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2011-06-29_PERMIT FILE - C1981019 (15)
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2011-06-29_PERMIT FILE - C1981019 (15)
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Last modified
8/24/2016 4:34:58 PM
Creation date
8/18/2011 10:44:19 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
Permit File
Doc Date
6/29/2011
Doc Name
Attachment 1 to Attachment 12
Section_Exhibit Name
Exhibit 07 East Taylor Pond 010A
Media Type
D
Archive
No
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0 <br />SEDCAD 4 for Windows <br />r—wrinhf 10°R - ?ni n p —m. i Crhuinh <br />Left Right Freeboard Freeboard Freeboard <br />Width <br />Riprap Channel Results: <br />Simons /OSM Method - Steep Slope Design <br />w/o Freeboard w/ Freeboard <br />Bottom <br />(ft) Sideslope Sideslope Slope ( %) <br />Depth (ft) % of Depth Mult. x <br />Ratio Ratio <br />(VxD) <br />12.00 3.0:1 3.0:1 8.3 <br />1.00 <br />Riprap Channel Results: <br />Simons /OSM Method - Steep Slope Design <br />• Velocity and Manning's n calculations may not apply for this method. <br />Structure #2 (Vegetated Channel) <br />middle portion of e taylor ditch <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Kentucky bluegrass <br />Left Right Retardance <br />Bottom <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />6.80 cfs <br />Depth: <br />0.09 t 1.09 ft <br />Top Width: <br />12.55 ft 18.55 ft <br />Velocity*: <br />20.00 3.0:1 3.0:1 1.5 D, B <br />X- Section Area: <br />1.12 sq ft <br />Hydraulic Radius: <br />0.089 ft <br />Froude Number *: <br />Top Width: <br />Manning's n *: <br />29.06 ft <br />Dmin: <br />1.00 in <br />D50: <br />3.00 in <br />Dmax: <br />3.75 in <br />• Velocity and Manning's n calculations may not apply for this method. <br />Structure #2 (Vegetated Channel) <br />middle portion of e taylor ditch <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Kentucky bluegrass <br />Left Right Retardance <br />Bottom <br />Freeboard Freeboard Freeboard <br />Limiting <br />Velocity <br />Sideslope Sideslope Slope ( %) Classes <br />Width (ft) <br />Mult. x <br />Depth (ft) % of Depth <br />(fps) <br />Ratio Ratio <br />(VxD) <br />19.87 cfs <br />20.00 3.0:1 3.0:1 1.5 D, B <br />1.00 <br />7.0 <br />Vegetated Channel Results: <br />Filename: E Taylor Sed Pond Active Mining Phase 25 24.sc4 <br />11 <br />Printed 12 -12 -2010 <br />Exh. 7 -ET -30 Revision Date: 12/31/10 <br />Revision No.: TR -81 <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 />19.87 cfs <br />19.87 cfs <br />Depth: <br />0.51 ft <br />1.51 ft <br />0.94 ft <br />1.94 ft <br />Top Width: <br />23.06 ft <br />29.06 ft <br />25.65 ft <br />31.65 ft <br />Velocity: <br />1.81 fps <br />0.92 fps <br />X- Section Area: <br />10.98 sq ft <br />21.50 sq ft <br />Filename: E Taylor Sed Pond Active Mining Phase 25 24.sc4 <br />11 <br />Printed 12 -12 -2010 <br />Exh. 7 -ET -30 Revision Date: 12/31/10 <br />Revision No.: TR -81 <br />
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