2013-10-30_PERMIT FILE - C1981038A ‎(2)‎

• Permit No: C1981038A
• IBM Index Class Name: Permit File
• Doc Date: 10/30/2013
• Section_Exhibit Name: Volume 8 Surface Drainage - Drainage - Design & Location
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
Copyright 1998 Pamela J. Schwab
Civil Software Design
Subwatershed Hydro%gy Detai/••

Stru SWS
# #
SWS Area
(ac) Time of
Conc

(hrs)
Musk K
(hrs)
Musk X
Curve
Number
UHS Peak
Discharge

(cfs) Runoff
Volume

(ac-ft)
#1 1 0.060 0.009 0.009 0.407 82.000 7855 0.04 0.003
2 0.290 0.009 0.009 0.407 82.000 TR55 0.17 0.013
3 0.070 0.000 0.000 0.414 82.000 7855 0.04 0.003
0.420 0.25 0.018
Subwatershed Sedimento%gy Detai/;
Peak Peak
S
u 5
S Sediment S
i
ent Se
a
ble 24VW
#
# Soil K L (ft) 5 (%) C P PS # A
n C
C
(tons) (ml/I)
(mg/I) (ml/I)
#1 1 0.320 134.00 20.00 0.9000 1.0000 1 0.6 463,392 198.35 175.35
2 0.320 120.00 15.00 0.9000 1.0000 1 2.4 294,358 126.00 81.46
3 0.320 15.00 67.00 0.9000 1.0000 1 0.6 415,145 177.70 156.71
3.6 340,821 145.89 98.03
Subwatershed Time of Concentration Detai/s;
Stru SWS Land Flow Condition Slope (%) Vert. Dist. Horiz. Dist. Velocity Time (hrs)
# # (ft) (ft) (fps)
#1 1 5. Nearly bare and unfilled, and 66.43 9.30 14.00 8.150 000
0
alluvial valley fans .
5. Nearly bare and unfilled, and 5.00 4.00 80.00 2.230 0.009
alluvial valley fans
8. Large gullies, diversions, and low 35.00 14.00 40.00 17.740 000
0
Flowing streams .
ttl 1 Time of Concentration: 0.009
#1 2 5. Nearly bare and unfilled, and 5
00 4
00 80.00 2.230 009
0
alluvial valley fans . . .
8. Large gullies, diversions, and low 35
00 14
00 40
00 17.740 000
0
Flowing streams . . . .
#1 2 Time of Concentration: 0.009
#1 3 S. Nearly bare and unfilled, and 66.67 10.00 15.00 8.160 0.000
alluvial valley fans
#1 3 Time of Concentration: 0.000
Subwatershed Muskingum Routing Detai/s:
Filename: GVBS-I-1 OO.sc4
VDI 8 -Drainage Design and Locations SAE - 47 -
7~-3~ 9/may/cl
Printed 08-01-2001
8/Q 7
•
1~
u
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