PERMFILE104271

• Permit No: C1982057A
• IBM Index Class Name: Permit File
• Doc Date: 10/14/2003
• Section_Exhibit Name: Tab 13 Attachment 13-6 Part 2
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
Copyright 7998 Pamela J. Schwab
Civil Sofhvare Design
6
•
Subwatershed Hydro/ogy Detai/:

Stru SWS
# #
SWS Area
(ac) Time of
Conc
(hrs)
Musk K
(hrs)
Musk X
Curve
Number
UHS Peak
Discharge
(~) Runoff
Volume
(az-R)
#1 1 3,500 0.041 0.000 0.000 71.000 M 0.56 0.046.
2 11.000 0.089 0.000 0.000 J1.000 M 1.77 0.144
3 0.500 0.032 0.000 0.000 95.000 F 0.57 0.050
15.000 2.90 0.240
Subwatershed Time of Concentration Detai/s:
•
Stru
# SYVS
# Land Flow Condition Slope (%) Vert. Dist.
(R) Horiz. Dist.
(R) Velocity
(fps) Time (hrs)
#1 1 3. Short grass pasture 15.80 47.40 300.00 3.170 0.026
6. Grassed waterway 15.80 37.91 239.93 5.960 0.011
8. Large gullies, diversions, and low
flowing streams 9.90 14.35 144.94 9.430 0.004
ill 1 lime of Concentration: ~ 0.041
#1 2 3. Short grass pasture 15.00 45.00 300.00 3.090 0.026
6. Grassed waterway 14.38 130.00 904.00 5.680 0.044
8. Large gullies, diversions, and low
flowing streams 9.90 65.33 659.69 9.430 0.019
#1 2 Time of Concentration: 0.089
#1 3 8. Large gullies, diversions, and low
Flowing streams 9.90 109.69 1,107.97 9.430 0.032
#1 3 Time of Concentration: 0.032
Filename: Ch8+00.21+OO.sc4 Printed 06-06-2003