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<br /> II <br /> :t1li '" cr: <br /> 6610 w <br /> ..... > <br /> ~ <br /> - cr: <br /> .... l<: <br />" Q cr: <br /> 1:1:: 0 <br /> ca.. Ll. <br />. , ell Cl <br /> 6600 Q Z <br /> I Q cr: <br /> ~ <( <br /> .... 0 <br /> cr: <br /> Q I <br /> > , <br /> ~ 6590 , <br /> ... <br /> III <br /> III <br /> !!o <br /> z <br /> 0 . <br /> j:: <br /> ~ 6580 I <br /> UI i <br /> ...I i <br /> III I <br /> ~ I <br /> I <br /> I <br /> , <br /> 6570 > <br /> (.) <br /> Z <br /> III <br /> I 0 <br /> <( en <br /> =1tJ.E ... <( <br /> Z W <br /> III ocr: <br /> , ::;: ()<( <br /> 6560 III <br /> 0 '0 <br /> LEGEND <( >w <br /> Z 1-1- <br /> <( 2<( <br /> 500 - YEAR fLOOD ::;: :::lcr: <br />. > 00 <br /> 100 - YEAR fLOOD (.) ()o.. <br /> Z 2cr: <br /> 50 - YEAR FLOOD III -0 <br /> 0 l<:() <br />c a: !::2 <br />v 10 - YEAR FLOOD III <br /> . :; 0..- <br /> ~~ STREAM BED III 0 <br /> ...I 2 <br /> 6 <( <( <br /> CROSS SECTION a: <br /> III <br /> LOCATION 0 <br /> III <br /> ... <br /> 7,600 8,000 8,400 8,800 9,200 9,600 10,000 10,200 <br /> STREAM DISTANCE IN FEET ABOVE DOWNSTREAM LIMIT OF DETAILED STUDY <br /> . 60P <br />