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 IPJC. ID~1-970-879-9048 MRR 29'96 11 48 PJo.004 P.21
Civil Software Design -- SEDCAD+ Veraion 3.1
Copyright (c) 1987-1992. Pamela J. Schwab. All rights reserved.
• Company Name: ACZ, INC.
Filename: C:\SEDCAD3\20MILS\S_V6 User: jcw
Date: 03-29-1996 Time: 09:45:48
Pond E: Principal Spillway As-built (maximum detention time)
storm: 1.80 inches, 10 year-24 hour, SCS Type II
Hydrograph Convolution Interval: 0.1 hr
----~~vc-----S. C'2 i~lQiiiiiiiQiCCCRC~~CGGG---
ELEVATION-AREA-CAPACITY-DISCHARGE TABLE
-.- i QQ GCCC iiR63i~GG
J3, H1, 81
Pond E
Drainage Area from J3, B1, S1, SWS(e)1: 0.0 acres
Total Contributing Drainage Area: 33.5 acres
SW/1: Perforated Riser
SW/2: Emergency Spillway
Elev Stage Area Capacity Discharge
(ft) (ac) (ac-ft) (cfs)
-- eezezzssGG CC---~-----zxzciaa-c.- ~- -Qa~i~oiGC-----~---~---------------
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
6840.64 1.26 0.77 0.84 0.11
6841.44 2.06 1.14 1.60 0.30
6842.18 2.79 1.40 2.54 0.69 Peak Stages
6842.24 2.86 1.42 2.62 0.72
6843.04 3.66 1.59 3.83 0.81
6843.40 4.02 1.65 4.41 0.85 Stage of SW,~1
6843.50 4.12 1.66 4.58 1.41 Stage of SW~`2
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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