PERMFILE67536

• Permit No: C1982056
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: EXHIBIT 08e Pond E Design
• Media Type: D
• Archive: No

TERRRMRTRIX IMC. ID~1-9'0-8'9-9048 MAR 29'96 113' PJO.004 P.11
Civil Software Design -- SEDCAD+ Version 3.1
Copyright (C) 1987-1992. Pamela J. Schxab. All rights reserved.
Company Name: AC2, ZNC.
• Filename: C:\SEDCAD3\20MZLE\E V4 User: jcw
Date: 03-29-1996 Time: 09:38:40
` Pond E: Principal Spillway As-built (minimum detention time)
6torm: 1.80 inches, 10 year-24 hour, SCS Type II
Hydroqraph Convolution Interval: 0.1 hr
o¢s.oavvvsrrrrrrrroaoovammvxxxxxxeooooonovo
ELEVATION-AREA-CAPACITY-DISCHARGE TABLE
cocoon===ccxvsas:xxcvaecaveaassmeeevvvecvvv
J3, B1, SI
Pond E
Drainage Area from J3, 81, Si, SWS(s)i: 0.0 acres
Total Contributing Drainage Area: 33.5 acres
SW/l: Perforated Rieer
SW~2: Emergency Spillway
EleV Stage Area Capacity Discharge
(ft) (ac) (ac-ft) (cfs)
--- ee evvv exvxxvc vvvrvr~~~rrrrrrvrsaxxxxvxxxxxxxxxxxxxavxxxx0vvravvvvvvv~ee
6836.64 0.00 0.00 0.00
6839.04 2.40 0.51 0.54
6839.38 0.00 0.57 0.71 0.00 Top of Sediment Storage (0 Stage)
6839.84 0.46 0.65 0.28 0.00
840.60 1.22 0.76 0.81 0.00 Low Orifice of SW~1
840.64 1.26 0.77 0.84 0.26
6841.44 2.06 1.14 1.60 0.60
6841.98 2.60 1.32 2.30 1.17 Peak Stage
6842.24 2.86 1.42 2.62 1.44
6843.04 3.66 1.59 3.83 1.63
6843.40 4.02 1.65 4.41 1.70 Stage of SW~1
6843.50 4.12 1.66 4.58 2.82 Stage of SWL2
6843.84 4.46 1.71 5.15 32.83
6844.08 4.70 1.77 5.57 55.47
6844.18 4.80 1.79 5.75 64.84
6844.28 4.90 1.82 5.93 82.37
6844.38 5.00 1.84 6.11 104.30
6844.48 5.10 1.87 6.30 126.42
6844.64 5.26 1.90 6.60 176.94
6844.98 5.60 1.99 7.26 263.30
6845.44 6.06 2.10 8.20 436.86
6845.48 6.10 2.11 8.29 436.92
6846.00 6.62 2.25 9.42 687.32
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