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2015-04-03_PERMIT FILE - C1981041 (2)
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2015-04-03_PERMIT FILE - C1981041 (2)
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Last modified
8/24/2016 5:59:01 PM
Creation date
6/9/2015 8:42:21 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981041
IBM Index Class Name
Permit File
Doc Date
4/3/2015
Doc Name
A-2 Sediment Control Calculations TOC to pg RSN-51
Section_Exhibit Name
Tab 13 Appendix 13-2
Media Type
D
Archive
No
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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab_ All rights reserved. <br />Company Name: PEABODY COAL COMPANY <br />• Filename: C:\SEDCAD3\RSNPSOP User: lmr <br />Date: 04-03-1996 Time: 15:50:47 <br />RSN Operational Drainage to Pond 5 <br />Storm: 1.40 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />POND INPUT/OUTPUT TABLE <br />--------------------------- <br />--------------------------- <br />J3, B1, S1 <br />Pond 5 <br />Drainage Area from J3, B1, S1, SWS(s)1: 0.0 acres <br />Total Contributing Drainage Area: 10.5 acres <br />DISCHARGE OPTIONS: <br /> Drop Drop <br /> Inlet Inlet <br />Riser Diameter (in) 6.0 36.0 <br />Riser Height (ft) 2,~ 4.50 <br />Barrel Diameter (in) 6.0 36.0 <br />Barrel Length (ft) 40.00 40.00 <br />rrel Slope (%) 1.00 1.00 <br />_...iing' s n of Pipe 0 .015 0 .015 <br />Spillway Elevation 4794.8 4796.6 <br />Lowest Elevation of Holes ---- ---- <br /># of Holes/Elevation ---- ---- <br />Entrance Loss Coefficient ---- ---- <br />Tailwater Depth (ft) ---- ---- <br />Notch Angle (degrees) ---- ---- <br />Weir Width (ft) ---- ---- <br />Siphon Crest Elevation ---- ---- <br />Siphon Tube Diameter (in) ---- ---- <br />Siphon Tube Length (ft) ---- ---- <br />Manning's n of Siphon ---- ---- <br />Siphon Inlet Elevation ---- ---- <br />Siphon Outlet Elevation ---- ---- <br />Emergency Spillway Elevation ---- ---- <br />Crest Length (ft) ---- ---- <br />Z:1 (Left and Right) -- -- -- -- <br />Bottom Width (ft) ---- ---- <br />'~ RESULTS <br /> Sediment Permanent Dead Sediment <br /> Storage* Pool Space Algorithm <br /> (ac-ft) (ac-ft) (%) <br /> ---------- <br />0.05 ----------- <br />0.13 -------------------- <br />0.00 CSTRS <br />RSN - 32 2/02 <br />
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