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<br />o <br />C':) <br />...... <br />\..... <br />--.1 <br />tv <br /> <br />30 <br /> <br />Colorado-Big Thompson Project <br /> <br /> <br />o roo zoo 500 <br />~CAL.! ~,. n:!~ ' <br /> <br />PLAN <br /> <br />Cresl of dam EI. 5440 <br /> <br />5400! l'~'I;" <br />5350 1ft. <br />~300 <br /> <br />1S400 <br />~3~O <br />9900 <br /> <br />Concrele cut-off wall <br /> <br />"1 <br />\\\~\\~~~\~ <br />~\\\\\\ <br />(,,__' I <br />Grout tlat..~ <br /> <br />........Oullet conduil <br /> <br />PROFILE ALONG f OF CUT-OFF WALL <br /> <br />~esl of dam EI.5440 <br />~ <br />2-5'X5' H.P. Siide gales <br />, 2-72" Dia. sleel pipe <br /> <br /> <br />2-72" Hollow jel valves <br />r--- EI. 5285 <br />Canal <br /> <br />a'-6" Dia. <br /> <br />OUTLET DISCHARGE- HUNDREDS OF SECOND FEET <br />\'-- r 30 <br /> <br />I . . <br /> <br />5400 ~400 <br /> <br /> <br />PROFILE ALONG f OF OUTLET WORKS <br /> <br /> <br />MAXIMUM SECTION <br /> <br />'''i_ -" <br /> <br />, z <br />5350 0 <br />;:: <br />.. <br />> <br />5300 d <br /> <br />EMBANKMENT EXPLANATION <br /> <br />5250 <br /> <br />(0 Impervious maleriol 01 clay. sand and grovel, groduoled in <br />coarseness loward ouler slopes campacled in 6" layers. <br /> <br />o Rock fines compacled in i2" layers. <br /> <br />o Pervious moleriol of sand, grovel and cobbles, compocled <br />In 12" layers. <br /> <br />o Rock lill grodualed in coarseness loward oul.r slope <br /> <br />52000 50 100 5200 <br />CAPACITY - THOUSANDS OF ACRE FEET <br />10 20 :50 <br />AREA - HUNDREDS OF ACRES <br /> <br />AREA, CAPACITY AND DISCHARGE CURVES <br /> <br />Horsetooth Dam, Plan and Sections <br />