2020-02-28_REVISION - C1981035 ‎(2)‎

• Permit No: C1981035
• IBM Index Class Name: Revision
• Doc Date: 2/28/2020
• Doc Name: Proposed Revised Pages
• From: GCC Energy
• To: DRMS
• Type & Sequence: TR29
• Email Name: JHB
• Media Type: D
• Archive: No

SEDCAD 4 for Windows
13
Culvert C-10 Flows into Culvert C-8
Culvert Inputs:
Max. Tailwater Entrance
Length (ft) Slope(%) Manning's n Headwater ( )ft Loss Coef.
(ft) (Ke)
167.00 1.24 0.0150 2.50 0.00 0.90
Culvert Results:
Design Discharge = 4.85 cfs
Minimum pipe diameter: 1 - 15 inch pipe(s) required
Structure #29 CCu/vertu
Basin G into Culvert C-8 into Culvert C-7
Culvert Inputs:
Max. Tailwater Entrance
Length (ft) Slope(%) Manning's n Headwater ( )ft Loss Coef.
(ft) (Ke)
60.00 2.17 0.0150 2.50 0.00 0.90
Culvert Results:
Design Discharge = 7.04 cfs
Minimum pipe diameter: 1 - 15 inch pipe(s) required
Structure #30 CCu/vertu
Culvert C-7 Flows into Pond 1
Culvert Inputs:
Max. Tailwater Entrance
Length (ft) Slope(%) Manning's n Headwater ( )ft Loss Coef.
(ft) (Ke)
265.00 0.44 0.0150 2.50 0.00 0.90
Culvert Results:
Design Discharge = 11.88 cfs
Minimum pipe diameter: 1 - 24 inch pipe(s) required
Structure #41 (Erodible Channe/�
Ditch 2A Flows Into Ditch 2B
Trapezoidal Erodible Channel Inputs:
Material: Graded loam to cobbles when noncolloidal
Filename: Disturbed Area Modified for King III Portals JR.sc4 Printed 02-04-2020