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<br />'W <br />T' .:;> <br />i/'Y <br />1m <br />!,:.. <br />~ <br />'~ <br />!~ <br />1""1"'" I <br />i <br />I <br /> <br /> <br /> <br /> <br />I <br /> <br /> <br />NOT' R 0: jJ C l=I'A 'Ill"; I r-1J..)(,jrr 'lR'( i1h <br />: ~~-T<p(j)- ~ ~9F.= R )iTHV1fofANNUA -e'H- \N. : ! --I <br />'~LQdoJ!I v..~tnf,Hli-,J...~TF Hi 'l\. ~~~r- <br />I ~~ <br /> <br />.... .,.. ;,...., 'n: <br />I~' - I I <br /> <br />I :~I- <br />:.- - <br />i-"".....i....._~ <br />--~- ,... <br />~ <br />- --- <br />I I .!-_ I <br />I ~-1' ..... lid <br />..... ~dO~~ <br />L- y;;~ <br />io""""~ ,;" <br /> <br />- """T <br />!....:- - I <br />:'~ --'I" <br /> <br />,,;... :::-'17'- I I I <br />I i I I '"';..'- I ! I <br />.--:: "_I"..... <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />LEGEND <br />0.2% ANNUAL CHANCE FLOOD <br />- - - - 1%ANNUAlCHANCEFlOOD <br />- - - 2% ANNUAL CHANCE FLOOD <br />AF ---------- 10% ANNUAL CHANCE FLOOD <br />~~~~ STREAM BED <br />O CROSS SECTION <br />LOCATION <br /> <br />~ <br />W <br />> <br />~ <br />....J <br />....J <br /><( <br />U. <br /> <br />en <br />w <br />..J <br />u: <br />o <br />0::: <br />0... <br />o <br />o <br />o <br />..J <br />LL <br /> <br />o <br />t) (/) <br />.. L5 <br />~ ~ <br />Z Cl <br />:::J ~ <br />o ~ <br />t) 0 <br />0::: ~ <br />W 0 <br />~ ~ <br />(i: C <br /><C ~ <br />....J <br /> <br />>- <br />U <br />Z <br />W <br />C) <br /><( <br />I- <br />Z <br />W <br />~ <br />W <br />C) <br /><( <br />Z <br /><( <br />~ <br />>- <br />U <br />Z <br />W <br />C) <br />a:: <br />w <br />~ <br />W <br />....J <br />~ <br />W <br />Cl <br />W <br />u. <br /> <br />7890 <br /> <br />7880 <br /> <br />7870 <br /> <br />7860 <br /> <br />7850 <br /> <br />7890 <br /> <br />7880 <br /> <br />7870 <br /> <br />7860 <br /> <br />7850 <br /> <br />c <br />~ <br />~ <br />... <br />w <br />w <br />u. <br />~ <br />Z <br />o <br />i= <br />~ <br />W <br />...J <br />W <br /> <br />241P <br /> <br />9,500 <br /> <br />9,400 <br /> <br />9,300 <br /> <br />9,200 <br /> <br />9,100 <br /> <br />STREAM OISTANCE IN FEET ABOVE CONFLUENCE WITH BIG THOMPSON RIVER <br /> <br />19,000 <br /> <br />8,900 <br /> <br />8,800 <br /> <br />8,700 <br /> <br />8,600 <br /> <br />8,500 <br /> <br />8,400 <br /> <br />8,300 <br /> <br />8,200 <br />