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 Desiqn -- SEDCAD+ Veralion 3.1
Copyright (C) 1987-1992. Pamela J. Schwab. A1]. rights reserved.
Company Name: GREYSTONE DEVEIAPMENT CODfSULTANTS
Filename: C:\SEDCAD3\CR7\PND2A9 User: bqw •
Date: 01-30-1996 Time: 08:21:4:7
Pond 2, As-Built, De-water to 94.7, Bottom at 93.5
Storm: 2.10 inches, to year-24 hour, SCS Type I7:
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)

93.74
0.0
0.0 ---
---
-----
0.0 ---------------------
0.0
94.00 0.0 0.0 0.0 0.0
94.50 0.0 0.0 0.0 0.0
94.70 0.0 0.0 0.0 0.
95.00 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 16.4 23.7
98.54 7.5 0.0 17.6 25.1
98.64 7.8 0.0 20.9 28.7
98.74 8.2 0.0 27.4 35.6
98.84 8.6 0.0 35.6 44.1
98.94 9.0 0.0 44.0 53.0
99.00 9.2 0.0 53.4 62.6
99.44 10.3 0.0 99.8 110.2
99.50 10.5 0.0 113.4 123.8
99.94 11.4 0.0 175.7 187.0
100.00 11.5 0.0 193.2 204.7
f**tF***#ttt}********~k ~k tk*~k ****tk*ak#** ak*******#~*****ak *tk ak*#*t4 k**tF *tk ak*aF*tk**#******~k***
•
7_54 8 May 1996