Measurement #Distance, y (ft) Depth, z (ft)Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2)Discharge, Q = V*A (cfs) 1 0.4 0.1 0.00 0.5 0.05 0.00 2 1.4 0.2 0.00 1 0.20 0.00 3 2.4 0.5 0.03 1 0.50 0.02 4 3.4 0.6 0.25 1 0.60 0.15 5 4.4 1.2 1.35 1 1.20 1.62 6 5.4 2.0 1.63 1 2.00 3.26 7 6.4 1.9 1.60 1 1.90 3.04 8 7.4 1.5 1.30 1 1.50 1.95 9 8.4 1.7 1.10 1 1.70 1.87 10 9.4 1.6 0.29 1 1.60 0.46 11 10.4 0.5 0.00 1 0.50 0.00 12 11.4 0.0 0.00 0.5 0.00 0.00 1.0 Total Q (cfs) 12.4 Total Area (ft2) 11.8 Average Velocity 1.1 Stream Width (ft) 11.4

Measurement #Distance, y (ft) Depth, z (ft)Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2)Discharge, Q = V*A (cfs) 1 0 0.20 0.00 0.5 0.10 0.00 2 1 0.30 0.00 1 0.30 0.00 3 2 0.45 0.00 1 0.45 0.00 4 3 0.70 0.23 1 0.70 0.16 5 4 2.20 1.25 1 2.20 2.75 6 5 3.00 1.46 1 3.00 4.38 7 6 3.10 1.23 1 3.10 3.81 8 7 1.90 1.03 1 1.90 1.96 9 8 1.70 0.80 1 1.70 1.36 10 9 1.70 0.15 1 1.70 0.26 11 10 0.40 0.00 1 0.40 0.00 12 11 0.00 0.00 0.5 0.00 0.00 1.3 Total Q (cfs) 14.7 Total Area (ft2) 15.6 Average Velocity 0.9 Stream Width (ft) 11.0 LB1 April 12, 2001 Sample Location: WQTC01

LB2 April 23, 2001

Stream Conditions:

Slightly muddy. Stream Conditions: Muddy, odor of glycolSample Location: WQTC01

Measurement #Distance, y (ft) Depth, z (ft)Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2)Discharge, Q = V*A (cfs) 1 0.5 0.3 0.25 0.5 0.15 0.04 2 1.5 0.3 0.18 1 0.3 0.05 3 2.5 0.3 0.14 1 0.3 0.04 4 3.5 0.3 0.11 1 0.3 0.03 5 4.5 0.3 0.15 1 0.3 0.05 6 5.5 0.3 0.11 1 0.3 0.03 7 6.5 0.3 0.04 1 0.3 0.01 8 7.5 0.3 0.21 1 0.3 0.06 9 8.5 0.3 0.2 1 0.3 0.06 10 9.5 0.3 0.15 0.5 0.15 0.02 0.3 Total Q (cfs) 0.40 Total Area (ft2) 2.7 Average Velocity 0.15 Stream Width (ft) 10

Measurement #Distance, y (ft) Depth, z (ft)Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2)Discharge, Q = V*A (cfs) 1 0.5 0.1 0.11 0.5 0.05 0.01 2 1.5 0.1 0.09 1 0.10 0.01 3 2.5 0.1 0.26 1 0.10 0.03 4 3.5 0.1 0.26 0.5 0.05 0.01 Total Q (cfs) 0.05 Total Area (ft2) 0.3 Average Velocity 0.18 Stream Width (ft) 10 Stream Conditions: Ice Cover from 2 feet to 6 feet and from 10 feet to 12 feet. Aboud 6 inches of mud on the bottom of the channel. Stream Conditions: Very Muddy. A lot of sediment in channel.

