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<br /> -3.50 <br />,-., <br />E-< <br />~ <br />'-' <br />::t -4.00 <br />E-< <br />p.. <br />Il.l <br />0 <br />....l <br />< <br />U <br />...... -4.50 <br />~ <br />Il.l <br />> <br /> -5.00 <br /> <br />-2.50 <br /> <br />-3.00 <br /> <br /> <br />-5.50 <br /> <br />-6.00 <br />0.00 <br /> <br />5.00 <br /> <br />10.00 <br /> <br />Buzzard Creek <br /> <br />CROSS SECTION DATA ANALYSIS <br /> <br />TS <br /> <br /> <br /> <br />15.00 <br /> <br />25.00 <br /> <br />35.00 <br /> <br />30.00 <br /> <br />20.00 <br /> <br />DISTANCE FROM STAKE (FT) <br /> <br />I-Channel Bottom -+- Computed Water Line I <br />