PERMFILE62031

• Permit No: C1982056
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: Exhibit 08 TAB 5.3 Pond E Watershed and Sediment Transport Modelling
• Media Type: D
• Archive: No

~opyriyn~ tv iyci 99~. Pamela J. Sch~rab. ~. rig:as reser-:ed.
Company Name: ACZ, INC.
Filename: C:\KCK\TWENTY User: K. Kammerzell
date: 08-29-1994 Time: 10:05:56
Pond E Wahershed and Sediment Transport, Modelling
StorZn: 2.60 inches, 100 year-24 hour, SCS Type II
Hydrograph Convolution Internal: 0.1 hr
ELEVATION-AREA-CAPACITY-DISCHARGE TABLE
J2, B1, S1
Direct Runoff
Drainage Area from J2, B1, S1, SWS(s)1: 11.3 acres
Total Contributing Drainage Area: 32.6 acres
SW#1: Droo Inlet
SW#2: Emergency Spillway
Elev Stage Area Capacity Discharge
(ft) (ac) (ac-f t) (cfs)

6842.00 0.00 0.36 0.00
6842.00 0.00 0.36 0.00
6842.85 0.00 0.49 0.37 0.00 Top of Sediment Storage (0 Stage)
6843.00 0.15 0.51 0.08 0.00 Stage of SW#1
6844.00 1.15 0.69 0.68 0.34
6P -.00 2.15 0.92 1.48 0.41
\1 x.00 3.15 1.18 2.52 0.46 Stage of SW#2
446.25 3.41 1.24 2.84 2.83 Peak Stage
6846.55 3.70 1.32 3.20 5.56
6846.65 3.80 1.34 3.34 6.50
6846.75 3.90 1.37 3.47 8.62
6846.85 4.00 1.39 3.61 11.02
1846.95 4.10 1.41 3.75 13.70
847.00 4.15 1.43 3.83 16.34
847.45 4.60 1.55 4.49 31.50
;847.95 5.10 1.69 5.30 56.61
848.00 5.15 1.70 5.39 62.52
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TAB 5.3, PG 6
EX 8-79 11/1/99
Permit Renewal No. 3 FORMERLY