PERMFILE107482

• Permit No: C1982057
• IBM Index Class Name: Permit File
• Doc Date: 11/5/2004
• Doc Name: Haul Road Channel and Culvert Design
• Section_Exhibit Name: Tab 13 Attachment 13-5B Appendix 2
• Media Type: D
• Archive: No

SEDCAD 4 for Windows
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Subwatershed Hydro%gy Detai/:

Stru SWS
SWS Area Time of
Musk K
Curve ~ Peak Runoff

~ Conc Musk X
UHS Discharge Volume
# # (ac) (hrs) Number
(hrs) (~) (ac-ft
#1 1 6.800 0.059 0.000 0.000 86.000 M 4.77 0.357
2 0.500 0.034 0.020 0.406 91.000 M 0.47 O.D38
7.300 5.24 0.394
Subwatershed Time of Concentration Detai/s;
•
Stru SWS
land Flow Condition ce ("fin)
Slo Vert. Dist. Horiz. Dist. Velocity Time (hrs)
# # (ft) (ft) (fps)
#1 1 3. Short grass pasture 20.37 55.00 270.00 3.610 0.020
6. Grassed waterway 11.09 260.00 2,345.00 4.990 0.130
#1 1 Time of Concentration: 0.059
#1 2 5. Nearly bare and unfilled, and 10.61 35.00 330.00 3
250 0
028
alluvial valley fans . .
5. Nearly bare and unfilled, and 10.98 90.00 820.00 310
3 0.068
alluvial valley fans .
#1 2 Time of Concentration: 0.034
Subwatershed Muskingum Routing Detai/s:
Stru SWS Land Flow Condition Slope (%) Vert. Dist Horiz. Dist. Velocity Time (hrs)
# # (ft) (ft) (fps)
#1 1 7. Paved area and small upland 12.96 210.00 1,620.00 7.240 0.062
gullies
#1 1 Muskingum K: 0.000
#1 2 5. Nearly bare and unfilled, and 16.26 100.00 615.00 4
030 0
042
alluvial valley fans . .
7. Paved area and small upland 13.00 109.20 840.00 7.250 0.032
gullies
#1 2 Muskingum K: 0.020
• Filename: Oil Ditch-upped2ev1.sc4 Printed 07-23-2004