2010-03-15_PERMIT FILE - C1981035A ‎(10)‎

• 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

SEDCAD 4 for Windows
-100$1 0­1� I Q�N­k
Basin A DIstilrbed
Trapezoidal Riprap Channel Inputs:
•
Left Right
w/o Reeboard w/ Freeboard
Design Discharge:
1,11 cfs
Depth:
0.00 ft
Top Width:
0.00 ft
Velocity:
0.00 fps
X-Section Area:
0.00 sq ft
Hydraulic Radius:
0.000
Froude Number:
Manning's n:
0.0
Dmin:
0.00 in
DSO:
0.00 in
------
Dmax:
--- —
0.00 In
Basin A DIstilrbed
Trapezoidal Riprap Channel Inputs:
•
Left Right
Freeboard Freeboard Freeboard
Bottom Sideslope Sideslope slope N
Width (ft))
Depth (ft) % of Depth Mutt x (VxD)
Ratio Rado
0.47 ft 0,77 ft
2.00 2.0:1 2.0:1 10.0
0.30
Riprap Channel Results:
PADER Method - Steep Slope Design
S&Actyrc , / rap t�j a _&k_p Cha
--- i
8
Basin A Undisturbed
• Piename: Pond VeWicafion012010.sc4 Printed 01 -20 -2010
w/o Freeboard wl Freeboard
Design Discharge:
7.14 cfs
Depth:
0.47 ft 0,77 ft
Top Width:
3.90 ft 5.10 It
Velocity:
SAO fps
X-Section Area:
1.40 sq ft
Hydraulic -Radius:
Froude Number.
Manning's n:
0.340-----
1.50_
0.0450
Dmin:
2.00 in
DSO:
Dmax:
3.00 In
4.50 in
S&Actyrc , / rap t�j a _&k_p Cha
--- i
8
Basin A Undisturbed
• Piename: Pond VeWicafion012010.sc4 Printed 01 -20 -2010