LB4 January 25, 2002 LB3 November 30, 2001Measurement #Distance, y (ft)Depth, z (ft) Velocity at 0.6y (ft/s) Width, w (ft) Area, A = w*z (ft^2)Discharge , Q = V*A (cfs) 1 1.5 0.60 0.90 1.5 0.90 0.81 2 4.5 0.75 1.24 3 2.25 2.79 3 7.5 0.75 1.62 3 2.25 3.65 4 10.5 0.90 1.41 3 2.70 3.81 5 13.5 1.10 0.30 1.5 1.65 0.50 0.82 Total Q (cfs) 11.5 Total Area (ft2) 9.8 Average Velocity 1.2 Stream Width (ft)15.5

Measurement #Distance, y (ft)Depth, z (ft) Velocity at 0.6y (ft/s) Width, w (ft) Area, A = w*z (ft^2)Discharge , Q = V*A (cfs) 1 6 0.80 1.80 1.5 1.20 2.16 2 9 0.70 1.42 3 2.10 2.98 3 12 0.90 1.90 3 2.70 5.13 4 15 1.00 1.36 3 3.00 4.08 5 18 1.10 1.40 1.5 1.65 2.31 0.90 Total Q (cfs) 16.7 Total Area (ft2) 10.7 Average Velocity 1.6 Stream Width (ft)15.0 LB1 April 12, 2001 Sample Location: WQTCO2

LB2 April 23, 2001 Stream Conditions: Muddy.

Stream Conditions: Muddy.Sample Location: WQTCO2

Measurement #Distance, y (ft)Depth, z (ft) Velocity at 0.6y (ft/s) Width, w (ft) Area, A = w*z (ft^2)Discharge , Q = V*A (cfs) 1 0.25 0.10 0.01 0.25 0.03 0.00 2 0.75 0.15 0.01 0.5 0.08 0.00 3 1.25 0.35 0.97 0.5 0.18 0.17 4 1.75 0.40 0.93 0.5 0.20 0.19 5 2.25 0.35 0.25 0.5 0.18 0.04 6 2.75 0.25 0.01 0.5 0.13 0.00 7 3.25 0.10 0.01 0.25 0.03 0.00 0.24 Total Q (cfs) 0.40 Total Area (ft2) 0.80 Average Velocity0.50 Stream Width (ft) 3.8

Measurement #Distance, y (ft)Depth, z (ft) Velocity at 0.6y (ft/s) Width, w (ft) Area, A = w*z (ft^2)Discharge , Q = V*A (cfs) 1 0.6 0.50 0.390.60 0.30 0.12 2 1.8 0.20 0.150.85 0.17 0.03 3 2.3 0.00 0.000.25 0.00 0.00 0.23 Total Q (cfs) 0.14 Total Area (ft2) 0.5 Average Velocity0.30 Stream Width (ft) 2.3 Depths with no velocity reading indicate that the depth was too shallow for the flow meter. Muddy.

Stream Conditions: Cloudy.LB4 January 25, 2002 Stream Conditions: LB3 November 30, 2001Measurement #Distance, y (ft) Depth, z (ft)Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2)Discharge, Q = V*A (cfs) 1 4.1 1.8 0.18 2.0 3.60 0.65 2 8.1 1.8 1.45 4.0 7.20 10.44 3 12.1 1.0 0.61 4.0 4.00 2.44 4 16.1 0.4 0.22 2.0 0.80 0.18 Total Q (cfs) 13.7 Total Area (ft2) 15.6 Average Velocity 0.9 Stream Width (ft) 18.5

Measurement #Distance, y (ft) Depth, z (ft)Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2)Discharge, Q = V*A (cfs) 1 0 0 0 0.0 0.00 0.00 2 0 0.7 1.15 1.5 1.05 1.21 3 3 0.85 0.82 3.0 2.55 2.09 4 6 0.9 1.18 3.0 2.70 3.19 5 9 0.7 1.05 1.5 1.05 1.10 6 13.7 0 0 0.0 0.00 0 Total Q (cfs) 7.6 Total Area (ft2) 7.4 Average Velocity 1.0 Stream Width (ft) 13.7 LB1 April 12, 2001 Sample Location: WQTCO3

LB2 April 23, 2001 Stream Conditions: Muddy.

