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*GL* <br />*WL* <br />--2)- <br />STREAM NAME: <br />Current Creek - <br />SGnIch to 31 Mile Creek <br />• <br />XS LOCATION: <br />Two - thirds of a <br />mile ds from confluence with Freshwater Creek <br />XS NUMBER: <br />3 <br />*GL* = lowest Grassline elevation corrected for <br />sag <br />STAGING TABLE <br />*WL* = Waterline corrected for variations in field measured water surface elevations and sag <br />DIST TO <br />TOP <br />AVG. <br />MAX. <br />WETTED <br />PERCENT <br />HYDR <br />AVG. <br />WATER <br />WIDTH <br />DEPTH <br />DEPTH AREA <br />PERIM. <br />WET PERIM <br />RADIUS <br />FLOW <br />VELOCITY <br />(FT) <br />(Fr) <br />(FT) <br />(FT) (SQ Fl) <br />(FT) <br />( %) <br />(FT) <br />(CFS) <br />(FT /SEC) <br />5.5 <br />13.16 <br />0.32 <br />0.69 4.23 <br />13.51 <br />100.00% <br />0.31 <br />4.38 <br />1.04 <br />5.54 <br />10.49 <br />0.35 <br />0.65 3.71 <br />10.81 <br />80.00% <br />0.34 <br />4.09 <br />1.1 <br />5.59 <br />9.8 <br />0.33 <br />0.6 3.21 <br />10.09 <br />74.60% <br />0.32 <br />3.36 <br />1.05 <br />5.64 <br />9.1 <br />0.3 <br />0.55 2.73 <br />9.36 <br />69.30% <br />0.29 <br />2.71 <br />0.99 <br />5.69 <br />8.41 <br />0.27 <br />0.5 2.3 <br />8.63 <br />63.90% <br />0.27 <br />2.13 <br />0.93 <br />5.74 <br />7.72 <br />0.25 <br />0.45 1.89 <br />7.91 <br />58.50% <br />0.24 <br />1.64 <br />0.87 <br />5.79 <br />7.03 <br />0.22 <br />0.4 1.52 <br />7.18 <br />53.10% <br />0.21 <br />1.22 <br />0.8 <br />5.84 <br />6.34 <br />0.19 <br />0.35 1.19 <br />6.45 <br />47.70% <br />0.18 <br />0.87 <br />0.73 <br />5.89 <br />5.65 <br />0.16 <br />0.3 0.89 <br />5.73 <br />42.40% <br />0.16 <br />0.58 <br />0.65 <br />5.94 <br />4.71 <br />0.13 <br />0.25 0.62 <br />4.78 <br />35.40% <br />0.13 <br />0.36 <br />0.58 <br />5.99 <br />3.49 <br />0.12 <br />0.2 0.43 <br />3.55 <br />26.30% <br />0.12 <br />0.24 <br />0.55 <br />6.04 <br />3.04 <br />0.09 <br />0.15 0.27 <br />3.08 <br />22.80% <br />0.09 <br />0.12 <br />0.44 <br />6.09 <br />2.33 <br />0.06 <br />0.1 0.13 <br />2.36 <br />17.50% <br />0.05 <br />0.04 <br />0.32 <br />6.14 <br />1.46 <br />0.03 <br />0.05 0.04 <br />1.47 <br />10.90% <br />0.03 <br />0.01 <br />0.19 <br />o, ?' ::, = D.`17 <br />-50 /0 �V-p ._ % G> <br />�� /5 Lam, V - 2, <br />