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TERRRMRTRIX ItJC. ID~1-970-879-9048 MRR 29'96 11 42 No.004 P.16 <br />Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />• Company Name: ACZ, INC. _ _. _ <br />Filename: C:\SEDCAD3\20MILE\E_V5 User: jcw <br />pate: 03-29-1996 Times 09:51:54 <br />Pond E: Principal Spillway As-built (using equivalent opening area) <br />Storm: 1.80 Inches, 10 year-24 hour, SCS Type TI <br />Hydrogreph Convolution interval: 0.1 hr <br />-cc.---aacaaaaaaemac ~cac~ccac~vc-oc=ccca <br />ELEVATION-AREA-CAPACITY-DISCHARGE TABLE <br />'. GS- Y M ~~ C <br />J3, 81, Sl <br />Pond E <br />Drainage Area Prom J3, 81, S1, SWS(s)1: 0.0 acres <br />Total Contributing Drainage Area: 33.5 acres <br />swll: Perforated Riser <br />SW~`z: Emergency Spillway <br />Elev Stage Area Capacity Discharge <br /> (Pt) (ac) (ac-ft) (cfs) <br />~~~SiCC -~ C C ..CP CQ 6 =_ _O _O __C C _C _G <br />6836.64 0.00 0.00 0.00 <br />6839.04 2.40 0.51 0.54 <br />6839.38 0.00 0.57 0.71 0.00 Top of Sediment Storage (0 Stage) <br />6839.84 0.46 0.65 0.28 0.00 <br />840.60 1.22 0.76 0.81 0.00 Low Orifice of SW~Y1 <br />840.64 1.26 0.77 0.84 0.11 <br />6841.44 2.06 1.14 1.60 0.60 <br />6841.99 2.61 1.32 2.31 1.18 Peak Stage <br />6842.24 2.86 1.42 2.62 1.44 <br />6847.04 3.66 1.59 3.83 1.63 <br />6843.40 4.02 1.65 4.41 1.70 Stage of SW,dl <br />6843.50 4.12 1.66 4.58 2.82 Stage of SW,~2 <br />6843.84 4.46 1.71 5.15 32.87 <br />6844.08 4.70 1.77 5.57 55.47 <br />6844.18 4.80 1.79 5.75 64.84 <br />6844.28 4.90 1.82 5.97 82.37 <br />6844.38 5.00 1.84 6.11 104.30 <br />6844.46 5.10 1.87 6.30 126.42 <br />6844.64 5.26 1.90 6.60 176.94 <br />6844.98 5.60 1.99 7.26 263.30 <br />6845.44 6.06 2.10 8.20 436.86 <br />6845.48 6.10 2.11 8.29 436.92 <br />6846.00 6.62 2.25 9.42 687.32 <br />************** ******* *******************************i************************** <br />• <br />