Stream Conditions: Muddy.Sample Location: WQTCO3

Measurement #Distance, y (ft) Depth, z (ft)Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2)Discharge, Q = V*A (cfs) 1 0.7 0.40 0.15 0.55 0.22 0.03 2 1.8 0.40 0.05 0.70 0.28 0.01 3 2.1 0.45 0.07 0.85 0.38 0.03 4 3.5 0.60 0.01 1.40 0.84 0.01 5 4.9 0.50 0.03 1.40 0.70 0.02 6 6.3 0.40 0.25 0.70 0.28 0.07 Total Q (cfs) 0.2 Total Area (ft2) 2.7 Average Velocity 0.06 Stream Width (ft) 8.4

Measurement #Distance, y (ft) Depth, z (ft)Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2)Discharge, Q = V*A (cfs) 1 0.9 0.2 0.05 0.45 0.09 0.00 2 1.8 0.2 0.10 0.9 0.18 0.02 3 2.7 0.2 0.35 0.9 0.18 0.06 4 3.6 0.2 0.20 0.9 0.18 0.04 5 4.5 0.6 0.42 0.9 0.54 0.23 6 5.4 0.60 0.20 0.9 0.54 0.11 7 6.3 0.60 0.01 0.45 0.27 0.00 Total Q (cfs) 0.46 Total Area (ft2) 2.0 Average Velocity 0.23 Stream Width (ft) 6.8 From last measurement to left bank - stream was all ice.

Stream Conditions: Clear - flow over bottom ice. LB4 January 25, 2002 Stream Conditions: LB3 November 30, 2001Measurement #Distance, y (ft)Depth, z (ft)Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2)Discharge, Q = V*A (cfs) 1 0 0.3 0.0 2.0 0.50 0.00 2 4 0.5 0.0 3.5 1.75 0.00 3 7 0.8 0.0 2.5 2.08 0.04 4 9 1.0 0.3 2.0 2.00 0.56 5 11 2.2 1.9 2.0 4.40 8.23 6 13 2.0 1.2 2.0 4.00 4.92 7 15 0.9 0.7 2.0 1.84 1.29 8 17 0.8 0.2 2.0 1.66 0.35 9 19 0.5 0.0 2.0 1.00 0.00 10 21 0.3 0.0 4.0 1.32 0.00 11 27 0.0 3.0 0.00 0.00 Total Q (cfs) 15.4 Total Area (ft2) 20.5 Average Velocity 0.7 Stream Width (ft) 27.0

Measurement #Distance, y (ft)Depth, z (ft)Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2)Discharge, Q = V*A (cfs) 1 5 0.7 0.15 1 0.7 0.11 2 7 1.1 1.74 2 2.2 3.83 3 9 1.1 1.86 2 2.2 4.09 4 11 1.1 0.82 2 2.2 1.80 5 13 1.0 0.50 2 2.0 1.00 6 15 0.7 0.19 2 1.4 0.27 7 17 1.1 0.17 1 1.1 0.18 Total Q (cfs) 11.3 Total Area (ft2) 11.8 Average Velocity 1.0 Stream Width (ft) 14.0 LB1 April 12, 2001 Sampling Location: WQTCO4

LB2 April 23, 2001 Stream Conditions: Muddy, some tumbleweed in barbed wire fence.

Stream Conditions:Sampling Location: WQTCO4

Measurement #Distance, y (ft)Depth, z (ft)Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2)Discharge, Q = V*A (cfs) 1 0.5 0.7 0.01 0.5 0.35 0.00 2 1.5 1.1 0.01 1 1.10 0.01 3 2.5 1.9 0.01 1 1.90 0.02 4 3.5 2.0 0.01 1 2.00 0.02 5 4.5 2.1 0.04 1 2.10 0.08 6 5.5 1.9 0.11 1 1.90 0.21 7 6.5 1.9 0.03 1 1.90 0.06 8 7.5 1.2 0.01 1 1.20 0.01 9 8.5 0.4 0.02 0.5 0.18 0.00 Total Q (cfs) 0.4 Total Area (ft2) 12.6 Average Velocity 0.03 Stream Width (ft) 9

Measurement #Distance, y (ft)Depth, z (ft)Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2)Discharge, Q = V*A (cfs) Stream Conditions: Approximately 4 inches of ice covering creek.

