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<br />Existing r steel plate
<br />along approx,~' of full
<br />length of flume,
<br />Surface area = 395 sq, ft t ,
<br />Proposed ~" steel plate /
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<br />along remainin~ length of flume. /
<br />Surface area = 395 sq. ft. t--'
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<br />/,-original wall thickness ~ ,56
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<br />-- - Proposed,4: steel plate a ong
<br />full Ie n g t h of flu me,
<br />Surface orea ~ 790 sq. ft, t
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<br />'5 FE ET
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<br />-'---- Ex isting r steel plate along
<br />I full length of flume,
<br />Surface area = 3150 sq, it. :t
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<br />/rTimber walkways
<br />.,/: ta be repaired-,
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<br />c-Emergency spillway
<br />~_ --stop logs
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<br />SECTION A-A
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<br />SCALE
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<br />with st(!el check gates
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<br />Proposed Work:
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<br />Install ~ -inch steel plate in the flume invert
<br />Repair all deteriorated concrete
<br />Recondition all check and slide gates
<br />Replace thE wasteway gate hoists with power operated hoists
<br />Replace thE stop logs in the emergency spillway
<br />Repair or replace defective handrailing
<br />Replace unsafe portions of the timber walkways
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<br />to be r e p air e d
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<br />To Horse Creel<.
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<br />~t:~=J~I~~~7~ONBOMO
<br />!~13 SHERMAN ST.'
<br />DtNVER. CO 80203
<br />FIGURE 8
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<br />THE FORT LYON CANAL COMPANY
<br />TIPTON Af\D KALMBACH, I~JC, - ENGINEERS
<br />
<br />FEASIBiliTY STUDY
<br />
<br />HORSE
<br />
<br />CREEK
<br />
<br />FLUME
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<br />20
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<br />20
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<br />SCALE
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<br />40
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<br />
<br />60 FEE T
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<br />
<br />MAY 1983
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