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<br />o <br />C) <br />...... <br />I. ." <br />0; <br />00 <br /> <br />26 <br /> <br />Colorado-Big Thompson Project <br /> <br />..... <br /> <br />-/ <br />A~~ -~ <br /> <br /> <br />//~ <br />., / Crest EI. 7481 <br /> <br />- d /~---- <br />V/ /.. <br />",,'>- .,//. <br />-?-...... .(' PLAN <br />",':0' ~(.G <br />\,,<l <br />I'O(:'~>"'" ; <br /> <br />? <br /> <br />.~ <br /> <br /> <br />..- <br /> <br />Top of embankment EI. 7481 <br /> <br />(5-20' x 17' Radial gates <br />,_~Tapofdom EI. 7478 <br /> <br /> <br />Outlet trash rack structure <br /> <br />Conal Intake troshrock structure <br /> <br />UPSTREAM ELEVATION <br /> <br />I, <br />6 BIGck. 01 45' J <br /> <br />EI. 7430 <br /> <br />EI 743~ <br /> <br />.T <br /> <br />~ 7432 <br />'1 EI. 7405 J 120' <br />~ ~,....- <br /> <br />..,' <br />v:-'" <br />(:)(}e r;..'\((;) <br />, "- <br />Top of trashrack structure EI. 7476) J 4) E . I . <br />~; J / lectrlca, eqUipment room <br />Max. W.S. EI. 7475 l ':.><.. .... '. 6 % j1rode_ <br /> <br />6.25' x 8' Fixed wheel gate " ,.., <br />EI. 7456"'" ' -~"-- ____'o .. <br />Stop lag slots -~, . '. i <br /> <br />SECTION THRU SPILLWAY APRON <br /> <br />_~nol ground surface <br /> <br /> <br />, .J-:.... Wooden bulkhead <br /> <br /> <br />SECTION THRU CANAL INTAKE AND SIPHON <br /> <br />Mox. w.s. EI. 7475 <br /> <br />Stop log slol <br /> <br />7478 <br /> <br />51 X 71 Foundation <br /> <br />Intermediate pier <br />- Tap of left training wall EI. 7432 <br />~ Max. T.W.S. EI. 7431 Q= 20,000 Sec. Ft. <br /> <br />(,~- <br /> <br />EI.7406 <br /> <br />MAXIMUM SPILLWAY SECTION <br /> <br /> <br />( 12" layer of selected s.ond and grovel material <br /> <br />Axis of dom-J ~ EI. 7481 <br />5'''1'' 25' ~( Semi -pervious material <br />Mox. W.S. EI. 7475 Riprop ~,1- rolled in 6" layers <br />EI.7465-... /"" '\~"~<' <br />. ~'.\ ~ ~:::,...y 31 ~, q~/~~~i:oc: ~~,d ~obble fill <br />Rock and CObbl:._f;.:-l:'_..~~""';:// ',. ~~~~ Min. of cobbles cniace <br /> <br />sem~~~:~~~ur~lIed ::~:: I:~~r~b --- '. ,,,. '~nkment toe drain <br /> <br /> <br />Original ground surface Impervious material of clay sand <br /> <br />Assumed sound rock d. I II d. 611 I' , <br />Concrete cutoff wall en greve 1'0 e In eyers <br /> <br />'00 <br /> <br />7"'!0 <br />T4'Z~0 <br /> <br />nPl.WATEkOANO S~l.lWAl8ISCHA~iE <br />1000 SECOND FUT <br />RESERVOIR CAPACITY .100 AC"E FEET <br /> <br />'0 <br /> <br />MAXIMUM EMBANKMENT SECTION <br /> <br />AREA, CAPACITY, AND DISCHARGE CURVES <br /> <br />Olympus Dam, Plan and SectioDs <br />