PERMFILE51723

• Permit No: C1981018
• IBM Index Class Name: Permit File
• Doc Date: 5/13/2002
• Doc Name: SEDCAD cont.
• Section_Exhibit Name: Illustration 44 PART 5
• Media Type: D
• Archive: No

SEDCAD 4 for Windows
Copyright 7998 Pamela J. Schwab
Civil Software Design
u
Subwatershed Hydro%gy Detai/;

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

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

(cfs) Runoff
Volume

(ac-ft)
#1 1 2.440 0.100 0.000 0.000 61.000 TRSS 0.00 0.003
2 0.500 0.024 0.000 0.000 61.000 TR66 0.00 0.001
3 0.520 0.022 0.000 0.000 61.000 TR66 0.00 0.001
4 0.830 0.035 0.000 0.000 61.000 TR66 0.00 0.001
4.290 0.00 0.005
Subwatershed Sedimento%gy Detai/;
•
Peak Peak
Stru SWS Sediment Sedimen t Settleable 24VW
Soll K L ft
O S %
( ) C p ~ # Conc Conc
# # (tons) . (ml/I)
(mg/I) (ml/I)
#1 1 0.240 290.00 4.00 0.0090 1.0000 1 0.0 1 0.00 0.00
2 0.240 140.00 5.50 0.0100 I.DOOD 1 0.0 1 0.00 0.00
3 0.240 230.00 9.00 0.0080 1.0000 1 0.0 1 0.00 0.00
4 0.240 130.00 10.00 0.0090 1.0000 1 0.0 1 0.00 0.00
0.0 1 0.00 0.00
Subwatershed Time of Concentration Detai/s;
•
Stru SWS Land Flow Condition Slope (%) Vert. Dist. Horiz. Dist. Velocity T1me (hrs)
# # (ft) (ft) (fps)
#1 1 3. Short grass pasture 2.59 12.00 464.00 1.280 0.100
#1 1 Time of Concentration: 0.100
#1 2 7. Paved area and small upland 2 76 8.00 290.00 3.340 0.024
gullies
Jil 2 Time of Concentration: 0.024
#1 3 7. Paved area and small upland 5.71 22.00 385.00 4.810 0.022
gullies
#1 3 Time of Concentration: 0.022
#1 4 7. Paved area and small upland 4,03 21.00 521.00 4.040 0.035
gullies
#1 4 Time of Concentration: 0.035
Filename: SW of RR Loop #2.sc4
Printed 04-03-2001