LB4 January 26, 2002

The ice cover was too thck to break apart at this location, therefore no streamflow measurements were taken. LB3 November 30, 2001Measurement #Distance, y (ft)Depth, z (ft)Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2) Discharge, Q = V*A (cfs) 1 1 0.20 0.00 0.5 0.10 0.00 2 2 0.20 0.00 1 0.20 0.00 3 3 0.20 0.00 1 0.20 0.00 4 4 0.30 0.04 1 0.30 0.01 5 5 0.50 0.04 1 0.50 0.02 6 6 0.75 0.31 1 0.75 0.23 7 7 0.80 0.80 1 0.80 0.64 8 8 0.75 0.33 1 0.75 0.25 9 9 0.65 0.05 1 0.65 0.03 10 10 0.03 0.04 1 0.03 0.00 11 11 0.20 0.00 1 0.20 0.00 12 12 0.10 0.00 0.5 0.05 0.00 0.39 Total Q (cfs) 1.2 Total Area (ft2) 4.5 Average Velocity 0.3 Stream Width (ft) 13.0

Measurement #Distance, y (ft)Depth, z (ft)Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2) Discharge, Q = V*A (cfs) 1 0.00 0.00 0.5 0 0.00 2 0.20 0.00 1 0.2 0.00 3 0.40 0.00 1 0.4 0.00 4 0.45 0.11 1 0.45 0.05 5 0.40 0.05 1 0.4 0.02 6 0.02 0.00 1 0.02 0.00 7 0.00 0.00 0.5 0 0.00 0.21 Total Q (cfs) 0.1 Total Area (ft2) 1.5 Average Velocity 0.0 Stream Width (ft) 6.0

Measurement #Distance, y (ft)Depth, z (ft)Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2) Discharge, Q = V*A (cfs) 1 0.5 0.25 0.01 0.5 0.13 0.001 2 1.5 0.20 0.01 1 0.20 0.002 3 2.5 0.15 0.01 1 0.15 0.002 4 3.5 0.20 0.01 1 0.20 0.002 5 4.5 0.20 0.04 1 0.20 0.008 6 5.5 0.15 0.01 1 0.15 0.002 7 6.5 0.15 0.03 1 0.15 0.005 8 7.5 0.20 0.13 1 0.20 0.026 9 8.5 0.10 0.01 0.5 0.05 0.001 0.18 Total Q (cfs) 0.05 Total Area (ft2) 1.4 Average Velocity 0.03 Stream Width (ft) 9 Stream Conditions: Layer of ice on bottom of channel. Ponding. Very little flow. A lot of debris and weeds. LB1 April 12, 2001 Sampling Location: WQTCO5

LB2 April 23, 2001

LB3 November 30, 2001 Stream Conditions: Clear.

Stream Conditions: Clear. Very low flow.Measurement #Distance, y (ft)Depth, z (ft) Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2) Discharg e, Q = V*A (cfs) 1 0 0.6 0 1 0.60 0.00 2 2 0.8 0.29 2 1.60 0.46 3 4 0.8 0.4 1.5 1.20 0.48 4 5 1.1 0.49 1 1.10 0.54 5 6 1.9 1.97 1 1.90 3.74 6 7 1.8 2.89 1 1.80 5.20 7 8 1.6 2.8 1 1.60 4.48 8 9 1.5 2.62 1 1.50 3.93 9 10 1.5 0.51 1 1.50 0.77 10 11 1.2 0.34 1.5 1.80 0.61 11 13 0.6 0 2.5 1.50 0.00 12 16 0.5 0 3.5 1.75 0.00 13 20 0.4 0 6.5 2.60 0.00 14 29 0 0 4.5 0.00 0.001.021429 Total Q (cfs) 20.2 Total Area (ft2) 20.5 Average Velocity 1.0 Stream Width (ft) 29.0

Measurement #Distance, y (ft)Depth, z (ft) Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2) Discharg e, Q = V*A (cfs) 2.5 0.8 0.39 0.5 0.4 0.16 3.5 1 1.7 1 1 1.70 4.5 2.2 2.01 1 2.2 4.42 5.5 1.3 2.38 1 1.3 3.09 6.5 1.2 1.9 1 1.2 2.28 7.5 0.8 0.21 0.5 0.4 0.081.216667 Total Q (cfs) 11.7 Total Area (ft2) 6.5 Average Velocity 1.8 Stream Width (ft) 6.0

