PERMFILE121511

• Permit No: C1996084
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: EXHIBIT 14 JC HAUL ROAD CULVERTS
• Media Type: D
• Archive: No

SEDCAD 4.0
Copynght 1998 Pamela J Schwab
Civi15oRware Design

Culvert 0 + 24.91 on ]eff Canyon Haul Road
Culvert Inputs:
Max. Tailwater Ent2nce
Length (R) slope (%) Manning's n Headwater Loss Coef.
(R) (R) (Ke)
~ 80.00 3.00 0.0240 3.50 0.00 0.70
Culvert Results:
.'

Minimum pipe diameter: 1 - 45 inch pipe(s) required
Detai/ed Performance Curves
Design Discharge = 49.77 cfs
Maximum Headwater = 3.50 ft
(BOLD indicates design pipe size)

Headwater
(R) Discharge
(cfs)
(42 in) Discharge
(cfs)
(45 in) Discharge
(ds)
(46 in)
0.35 1.52 1.63 1.74
0.70 4.29 4.60 4.91
1.05 7.89 8.45 9.01
1.40 12.14 13.01 13.86
1.75 16.97 18.18 19.39
2.10 22.30 23.90 25.49
2.45 28.10 30.11 32.12
2.80 34.34 36.79 39.24
3.15 40.97 43.90 46.83
3.50 47.99 51.42 54.84
3.85 55.36 59.32 63.27
4.20 62.08 67.59 72.09
4.55 68.20 74.74 81.29
4.90 73.85 81.50 88.86
5.25 79.09 87.75 96.25
SEDCAD Utility Run Printed 07-27-2001