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<br />-0.50 <br /> <br />-1.00 <br /> <br /> -1.50 <br />~ <br />f- <br />"" <br />~ <br />:I: <br />f- <br />0. <br /><Il <br />Q -2.00 <br />-l <br /><C <br />u <br />1= <br />'" <br /><Il <br />> <br /> -2.50 <br /> <br />-3.00 <br /> <br />-3.50 <br />0.00 <br /> <br />Williams Creek <br /> <br />CROSS SECTION DATA ANALYSIS <br /> <br />5G <br /> <br /> <br />1.00 <br /> <br />9.00 <br /> <br />10.00 <br /> <br />2.00 <br /> <br />3.00 <br /> <br />4.00 <br /> <br />5.00 <br /> <br />6.00 <br /> <br />7.00 <br /> <br />8.00 <br /> <br />DISTANCE FROM STAKE (FT) <br /> <br />[-Channel Bottom -+-Computed Water Line I <br />