2003-06-30_PERMIT FILE - C1981010A ‎(3)‎

• Permit No: C1981010A
• IBM Index Class Name: Permit File
• Doc Date: 6/30/2003
• Doc Name: East Pyeatt Hydrologic Model
• Section_Exhibit Name: Appendix Q Section VIII
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
Copyright 1998 Pamela J. Schwab
Civil Software Design
• Subwatershed Hydro%gy Detai/:
13

SW
#
SWS
#
SWS Area
(ac) Time of
Cons

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

(Rs) Runoff ~'
Volume

(ac-R)
#1 1 169.000 0.377 0,000 0.000 63.000 M 0.16 0.117
2 91.600 0.443 0.000 0.000 67.000 M ~ 0.25 _ 0.246
250.600 __
0.34 0.363
#2 1 332.600 0.498 0.000 0.000 80.000 F 41.44 6.603
2 393.800 0.519 0.000 0.000 83.000 F 72.86 10.593
987.000 113.81 17.559
#4

#5 1

1 153.100
1,140.100
30.400
1,170.500 0.295

0.206 0.000

0.000 0.000

0.000 71.000

47.000 F I

S
I 2.35
114.21
0.00
108.15 0.929
18.489
0.000
18.489
#6 1 28.600 0.190 0.000 0.000 47.000 5 I 0.00 0.000
1,199.100 _
90.02 18.489
Subwatershed Sedimento%gy Detai/;

SW
#
SWS
#

Soil K

L (R)

S (%)

C

P

PS #
Sediment
(tons) Peak
Sediment
Conc.
(mg/I) Peak
Settleable
Cnnc
(ml/I}
24VW
(ml/1)
#1 1 0.250 1,600.00 16.30 0.0800 0.8200 1 2.4 21,352 9.12 7.99

2 2

1 0.250
------

0.200 1,200.00
-

1,520.00 14.20

13.20 0.1600

0.5600 0.6400

0.8000 1

1 5.2
I --
7.6
~ 2,080.0 21,542
---
21,542
392,988 8.77

8.90
116.30 7.81

7.87
64.92
2 0.190 1,400.00 12.90 0.6600 0.8400 1 4,037.0 453,688 145.39 83.09
6,124.5 431,177 134.63 75.02
#4 1 0.243 1,280.00 9.80 0.2400 0.7500 1 30.4 38,693 8.70 5.70
6,154.7 1,331,183 415.05 71.74
#5 1 0.250 880.00 17.00 0.0100 1.0000 1 0.0 1 0.00 0.00
3,982.1 297,674 15.43 8.07
#6 1 0.250 1,200.00 12.10 0.0100 1.0000 1 0.0 2 0.00 0.00
3,288.3 207,713 0.00 0.00
Filename: EPYEATl.sc4
Printed 05-22-2003