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2017-03-15_PERMIT FILE - C1981008A (2)
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2017-03-15_PERMIT FILE - C1981008A (2)
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Last modified
10/4/2018 8:54:34 AM
Creation date
5/22/2017 10:35:39 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981008A
IBM Index Class Name
Permit File
Doc Date
3/15/2017
Doc Name
Pond 016 As-Built
Section_Exhibit Name
Section 2.05.3(3)-36 Attachment 2.05.3(3)-36
Media Type
D
Archive
Yes
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SEDCAD 4 for Windows <br />I Rrhw.h <br />Structure Detail; <br />Structure #7 (Vegetated Channel) <br />C5 Ditch <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Smooth brome <br />Bottom Left Right Retardance <br />Freeboard Freeboard Freeboard <br />Limiting <br />Velocity (fps) <br />Sideslope Sideslope Slope (%) <br />Width (ft) Ratio Ratio Classes <br />Depth (ft) % of Depth Mult. x (VxD) <br />Design Discharge: <br />4.00 3.0:1 3.0:1 5.0 D, B <br />0.30 <br />7.0 <br />Vegetated Channel Results: <br />Structure #6 (Vegetated Channel) <br />Tailwater Ditch 20+00 to 34+00 <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Smooth brome <br />Bottom Left Right Retardance <br />Sideslope Slope <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 />0.51 cfs <br />0.30 <br />0.51 cfs <br />Depth: <br />0.15 ft <br />0.45 ft <br />0.38 ft <br />0.68 ft <br />Top Width: <br />4.92 ft <br />6.72 ft <br />6.27 ft <br />8.07 ft <br />Velocity: <br />0.75 fps <br />0.26 fps <br />X -Section Area: <br />0.68 sq ft <br />1.95 sq ft <br />Hydraulic Radius: <br />0.137 ft <br />0.304 ft <br />Froude Number: <br />0.36 <br />0.08 <br />Roughness Coefficient: <br />0.1165 <br />0.5694 <br />Structure #6 (Vegetated Channel) <br />Tailwater Ditch 20+00 to 34+00 <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Smooth brome <br />Bottom Left Right Retardance <br />Sideslope Slope <br />Freeboard Freeboard Freeboard <br />Limiting <br />Velocity (fps) <br />Sideslope (%) <br />Width (ft) Ratio Ratio Classes <br />Depth (ft) % of Depth Mult. x (VxD) <br />Design Discharge: <br />1.00 4.0:1 4.0:1 0.7 D, B <br />0.30 <br />7.0 <br />Vegetated Channel Results: <br />7 <br />Filename: NH2 Pond 016 As -Built 10-24 01.30.17.sc4 Printed 01-30-2017 <br />Attachment 2.05.3(3)-36 Page 13 February 2017 (TR -78) <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 />0.08 cfs <br />0.08 cfs <br />Depth: <br />0.22 ft <br />0.52 ft <br />0.59 ft <br />0.89 ft <br />Top Width: <br />2.77 ft <br />5.17 ft <br />5.70 ft <br />8.10 ft <br />7 <br />Filename: NH2 Pond 016 As -Built 10-24 01.30.17.sc4 Printed 01-30-2017 <br />Attachment 2.05.3(3)-36 Page 13 February 2017 (TR -78) <br />
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