Measurement #Distance, y (ft)Depth, z (ft) Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2) Discharg e, Q = V*A (cfs) 1 0 0.15 0.01 0.5 0.08 0.001 2 1 0.10 0.01 1 0.10 0.001 3 2 0.20 0.11 1 0.20 0.022 4 3 0.30 0.14 1 0.30 0.042 5 4 0.20 0.16 1 0.20 0.032 6 5 0.25 0.11 1 0.25 0.028 7 6 0.30 0.20 1 0.30 0.060 8 7 0.40 0.19 1 0.40 0.076 9 8 0.30 0.18 0.5 0.15 0.027 0.24 Total Q (cfs) 0.3 Total Area (ft2) 2.0 Average Velocity 0.15 Stream Width (ft) 8.8 Stream Conditions: Clear, some ice on sides. Low flow. LB1 April 12, 2001 Sampling Location: WQTCO6

LB2 April 23, 2001

LB3 December 2, 2001 Stream Conditions: Muddy

Stream Conditions:Measurement

# Distance, y (ft)Depth, z (ft) Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2) Discharge , Q = V*A (cfs)

Measurement

# Distance, y (ft)Depth, z (ft) Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2) Discharge , Q = V*A (cfs)

Measurement

# Distance, y (ft)Depth, z (ft) Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2) Discharge , Q = V*A (cfs) 1 2 0.2 0.37 0.5 0.1 0.04 2 3 0.150.23 1 0.15 0.03 3 4 0.2 0.24 1 0.2 0.05 4 5 0.150.11 1 0.15 0.02 5 6 0.2 0.16 1 0.2 0.03 6 7 0.050.23 1 0.05 0.01 7 8 0 0 1 0 0.00 8 9 0.050.18 1 0.05 0.01 9 10 0.150.28 0.5 0.075 0.020.127778 Total Q (cfs) 0.2 Total Area (ft2) 1.0 Average Velocity 0.21 Stream Width (ft) 8.9 Sampling Location: WQTCO7

Sampling Location Under Construction - No Measurements were taken

LB2 April 23, 2001

Sampling Location Under Construction - No Measurements were taken

Stream Conditions: Clear. Heavy Silt. Downstream E470 Construction. LB3 December 2, 2001 LB1 April 12, 2001Measurement

# Distance, y (ft)Depth, z (ft)Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2) Discharge, Q = V*A (cfs) 1 0.5 0.6 0.01 0.75 0.45 0.00 2 2 0.85 0.02 1.5 1.28 0.03 3 3.5 1.1 0.11 1.5 1.65 0.18 4 5 2.5 0.25 1.5 3.75 0.94 5 6.5 2.6 0.38 1.5 3.90 1.48 6 8 2.6 0.38 1.5 3.90 1.48 7 9.5 2.3 0.29 1.5 3.45 1.00 8 11 0.8 0.18 1.5 1.20 0.22 9 12.5 0.75 0.02 1.5 1.13 0.02 10 14 0.7 0.03 1.5 1.05 0.03 11 15.5 0.6 0.01 1.5 0.90 0.01 12 17 0.3 0 1.5 0.45 0.00 13 18.5 0 0 1.5 0.00 0.00 14 20 0 0 0.75 0.00 0.001.121429 Total Q (cfs) 5.4 Total Area (ft2) 23.1 Average Velocity 0.2 Stream Width (ft) 20.0

Measurement

# Distance, y (ft)Depth, z (ft)Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2) Discharge, Q = V*A (cfs) 1 1 0 0 0.5 0 0 2 2 0.2 0 1 0.2 0 3 3 1.2 0.05 1 1.2 0.06 4 4 1.65 0.12 1 1.65 0.198 5 5 1.8 0.09 1 1.8 0.162 6 6 1.8 0.11 1 1.8 0.198 7 7 1.65 0.13 1 1.65 0.2145 8 8 1.5 0.11 1 1.5 0.165 9 9 1 0.03 1 1 0.03 10 10 0 0 0.5 0 0 1.08 Total Q (cfs) 1.0 Total Area (ft2) 10.8 Average Velocity 0.1 Stream Width (ft) 9.0

