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2015-12-17_PERMIT FILE - C1981035A (9)
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2015-12-17_PERMIT FILE - C1981035A (9)
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Last modified
7/7/2020 3:01:52 PM
Creation date
1/12/2016 9:19:41 AM
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Template:
DRMS Permit Index
Permit No
C1981035A
IBM Index Class Name
Permit File
Doc Date
12/17/2015
Doc Name
Hydrology Sed Cad Model Basin to Sediment Pond KII
Section_Exhibit Name
KII Appendix 11(1) Sed Cad Model
Media Type
D
Archive
Yes
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EDCAD 4 for Windows <br />9 <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Grass mixture <br />Left Right Retardance <br />Bottom <br />Freeboard Freeboard Freeboard <br />Limiting <br />Sideslope Sideslope Slope (%) <br />Width (ft) Ratio Ratio Classes <br />Mult. x <br />Depth (ft) % of Depth <br />Velocity <br />(fps) <br />Class D w/o <br />(VxD) <br />Class B w/o <br />4.00 1.8:1 7.8:1 1.9 D, B <br />0.30 <br />5.0 <br />Vegetated Channel Results: <br />Structuve x,,38 Culverts <br />Culvert G9 Flows into Culvert C-7 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater Loss Coef. <br />(ft) (ft) (Ke) <br />202.00 4.03 0.0240 3.00 0.00 0.91 <br />Culvert Results: <br />Design Discharge = 2.07 cfs <br />Minimum pipe diameter: 1 - 10 inch pipe(s) required <br />Structure #31 Null <br />Basin D flows Into Ditch 5B <br />Structure 1132 (Erodible Channeo <br />Ditch 5B flows into Basin Dl <br />Trapezoidal Erodible Channel Inputs: <br />Material: Shales and hardpans <br />Filename: Basin A- Pond - Basin E.sc4 Printed 12-01-2015 <br />Stability <br />Stability <br />Capacity <br />Capacity <br />Class D w/o <br />Class D w/ <br />Class B w/o <br />Class B w/ <br />Freeboard <br />Freeboard <br />Freeboard <br />Freeboard <br />Design Discharge: <br />2.07 cfs <br />2.07 cfs <br />Depth: <br />0.36 ft <br />0.66 ft <br />0.77 ft <br />1.07 ft <br />Top Width: <br />7.43 ft <br />10.28 ft <br />11.29 ft <br />14.14 ft <br />Velocity: <br />1.00 fps <br />0.35 fps <br />X -Section Area: <br />2.06 sq ft <br />5.86 sq ft <br />Hydraulic Radius: <br />0.275 ft <br />0.512 ft <br />Froude Number: <br />0.34 <br />0.09 <br />Roughness Coefficient: <br />0.0864 <br />0.3715 <br />Structuve x,,38 Culverts <br />Culvert G9 Flows into Culvert C-7 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater Loss Coef. <br />(ft) (ft) (Ke) <br />202.00 4.03 0.0240 3.00 0.00 0.91 <br />Culvert Results: <br />Design Discharge = 2.07 cfs <br />Minimum pipe diameter: 1 - 10 inch pipe(s) required <br />Structure #31 Null <br />Basin D flows Into Ditch 5B <br />Structure 1132 (Erodible Channeo <br />Ditch 5B flows into Basin Dl <br />Trapezoidal Erodible Channel Inputs: <br />Material: Shales and hardpans <br />Filename: Basin A- Pond - Basin E.sc4 Printed 12-01-2015 <br />
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