PERMFILE51937

• Permit No: C1981012
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: Exhibit 19 Misc Drainage Supplement Part 1
• Media Type: D
• Archive: No

Civil Software Design -- SEDCAD+ Version 3.1
Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved.
Company Name:
Filename: C:\SEDCAD3\\I
Date:
CONTAINMENT AREA
Storm: 2.90 inches, 10
Hydrograph
Greystone Development Consultants
BATA\CNTNMNT2 User: C A BOUDREAU
06-11-1992 Time: 10:58:57
2 10-YR 24-HR, 25-YR 24 HR EVENT
year-24 hour, SCS Type II
Convolution Interval: 0.1 hr
SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE
---------------------------------------------
---------------------------------------------
-Hydrology-
•
Base- Runoff Peak
JBS SWS Area CN UHS Tc K X Flow Volume Discharge

----- (ac)
------- (hrs)
- ------------- (hrs)
-- (cfs)
-- (ac-ft) (cfs)
---
-
-
----
111 ---------
1 --
2.90* 80 M 0.046 0.000 0.000 0.0 0.28 --
-
3.67
Type: Null Label:
111 Structure 2.90 0.28
111 Total IN/OUT 2.90 0.28 3.67
SUBWATER:;HED/STRUCTURE ZNPUT/OUTPUT TABLE
-Sedimentology-

SED: Sediment
SCp: Peak Sediment Concentration
SSp: Peak Settleable Concentration
24VW: Volume Weighted Average Settleable Concentration - Peak 24 hours
24AA: Arithmetic Aver<<ge Settleable Concentration - Peak 24 hours
PS
JBS SWS K L S CP Tt # SED SCp SSp 24VW 24AA
(ft) (%j (hrsj (tons) (mg/1) (ml/1) (ml/1j (ml/1)
M 111 1 0.24 350.0
111 Structure
----------------
111 Total IN/OUT
4,.3 0.180 0.000 1 3.5
Type: Null Label:
3.5
--------------------------
3.5
--------------------------
17472 13.90 7.22 1.71
--------------------------
--------------------------