PLAN OF JOHN MARTIN DAM <br />CADDOA, COLORADO <br /> <br />" <br /> <br />EXHIBIT 5 <br /> <br />I <br />I <br />.I <br />I <br /> <br />I <br />'jil of earth dam <br /> <br />El388a <br /> <br /> <br />MAX POOL I. 3870 <br />CONSERVATION POOL El k51. I' Z ,/Z <br /> <br />3'-0" Rack lil/ <br /> <br />Steel sheet PI/I~~ <br />Top of bed rock-v <br /> <br /> <br />EARTH <br />OAM <br /> <br />. \ / <br />J- /:... <br />I '<:> <br />/ /: <br />/ ,~ <br />( / \~ <br />/ 1-< <br />)~/ <br />( ~/ <br />(~1 <br />J ~I <br />l'tl <br />1000 <br /> <br />~I~ <br />?(1B' <br /> <br />.,,~~ EARTH DAM EMBANKMENT SECTION <br /> <br />I i......1t. of roadway <br />_. , Crown of rood <br />I~MAX'POOL Er3870 1+.1 --- <br />CON~E{i.vl!rION POOL El3851' ~:;\ _ <br />I=- I, , <br />r:: -. 1'1' \ <br />~-- (1-'\ <br />~- ~ - r f'~" ,\'~'- <br />~"'i ',,:~,~:.,':t- <br /> <br />-- <br /> <br />TYPICAL NON-OVERFLOW SECTION <br /> <br />It. 0 rOf]d..aY~, <br /> <br />MAX PO L EI. 3870 <br />CONSERVIJTI.O POOL EI.. 3851. <br />SPILLWAY C EST El..3840 <br /> <br />P,er house <br />Crown of rood EI 3683 <br /> <br /> <br />38.50 <br /> <br /> <br />/-- .... <br /> <br />EI. 3780 <br /> <br />TYPICAL OVERFLOW <br /> <br />El3:2~ <br />~ ,~. . '. .. <br />SECTION <br /> <br />NOTE: <br />Elevations refer to Mean Sea Leve/, <br />Datum (USC,8 Sl929Gen,Adj) <br /> <br />SOURCE: <br />JOHN MARTIN R SERVO/R PROJECT <br />US Engineer of ice, Coddoo,Ca/o, <br /> <br />I <br />. . _ _ ___+__ __ _ _ n _ _ _ <br /> <br />, <br />'" <br />~ <br /> <br /> <br />0-. <br /> <br />1000-- 2000- - 3000 4000-- <br /> <br />SCALE OF FEET <br /> <br />, <br /> <br />-' <br />