Measurement

# Distance, y (ft)Depth, z (ft)Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2) Discharge, Q = V*A (cfs) 1 0 1.5 0.090.25 0.38 0.03 2 0.5 1.5 0.14 0.5 0.75 0.11 3 1 1.5 0.1 0.5 0.75 0.08 4 1.5 1.4 0.01 0.5 0.70 0.01 5 2 1.1 0.01 0.25 0.28 0.00 1.4 Total Q (cfs) 0.22 Total Area (ft2) 2.9 Average Velocity 0.08 Stream Width (ft) 2 Stream Conditions: Clear Flow. Flow under weir. LB1 April 12, 2001 Sampling Location: WQBCO2

LB2 April 23, 2001

LB3 December 2, 2001 Stream Conditions: Clear.

Stream Conditions: Muddy.Measurement

# Distance, y (ft)Depth, z (ft) Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2)Discharge, Q = V*A (cfs)

Measurement

# Distance, y (ft)Depth, z (ft) Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2)Discharge, Q = V*A (cfs) 1 2 0.2 0 1 0.2 0 2 4 0.2 0 2 0.4 0 3 6 0.3 0 2 0.6 0 4 8 0.5 0.03 2 1 0.03 5 10 0.7 0.06 2 1.4 0.084 6 12 0.9 0.42 2 1.8 0.756 7 14 0.9 0.28 2 1.8 0.504 8 16 1.1 0.15 2 2.2 0.33 9 18 1 0.03 2 2 0.06 10 20 0.8 0.09 2 1.6 0.144 11 22 0.850.13 2 1.7 0.221 12 24 0.850.25 2 1.7 0.425 13 26 0.8 0.03 2 1.6 0.048 14 28 0.750.19 2 1.5 0.285 15 30 0.6 0.01 2 1.2 0.012 16 32 0.550.08 1 0.55 0.0440.6875 Total Q (cfs) 2.9 Total Area (ft2) 21.3 Average Velocity 0.1 Stream Width (ft) 32 Stream Conditions: Sampling Location: WQBC04

LB2 April 23, 2001 LB1 April 12, 2001

No Water for Streamflow Measurements

Marshy. Muddy.Sampling Location: WQBC04

Measurement

# Distance, y (ft)Depth, z (ft) Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2)Discharge, Q = V*A (cfs) 1 0.5 0.2 0.01 0.5 0.1 0.001 2 1.5 0.1 0.01 1 0.1 0.001 3 2.5 0.4 0.01 1 0.4 0.004 4 3.5 0.7 0.01 1 0.7 0.007 5 4.5 0.7 0.01 1 0.7 0.007 6 5.5 0.9 0.01 1 0.9 0.009 7 6.5 1.1 0.45 1 1.1 0.495 8 7.5 0.8 0.2 1 0.8 0.16 9 8.5 0.6 0.07 1 0.6 0.042 10 9.5 0.7 0.09 1 0.7 0.063 11 10.5 0.6 0.05 1 0.6 0.03 12 11.5 0.6 0.06 1 0.6 0.036 13 12.5 0.3 0.01 0.5 0.15 0.00150.592308 Total Q (cfs) 0.86 Total Area (ft2) 7.5 Average Velocity 0.11 Stream Width (ft) 12.5

Measurement

# Distance, y (ft)Depth, z (ft) Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2)Discharge, Q = V*A (cfs) LB3 December 3, 2001

LB4 January 25, 2002

This location had ice still frozen entire solid. We located one spot where a sample could be obtained. Flow measurements could not be collected.

