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<br /> <br />5250 250 f <br /> ~ <br /> - <br /> :.- <br />5240 ., 240 ~ <br />, <br /> <br />5230 <br /> <br /> 5220 220 <br />~ <br />A <br />> <br />Cl <br />Z <br />~ 210 <br />E-o 5210 <br />r.:I <br />r.:I <br />r.. <br />Z <br />- <br />Z <br />0 5200 200 <br />- <br />E-o <br />;; <br />r.:I <br />..4 <br />r.:I <br /> 5190 190 <br /> <br /> <br />5180 <br /> <br /> <br />5170 <br /> <br />LEGEND <br />500 YEAR FLOOD <br />100 YEAR FLOOD <br />50 YEAR FLOOD <br />10 YEAR FLOOD <br />STREAM BED <br />CROSS SECTION <br />LOCATION <br /> <br />~~~~ <br /> <br />5160 <br />25000 <br /> <br />o <br /> <br />26000 <br /> <br />27000 <br /> <br />28000 <br /> <br />29000 <br /> <br />30000 <br /> <br />31000 <br /> <br />32000 <br /> <br />33000 <br /> <br />34000 <br /> <br />35000 <br /> <br />36000 <br /> <br />37000 <br /> <br />38000 <br /> <br />STREAM DISTANCE IN FEET FROM CONFLUENCE WITH COMANCHE CREEK ALONG PROFILE BASE LINE <br /> <br />230 <br /> <br />IfJ. <br />rz:l <br />~ <br />...... <br />~ <br />o <br />~ <br />0.. <br />Q <br />o <br />o <br />~ <br />~ <br /> <br />~ <br />rz:l <br />rz:l <br />~ <br />U <br />~ <br />~ <br />o <br />~ <br /> <br />180 <br /> <br />>- <br />u <br />Z <br />r.:I <br />Cl Om <br />..: <br />E-o U< <br />Z r.J <br />r.:I lk: <br />;:;l ~< <br />r.:I >-Q <br />ell E-<r.J <br />..: <br />z ZE-< <br />..: ::>~ <br />;:;l <br />>- 00 <br />u uQ., <br />Z lk: <br />r.:I 0 <br />ell IfJ. u <br />II: :21 z <br />r.:I .... <br />;:;l < Q <br />r.:I <br />..4 Q z <br />..: < < <br />II: <br />r.:I <br />A <br />r.:I <br />r.. <br />179P <br />