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Bank Sta: Left Right Lengths: Left Channel 100 128 25.25 25 CROSS SECTION RIVER: Channel REACH: Berm to Ponds RS: 3600 .INPUT Description: 36+00; 0.56 channel bottom gradient Station Elevation Data num= 4 Sta Elev Sta Elev Sta Elev 100 8609.5 109 8601.5 119 8601.5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 100 .035 100 .035 128 .035 Bank Sta: Left Right Lenqths: Left Channel 100 128 25 25 CROSS SECTION RIVER: Channel REACH: Berm to Ponds RS: 3575 INPUT Description: 36+00; 0.59 channel bottom gradient Station Elevation Data num= 4 Sta Elev Sta Elev Sta Elev 100 8609.9 109 8601.4 119 8601.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 100 .035 100 .035 128 .035 .Bank Sta: Left Right Lenqths: Left Channel 100 128 25 25 CROSS SECTION RIVER: Channel REACH: Berm to Ponds RS: 3550 INPUT Description: 36+00; 0.59 channel bottom gradient Station Elevation Data num= 4 Sta Elev Sta Elev Sta Elev 100 8604.2 109 8601.2 119 8601.2 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 100 .035 100 .035 128 .035 Bank Sta: Left Right Lengths: Left Channel 100 128 25 25 CROSS SECTION RIVER: Channel REACH: Berm to Ponds RS: 3525 INPUT Description: 36+00; 0.59 channel bottom gradient Station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev 100 8604.1 109 8601.1 119 8601.1 Manning's n Values num= 3 • Sta n Val Sta n Val Sta n Val 100 .035 100 .035 128 .035 Bank Sta: Left Right Lengths: Left Channel 100 128 25 25 Right Coeff Contr. Expan. 24.25 .1 .3 Sta Elev 128 8604.5 Right Coeff Contr. Expan. 25 .1 .3 Sta Elev 128 8609.9 Right Coeff Contr. Expan. 25 .1 .3 Sta Elev 128 8609.2 Right Coeff Contr. Expan. 25 .1 .3 Sta Elev 128 8609.1 Right Coeff Contr. Expan. 25 .1 .3