PERMFILE65428

• Permit No: C1981023
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: EXHIBIT 7 SEDIMENT PART 2
• Media Type: D
• Archive: No

Civil Software Design -- SEDCAD+ Version 3.1
• Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved.
Company Name: GREYSTONE DEVELOPMENT CONSULTANTS
Filename: C:\SEDCAD3\CR7\PND2A9 User: bgw
Date: 01-30-1996 Time: 08:24:22
Pond 2, As-Built, De-water to 94,7, Bottom at 93.5
Storm: 2.50 inches, 25 year-24 hour, SCS Type II
Hydrograph Convolution Interval: 0.1 hr
ELEVATION-DISCHARGE TABLE
J3, B1, S1
Pond 002
Drainage Area from J3, B1, S1, SWS(s)1: 0.5 acres
Total Contributing Drainage Area: 30.5 acres
Trickle Fixed Emergency Total
Tube Siphon Spillway Discharge
Elevation (cfs) (cfs) (cfs) (cfs)

93.73 0.0 0.0 0.0 0.0
94.00 0.0 0.0 0.0 0.0
4.50 0.0 0.0 0.0 0.0
4.70 0.0 0.0 0.0 0.0
95.00 0.0 0.0 0.0 0.0
95.50 0.0 0.0 0.0 0.0
96.00 0.0 0.0 0.0 0.0
96.50 0.0 0.0 0.0 0.0
96.60 0.0 0.0 0.0 0.0
97.00 0.8 0.0 0.0 0.8
97.50 2.5 0.0 0.0 2.6
98.00 4.9 0.0 0.0 4.9
98.50 7.3 0.0 16.6 24.0
98.53 7.4 0.0 17.6 25.0
98.63 7.8 0.0 20.9 28.7
98.73 8.2 0.0 27.4 35.6
98.83 8.6 0.0 35.6 44.1
98.93 8.9 0.0 44.0 52.9
99.00 9.2 0.0 53.4 62.6
99.43 10.3 0.0 99.8 110.1
99.50 10.5 0.0 113.4 123.8
99.93 11.4 0.0 175.7 187.0
100.00 11.5 0.0 193.2 204.7
*****+***************** ******,t*,r* **,t,t******,r***********************~******#****
•
^/_G'7 8 May 1996