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2016-08-24_PERMIT FILE - C1981008 (23)
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2016-08-24_PERMIT FILE - C1981008 (23)
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Last modified
10/6/2016 11:33:37 AM
Creation date
10/6/2016 11:31:20 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981008
IBM Index Class Name
Permit File
Doc Date
8/24/2016
Doc Name
Pond 018 Sediment Control System
Section_Exhibit Name
Section 2.05.3(3) Attachment 2.05.3(3)-28
Media Type
D
Archive
No
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SEDCAD 4 for Windows <br />I <br />Structure Detail: <br />Structure #4 (Vegetated Channel <br />Pond 018 East Ditch <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Smooth brome <br />Left Right <br />Bottom Retardance <br />Freeboard Freeboard Freeboard <br />Limiting <br />Sideslope Sideslope Slope (%) <br />Width (ft) Ratio Ratio Classes <br />Depth (ft) % of Depth Mult. x (VxD) <br />Velocity <br />(fps) <br />8.00 3.0:1 3.0:1 5.0 D, B <br />0.30 <br />7.0 <br />Vegetated Channel Results: <br />Structure #5 (Culvert) <br />Culvert C176 on East ditch into pond <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />() <br />Length (ft) Slope (%) Manning's n Headwater ft Loss Coef. <br />(ft) (Ke) <br />70.00 2.50 0.0240 2.50 1.00 0.9( <br />Culvert Results: <br />Design Discharge = 6.57 cfs <br />Minimum pipe diameter: 1 - 18 inch pipe(s) required <br />Structure #3 (Vegetated Channel <br />C4A Ditch <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Smooth brome <br />Filename: RevNH2 Pond 018 w Ditch 10024 042016.sc4 Printed 04-21-2016 <br />Attachment 2.05.3(3)-28 Revision Date: 04/21/2016 <br />Page 26 Revision No.: TR -72 <br />Stability <br />Class D w/o <br />Freeboard <br />Stability <br />Class D w/ <br />Freeboard <br />Capacity <br />Class B w/o <br />Freeboard <br />Capacity <br />Class B w/ <br />Freeboard <br />Design Discharge: <br />6.57 cfs <br />6.57 cfs <br />Depth: <br />0.33 ft <br />0.63 ft <br />0.64 ft <br />0.94 ft <br />Top Width: <br />9.98 ft <br />11.78 ft <br />11.82 ft <br />13.62 ft <br />Velocity: <br />2.21 fps <br />1.04 fps <br />X -Section Area: <br />2.97 sci ft <br />6.30 sci ft <br />Hydraulic Radius: <br />0.294 ft <br />0.524 ft <br />Froude Number: <br />0.72 <br />0.25 <br />Roughness Coefficient: <br />0.0665 <br />0.2078 <br />Structure #5 (Culvert) <br />Culvert C176 on East ditch into pond <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />() <br />Length (ft) Slope (%) Manning's n Headwater ft Loss Coef. <br />(ft) (Ke) <br />70.00 2.50 0.0240 2.50 1.00 0.9( <br />Culvert Results: <br />Design Discharge = 6.57 cfs <br />Minimum pipe diameter: 1 - 18 inch pipe(s) required <br />Structure #3 (Vegetated Channel <br />C4A Ditch <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Smooth brome <br />Filename: RevNH2 Pond 018 w Ditch 10024 042016.sc4 Printed 04-21-2016 <br />Attachment 2.05.3(3)-28 Revision Date: 04/21/2016 <br />Page 26 Revision No.: TR -72 <br />
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