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<br />1. .,.,.' <br />.t'j"\";~':'" <br /> <br />The functions of the fo110l,ing described feo.tures "ill remain <br /> <br />unchanged. Ho"ever, final desi~n of these features to perform <br /> <br />these functions nay result in ninor siz8 r03visions. <br /> <br />.1.. Carter Diversion Do'!:] o.nd Conduit. --This structure "(.]i11 divert <br /> <br />Hnter frot:l Carter Creek nnd convey flm.!8 to the Co.rter Tunnel. <br /> <br />The. diversion d.:J.r:1 uill consis t of .:1 concreto. section 't.;rith o?,ce <br /> <br />oVGrflot-J spill'tyay, .:l E,':!.t8u byp:lsS fer fish fl:J\vs, [!n(~ ,'1 heo.J- <br /> <br />"arks for the C::trter conduit. Tho buried Cart8r Conduit ,.,j.l1 <br /> <br />have ,~ ;Jeasurin? device uitn recorder .:!.nd Hill hnvc c. desi~ <br /> <br />capacity of 100 c.f.s. No construction access roncls "ill be <br /> <br />nllm.;rcJ; access will be thr~un;h C.n..rter 'l'unncl. H.:1.1k-io or <br /> <br />helicopter "'!.cccss should be satisfactory for operation nnd <br /> <br />nnintennncG rGquir~1ents. <br /> <br />b. Cartor Tunnel.--This structur8 will receive w~ter fron Ca~t2r <br /> <br />Conuuit nnd convey fIcus tu th2 bc;,;inniue of ~'lornon Conduit. <br /> <br />It will bu n horseshoe-shupe structure, approxinntcly .6-~i18 <br /> <br />in 1enflth and ",ill h::tvl'. ::m unliner! dinncter of 8 feet except <br /> <br />'iJh8.ri,; supports o.re re.quiroJ.c!. Supported sections uill be <br /> <br />7 fee.t in die-meter nnJ lin8.d 'i.Jith concrete. <br /> <br />c. North Fork Div~rsion D<J.n.--~~ill consist of Q sm......~1l concrete. <br /> <br />dam, em overflm.,r sectiull, a ~nt8d byp.:J.ss, nnt! he~(';'t.;rorks for <br /> <br />a buried CJuJuit. The con(luit 'i-7ill convQY t:1C diverted Ho.t<3r <br /> <br />to a shaft ,,,hich ext.oncls .'lpproxil':ntely 120 f"et vertically to <br /> <br />9 <br />