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2010-03-15_PERMIT FILE - C1981035A (10)
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2010-03-15_PERMIT FILE - C1981035A (10)
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Entry Properties
Last modified
7/7/2020 3:02:29 PM
Creation date
6/16/2010 2:19:12 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981035A
IBM Index Class Name
Permit File
Doc Date
3/15/2010
Doc Name
Appendix
Section_Exhibit Name
KII Appendix 11(1) Sediment Pond "As-Built"
Media Type
D
Archive
Yes
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SEDCAD 4 for Windows <br />I"-4- ho'10014 0.....e4n 1 Cwfiuwei. <br />• <br />S vcfttr ° Detail: <br />_jam 4,icgLre # 7 / ra Channel <br />Basin B Disturbed <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left Right Freeboard Freeboard Freeboard <br />W idth Bottom )) Srdeslope Side Ratio Ratio do Slope ( %) Depth (ft) % of Depth Mutt, x (Vx0) <br />2.00 2.0:1 2.0:1 18.01 0.30 <br />Riprap Channel Results: <br />PADER Method - Steep Slope Design <br />• <br />5 ructtlre # 6 (RiDrW C annel) <br />Basin B Undisturbed <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right Freeboard Freeboard Freeboard <br />Width (ft)) Sided Si tope (%) ) <br />Ratio o Ratio Depth (ft) % of Depth Mutt. x (VxD) <br />2.00 2.0:1 2.0:1 18.0 <br />Riprap Channel Results: <br />PADER Method - Mild Slope Design <br />7 <br />• Filename: Pond Vedfication0l201 O.sa4 Printed 01 -20 -2010 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />16.27 cfs <br />Depth: <br />0.70 ft 1.00 ft <br />Top Width: <br />4.81 ft 6. R <br />Velocity: <br />6.7 fps <br />X- Section Area: <br />2.40 sq ft <br />H ydraulic Rad ius: <br />0. <br />Froude Number: <br />1.69 _ ....... ...___.._._....._....-- <br />Manning's n: <br />_ . _ _............... <br />0.0560 <br />Dmin: <br />3 .00 in ~ <br />D50: <br />Dmax. <br />6.00 in <br />9.00 in <br />5 ructtlre # 6 (RiDrW C annel) <br />Basin B Undisturbed <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right Freeboard Freeboard Freeboard <br />Width (ft)) Sided Si tope (%) ) <br />Ratio o Ratio Depth (ft) % of Depth Mutt. x (VxD) <br />2.00 2.0:1 2.0:1 18.0 <br />Riprap Channel Results: <br />PADER Method - Mild Slope Design <br />7 <br />• Filename: Pond Vedfication0l201 O.sa4 Printed 01 -20 -2010 <br />
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