Stream Conditions: Frozen Top, marshy.Measurement

# Distance, y (ft)Depth, z (ft)Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2) Discharge, Q = V*A (cfs) 1 0 0.30 1.37 1 0.30 0.41 2 2 1.50 1.37 2 3.00 4.12 3 4 1.50 1.37 2 3.00 4.12 4 6 2.25 1.37 2 4.50 6.18 5 8 3.00 1.37 2 6.00 8.24 6 10 1.75 1.37 2 3.50 4.81 7 12 3.25 1.37 2 6.50 8.93 8 14 5.25 1.37 2 10.50 14.43 9 16 1.50 1.37 2 3.00 4.12 10 18 2.00 1.37 2 4.00 5.50 11 20 0.00 1.37 2 0.00 0.00 12 22 1.80 1.37 2 3.60 4.95 13 24 2.50 1.37 2 5.00 6.87 14 26 1.25 1.37 2 2.50 3.43 15 28 0.00 1.37 1 0.00 0.00 Total Q (cfs) 76.1 Total Area (ft2) 55.4 Average Velocity 1.4 Stream Width (ft) 29.0

Measurement

# Distance, y (ft)Depth, z (ft)Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2) Discharge, Q = V*A (cfs) 1 1 0.10 0.00 1 0.10 0.00 2 3 0.10 0.00 2 0.20 0.00 3 5 0.10 0.00 2 0.20 0.00 4 7 0.10 0.00 2 0.20 0.00 5 9 0.00 0.00 2 0.00 0.00 6 11 0.30 0.00 2 0.60 0.00 7 13 0.20 0.44 2 0.40 0.18 8 15 0.25 0.20 2 0.50 0.10 9 17 0.25 0.70 2 0.50 0.35 10 19 0.22 0.00 2 0.44 0.00 11 21 0.20 0.27 2 0.40 0.11 12 23 0.25 1.53 2 0.50 0.77 13 25 0.15 1.58 2 0.30 0.47 14 27 0.40 0.90 2 0.80 0.72 15 29 0.15 0.00 2 0.30 0.00 16 31 0.00 0.00 1 0.00 0.00 Total Q (cfs) 2.7 Total Area (ft2) 5.4 Average Velocity 0.5 Stream Width (ft) 29.0 Stream Conditions: Mostly Clear.LB1 April 12, 2001 Sampling Location: WQBCO7

LB2 April 23, 2001 Stream Conditions: Muddy. Flow not deep enough for Marsh McBurney. Velocity was determined

using a float testMeasurement #Distance, y (ft)Depth, z (ft) Velocity at 0.6y (ft/s) Width, w (ft) Area, A = w*z (ft^2) Discharge, Q = V*A (cfs) 1 1 0.6 2.4 0.1 0.06 0.14 2 1.2 0.7 1.8 0.6 0.42 0.76 3 2.2 0.4 0.9 0.5 0.20 0.18 Total Q (cfs) 1.1 Total Area (ft2) 0.7 Average Velocity 1.6 Stream Width (ft) 4.5

Measurement #Distance, y (ft)Depth, z (ft) Velocity at 0.6y (ft/s) Width, w (ft) Area, A = w*z (ft^2) Discharge, Q = V*A (cfs) 1 5 0.1 0.450.75 0.075 0.034 2 6.5 0.1 0.5 0.75 0.075 0.038 Total Q (cfs) 0.1 Total Area (ft2) 0.2 Average Velocity 0.5 Stream Width (ft) 3.0

Measurement #Distance, y (ft)Depth, z (ft)Velocity at 0.6y

(ft/s)Width, w (ft) Area, A = w*z (ft^2)Discharge, Q = V*A

(cfs) 1 0 0.01 0.01 0.25 0.0025 0.000025 2 0.5 0.01 0.01 0.5 0.005 0.00005 3 1 0.2 0.01 0.5 0.1 0.001 4 1.5 0.2 0.24 0.5 0.1 0.024 5 2 0 0.01 0.25 0 0 Total Q (cfs) 0.03 Total Area (ft2) 0.2 Average Velocity 0.12 Stream Width (ft) 2

0.084` Stream Conditions: Water is flowing - too shallow to get any readings. LB1 April 12, 2001 Sampling Location: WQSCO1

LB2 April 23, 2001

LB3 December 3, 2001 Stream Conditions: Muddy.

