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TERRRMRTRIH IPJC. ID~1-970-879-908 MRR 29'96 1139 No.004 P.13 <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 />Date: 03-29-1996 Time: 09:51:54 <br />Pond E: Principal Spillway As-built (using equivalent opening area) <br />Storm: 1.80 inches, 10 year-24 hour, SC8 Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />POND INPUT/OUTPUT TABLE <br />P~~I~.~~~~~soiC~C~ C~~OCSt---- <br />J3, Bl, S1 <br />Pond E <br />Drainage Area from J3, B1, 81, 3W9(s)1: 0.0 acres <br />Total Contributing Drainage Area: 33.5 acres <br />DISCHARGE OPTIONS: <br />Perf. Emergency <br />Riser Spillway <br />Riser Diameter (in) 24.0 ---- <br />Riser Height (ft) 6.86 ---- <br />Barrel Diameter (in) 18.0 ---- <br />Barrel Length (ft) 73.00 ---- <br />Barrel Slope (8) 1.00 ---- <br />•anning's n of Pipe 0.014 ---- <br />Spillway Elevation 6843.4 ---- <br />Lowest Elevation Of Hole6 6840.6 ---- <br />/ of Holes/Elevation 4 ---- <br />Entrance Loss Coefficient ---- ---- <br />Tailwater Depth (Pt) ---- ---- <br />Notch Angle (degrees) ---- ---- <br />Weir Width (Pt) ---- ---- <br />Siphon Crest Elevation <br />Siphon Tube Diameter (in) ---- ---- <br />Siphon Tube Length (ft) ---- ---- <br />Manning~s n of Siphon ---- ---- <br />Siphon Inlet Elevation ---- ---- <br />Siphon Outlet Elevation ---- ---- <br />Emergency Spillway Elevation ---- 6843.5 <br />Crest Length (ft) ---- 17.0 <br />Z:1 (Lett and Right) -- -- 6 2 <br />Bottom Width (ft) ---- 55.0 <br />POND RESVLTS: <br />Sediment <br />• Storage+ <br />(ac-ft) <br />0.71 <br />Permanent <br />Pool <br />(ac-!t) <br />~a~iiii6 - <br />0.81 <br />Dead Sediment <br />Space Algorithm <br />(~) <br />Ci~siC~6C~ <br />20.00 CSTRS <br />