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SEDCAD 4 for Windows <br />a <br />Structure Detail: <br />Structure #40 (Null <br />Structure #41 (Culvert, <br />Culvert under facilities <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater () ft Loss Coef. <br />(ft) (Ke) <br />200.00 2.00 0.0240 2.00 2.00 0.9( <br />Culvert Results: <br />Design Discharge = 42.88 cfs <br />Minimum pipe diameter: 1 - 96 inch pipe(s) required <br />Structure #42 (Null <br />Headwaters above pipeline <br />Structure #43 (Null <br />Headwaters above pipeline <br />Structure #44 (Null, <br />Addition from the western area <br />Structure #47 (Vegetated Channel <br />Ditch to Coal Stockpile Pond <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Smooth brome <br />Bottom Left Right Retardance <br />Freeboard Freeboard Freeboard <br />Limiting <br />Width ft Sideslope Sideslope Slope (%) Classes <br />() Ratio Ratio <br />o <br />Depth (ft) /o of Depth Mult. x (VxD) <br />Velocity <br />(fps) <br />12.00 2.0:1 2.0:1 3.0 D, B <br />50.92 cfs <br />7.0 <br />Vegetated Channel Results: <br />Stability Stability <br />Capacity Capacity <br />Class D w/o Class D w/ <br />Class B w/o Class B w/ <br />Freeboard Freeboard <br />Freeboard Freeboard <br />Design Discharge: 50.92 cfs <br />50.92 cfs <br />Depth: 0.77 ft <br />1.19 ft <br />Filename: Eastside Initial Disturb 2524 022517.so4 Printed 02-24-2017 <br />Exh. 7-23J-63 Revision Date: 02/26/2017 <br />Revision No.: TR -108 <br />