PERMFILE46044

• Permit No: C1981022
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Doc Name: POND A1 10-YR 24-HR & 25-YR 24 HR
• Section_Exhibit Name: Exhibit 2.05-E3 Section 10k
• Media Type: D
• Archive: No

SEDCAD 4 for Windows
Copyright 1998 Pamela J. Schwab
Civil Solnvare Design
•
Structure Detai/;
Structure #1 (Pond)
Pond A
Pond Inputs:
Initial Pool Elev: 6,040.50
Initial Pool: 0.07 ac-ft
Drop Inlet
Riser
Riser Height Barrel
Barrel Barr
l Slope
'
Diameter
(~) e
Diameter
Length (ft) (/o) s n Spillway Elev
Manning
(in) (in)
18.00 2.00 18.00 50.00 1.00 0.0240 6,040.50
Pond Results:
Peak Elevation: 6,040.83
Dewater Tme: 0.51 days
• Dewateiing time is calcu/ated from peak stage to lowest spillway
Elevation-Capacity_Discharge Table
C

Elevation Area

(ac) Capacity

(ac-ft) Discharge

(cfs) Dewater
Tme
(hrs)
6,036. 00 0.002 0.000 D.000
6,036. 50 0.004 0.001 0.000
6,037. 00 0.006 0.004 0.000
6,037. 50 0.009 0.007 0.000
6,038. 00 0.012 0.013 0.000
6,038. 50 0.015 0.019 0.000
6,039. 00 0.019 0.028 D.000
6,039. 40 0.023 0.036 0.000
6,039. 50 0.023 0.039 0.000
6,039. 70 0.025 0.044 0.000
6,040. 00 0.026 0.052 0.000
6,040. 40 0.032 0.064 0.000
6,040. 50 0.033 0.067 0.000 Spillway #1
6,040. 70 0.036 0.074 1.309 12.00
6,040. 83 0.037 0.078 2.916 0.15 Peak Stage
6,041. 00 0.039 0.085 5.165
Filename: Io25yr.sc4
Printed OB-22-20 00