PERMFILE43373

• Permit No: C1980007A
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: Exhibit 66 Pond MB-5 Pond Design, Culverts, Ditches & SEDCAD Runs
• Media Type: D
• Archive: Yes

Civil Software Design -- SEDCAD+ Version 3.1
Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved.
Company Name:
Filename: C:\SCAD\DT\W
Date:
Storm: 1.90 inches, 10
Hydrograph
Greystone Development Consultants
ELK\MB-SA User: C.W. BEGEJ
10-07-1993 Time: 09:37:44
POND MB-5
year-24 hour, SCS Type II
Convolution Interval: 0.1 hr
-----------------------------------------
-----------------------------------------
ELEVATION-AREA-CAPACITY-DISCHARGE TABLE
------------------------------------------
-----------------------------------------
J2, B1, S1
POND MB-5
Drainage Area from J2, B1, S1, SWS(s)1: 0.3 acres
Total Contributing Drainage Area: 15.8 acres
SW#1: Trickle Tube
SW#2: Emergency Spillway
Elev Stage Area Capacity Discharge
(ft) (ac)
- (ac-ft) (cfs)
-
-
------
6039.00 -------
0.00 -----
0.02 ----------
0.00 ------------ ----------
-
----
6039.50 0.50 0.05 0.02
6.53 0.00 0.05 0.02 0.00 Top of Sediment Storage (0 Stage)
E J.00 0.47 0.08 0.03 0.00
6~~0.50 0.97 0.09 0.07 0.00
6041.00 1.47 0.11 0.12 0.00
6041.50 1.97 0.12 0.18 0.00
6042.00 2.47 0.13 0.24 0.00
6042.50 2.97 0.14 0.31 0.00
6043.00 3.47 0.15 0.38 0.00 Stage of SW#1
6043.50 3.97 0.16 0.46 0.62
6043.99 4.46 0.16 0.54 :- 1.17 Peak Stage
6044.00 4.47 0.17 0.54 1..19 ~-
6044.50 4.97 0.18 0.63 1.69
5045.00 5.47 0.20 0.73 2.07
0045.50 5.97- 0.21 0.83 2.25
6046.00 6.47 0.23 0.94 2.43
6046.40 6.87 0.25 1.04 2.57 Stage of SW#2
6046.50 6.97 0.25 1.06 4.79
6046.93 7.40 0.27 1.17 14.27
6047.00 7.47 0.27 1.19 15.85
6047.03 7.50 0.27 1.20 15.86
6047.13 7.60 0.28 1.23 20.13
6047.23 7.70 0.28 1.26 25.29
6047.33 7.80 0.28 1.28 30.75
6047.50 7.97 0.29 1.33 43.31
6047.83 8.30 0.30 1.43 66.70
6~"Q.00 8.47 0.31 1.48 84.85