PERMFILE46210

• Permit No: C1994082A
• IBM Index Class Name: Permit File
• Doc Date: 2/28/2006
• Doc Name: YPM-7 to YPM-16
• Section_Exhibit Name: Tab 13 Attachment 13-12 Appendix 13-12.3 Part 2
• Media Type: D
• Archive: Yes

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) {cfs) (ac-ft)
#1 1 10.600 0.083 0.137 0.398 42.000 M ~ 0.00 .0.000
2 49.200 0.107 0.000 0.000 71.000 M ~ 7.90 0.644
59.800 7.90 ~ 0.644
Subwatershed Time of Concentration Detai/sc
•
Stru
# SWS
# land Flow Condition Slope {%) Vert. Dist.
(ft) Horiz. Dis[.
(ft) Velodty
(fps) Time (hrs)
#1 1 3. Short grass pasture 10.00 30.00 300.00 - 2.520 0.033
6. Grassed waterway - ~ 10.34 90.00 870.00 4.820 0.050
#1 1 Time of Concentration: ~ ~ 0.083
#1 2 6. Grassed waterway 5.83 35.00 600.00 3.620 0.046
. 7. Paved area and sma71 upland
gullies - 15.52 270.00 1,740,00 7.920
~ - 0.061
#1 2 -Time of Concentration: 0.107
Subwatershed Muskingum Routing Detai/s:
S[ru SWS Land Flow Condition Slope (Mo) Vert. Dist. Horiz. Dist. Velocity Time (hrs)
# # (R) (ft) (fps)
#1 1 6. Grassed waterway ]0.53 190.00 1,330.00 ~ 4.860 0.076
7. Paved area and small upland 15.52 270.00 1,740.00 7.920 0.061
gullies
#1 1 Muskingum K: 0.137
Filename: YPM7.10.yr-24-hr.sc4 Printed 06-24.2004