Stream Conditions:Measurement #Distance, y (ft)Depth, z (ft) Velocity at 0.6y (ft/s) Width, w (ft) Area, A = w*z (ft^2) Discharge , Q = V*A (cfs) 1 1.3 0.5 0.540.75 0.38 0.20 2 2.8 0.8 0.77 1.5 1.20 0.92 3 4.3 0.7 0.940.75 0.53 0.49 Total Q (cfs) 1.6 Total Area (ft2) 2.1 Average Velocity 0.8 Stream Width (ft) 4.8

Measurement #Distance, y (ft)Depth, z (ft) Velocity at 0.6y (ft/s) Width, w (ft) Area, A = w*z (ft^2) Discharge , Q = V*A (cfs) 1 5.5 0.4 1.14 0.5 0.20 0.228 2 6.5 0.4 0.74 1 0.40 0.296 3 7.5 0.4 0.08 1 0.40 0.032 4 8.5 0.4 0.2 0.5 0.20 0.040 Total Q (cfs) 0.6 Total Area (ft2) 1.2 Average Velocity 0.5 Stream Width (ft) 4.0 Stream Conditions:LB1 April 12, 2001 Sampling Location: WQSC03

LB2 April 23, 2001 Stream Conditions: Muddy.Measurement

# Distance, y (ft)Depth, z (ft)Velocity at 0.6y

(ft/s)Width, w (ft) Area, A = w*z (ft^2)Discharge, Q = V*A

(cfs) 1 1.8 1.8 0.000.35 0.63 0.00 2 2.5 2.0 0.150.85 1.70 0.26 3 3.5 2.3 0.25 1.25 2.88 0.72 4 5.0 2.5 0.49 1.25 3.13 1.53 5 6.0 2.5 0.94 1.00 2.50 2.35 6 7.0 2.5 0.75 1.00 2.50 1.88 7 8.0 2.4 0.35 1.00 2.40 0.84 8 9.0 2.2 0.000.85 1.87 0.00 9 9.7 2.0 0.00 1.50 3.00 0.00 10 12.0 0.9 0.003.15 2.84 0.00 11 16.0 0.0 0.002.00 0.00 0.00 1.9 Total Q (cfs) 7.6 Total Area (ft2) 23.4 Average Velocity 0.3 Stream Width (ft) 16.0

Measurement

# Distance, y (ft)Depth, z (ft) Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2) Discharge, Q = V*A (cfs) 1 5 0.6 0.31 1 0.6 0.186 2 7 0.7 0.67 2 1.4 0.938 3 9 0.7 0.05 1 0.7 0.0350.666667 Total Q (cfs) 1.2 Total Area (ft2) 2.7 Average Velocity 0.4 Stream Width (ft) 7.3 Stream Conditions:LB1 April 12, 2001 Sampling Location: WQSCO4

LB2 April 23, 2001 Stream Conditions:Measurement #Distance, y (ft)Depth, z (ft)Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2) Discharge, Q = V*A (cfs) 1 0 0.5 0 0.75 0.38 0.00 2 1.5 1.3 0 1 1.30 0.00 3 2 1.7 0.120.75 1.28 0.15 4 3 2.5 0.47 1 2.50 1.18 5 4 2.7 0.76 1 2.70 2.05 6 5 2.7 0.74 1 2.70 2.00 7 6 2.2 0.26 1 2.20 0.57 8 7 1.9 0.08 0.9 1.71 0.14 9 7.8 1.7 0 1.25 2.13 0.00 10 9.5 0.2 0 0.85 0.17 0.00 Total Q (cfs) 6.09 Total Area (ft2) 17.06 Average Velocity 0.36 Stream Width (ft) 9.50

Measurement #Distance, y (ft)Depth, z (ft)Velocity at 0.6y (ft/s)Width, w (ft) Area, A = w*z (ft^2) Discharge, Q = V*A (cfs) 1 2 2.2 0.14 1 2.2 0.308 2 4 2.5 0.27 2 5 1.35 3 6 2.3 0.22 1 2.3 0.506 Total Q (cfs) 2.2 Total Area (ft2) 9.5 Average Velocity 0.2 Stream Width (ft) 7.3 Stream Conditions:LB1 April 12, 2001 Sampling Location: WQSCO5

LB2 April 23, 2001 Stream Conditions: Merky, low flow, lots of debris, steep banks.