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<br />I 1I-5 <br /> <br />~ <br />- <br /> <br />DIVERSION ,,",CIUTlES <br /> <br />f- WARNING SIGN <br />PORTAGE TRAIL 4==f I:::::::r <br />d TO BOAT LANDING ~ t=:=::J ~ .--.1. ~. ~ <br />.\r"l~~t=="~ . ~~~.: <br />. '. <br />. .. <br /> <br />BOAT LANDING <br /> <br />. <br /> <br />SlOPING CONCRETE OAM ' <br />5'-6' HIGH <br /> <br />.' LAFlGE <br />.' GRANITE <br />'.', BOUlDERS <br /> <br /> <br />SHEET PILE AND <br />ROCK RUBBLE DAM 3'-6' HIGH <br /> <br />------------------ <br /> <br />'. <br />_. <br /> <br />~ <br /> <br />~AFETY BUOYS <br /> <br />FLOW >~ <br /> <br />WHITEWATER <br />CHANNEL-J- <br />..---' - <br />----- - <br /> <br />,NE~ cutOFF WALt. ..." <br /> <br />UTOFF "LL LOW FLOW NOTCH, <br />~l'=t;:==p-=::1~"=1.~ ~== TYPICAL <br />f-WARNlNG SIGN ~=~~ NO SCALE =-===' <br />t- PORTAGE TRAIL UNKING <br />BOAT LANDINGS <br /> <br /> <br />~/ <br /> <br />>, <br /> <br /> <br />. <br /> <br />. <br />.. <br />. <br /> <br />. RIVER BANK <br /> <br />. <br /> <br />. <br /> <br />-. <br />. <br /> <br />Plan View <br /> <br />WHITEWATER CHANNEL TO ACT AS A <br />SIDE CHANNEL SPILLWAY DURING flOOD PERIODS. <br /> <br />Plan View <br /> <br /> <br />,', <br /> <br />, , <br /> <br />'.:. <br /> <br />CONCRETE <br />CUTOFF ~ <br /> <br /> <br />SIGNAL ROCK <br />ONCRETE CAP <br /> <br />GROUTED ROCK MASS <br /> <br />SHEET PILE <br /> <br />.. . <br />..... .:~;::::\}.:.:::::::{:}::::::::;:;::{:}: <br /> <br />Section Through Whitewater Channel <br /> <br />Section Through Whitewater Channel <br /> <br />LARGE CONCRETE DIVERSION DAMS <br /> <br />MEDIUM SHEET PILE AND RUBBLE DAMS <br />