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2010-05-25_REVISION - C1981008 (37)
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2010-05-25_REVISION - C1981008 (37)
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Entry Properties
Last modified
8/24/2016 4:12:26 PM
Creation date
5/26/2010 12:56:39 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981008
IBM Index Class Name
Revision
Doc Date
5/25/2010
Doc Name
Response 1 Revised Pages Section 2.05.3(3) Attachment 2.05.3(3)-22
Type & Sequence
PR6
Media Type
D
Archive
No
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SEDCAD 4 for Windows <br />Structure #1 NeQetated Channel) <br />Mined Land Disturbed (poor) <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Grass mixture <br />Stability <br />Class D w/o <br />Freeboard <br />Stability <br />Class D w/ <br />Freeboard <br />Capacity <br />Class 8 w/o <br />Freeboard <br />Capacity <br />pass B w/ <br />Freeboard <br />Design Discharge: <br />Depth: <br />19.67 cis <br />0.38 ft <br />1.38 ft <br />19.67 cis <br />0.71 ft <br />1.71 It <br />Top Width: <br />27.52 ft <br />47.52 ft <br />34.28 ft <br />54.28 ft <br />Velocity: <br />2.20 fps <br />1.02 fps <br />X- Sedan Area: <br />8.93 sq ft <br />1.33 ft <br />19.38 sq ft <br />1.65 ft <br />Hydraulic Radius: <br />0.324 ft <br />46.60 ft <br />0.564 ft <br />53.02 ft <br />Froude Number: <br />0.68 <br />0.24 <br />Roughness <br />Coefficient: <br />0.0646 <br />0.2027 <br />Structure #1 NeQetated Channel) <br />Mined Land Disturbed (poor) <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Grass mixture <br />Vegetated Channel Results: <br />Stability <br />eft <br />Bottom <br />fight <br />Retardance Freeboard Freeboard Freeboard <br />Capacity <br />Si <br />Width (ft) Ratio <br />Sid Slope (%) <br />Ratio Cusses Depth (ft) % of Depth MVxD) <br />Velocity <br />Class B w/o <br />Class B w/ <br />(f0,) <br />20.00 10.0:1 <br />10.0:1 4.1 D, B 1.00 10.00 <br />5.0 <br />Vegetated Channel Results: <br />Structure #5 (Pond) <br />pond <br />Pond Inputs: <br />Initial Pool Elev: 5,611.90 ft <br />Initial Pool: 4.99 ac -ft <br />Filename: 011 POND 10YR post mine 1 day pump 15sept09.so4 <br />Printed 09- 16.2009 <br />REVISED AUGUST 2009 Attachment 2.05.3(3) -14 -19 <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 />14.37 cfs <br />14.37 cis <br />Depth: <br />0.33 ft <br />1.33 ft <br />0.65 ft <br />1.65 ft <br />Top Width: <br />26.60 ft <br />46.60 ft <br />33.02 ft <br />53.02 ft <br />Velocity: <br />1.87 fps <br />0.83 fps <br />X- Section Area: <br />7.69 sq ft <br />17.26 sq ft <br />Hydraulic Radius: <br />0.289 ft <br />0.522 ft <br />Froude Number: <br />0.61 <br />0.20 <br />Roughness <br />Coefficient: <br />0.0704 <br />0.2345 <br />Structure #5 (Pond) <br />pond <br />Pond Inputs: <br />Initial Pool Elev: 5,611.90 ft <br />Initial Pool: 4.99 ac -ft <br />Filename: 011 POND 10YR post mine 1 day pump 15sept09.so4 <br />Printed 09- 16.2009 <br />REVISED AUGUST 2009 Attachment 2.05.3(3) -14 -19 <br />
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