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TERRRMRTRIX INC. ID~1-970-879-9048 MRR 29'96 11 44 No .004 P.18 <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_V6 User: icw <br />Date: 03-29-1996 Time: 09:45:48 <br />Pond E: Principal Spillway As-built (maximum detention time) <br />Storm: 1.80 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: O.l hr <br />====~e~.-~---...~~___ _~_ <br />POND INPUT/OUTPUT TABLE <br />a~afiRCCLC-O--_sssscccccacc <br />J3, B1, 82 <br />Pond E <br />Drainage Area from J3, B1, S1, SWS(s)1: 0.0 acres <br />Total Contributing Drainage Area: 33.5 acres <br />DISCHARGE OPTIONS: <br />Perf. Emergency <br />Riser Spillway <br />v~CeaCCeCe~e~e-vccc~como~eees~saCCxec~beACieswssvvv~==bve-vs==scc=ccc~o===coca <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 ($) 1.00 ---- <br />anning'a n of Pipe <br />~ 0.014 <br />pillway Elevation 6843.4 ---- <br />Lowest Elevation of Holes 6840.6 ---- <br />!' of Holes/Elevation 2 ---- <br />Entrance Loss Coefficient ---- ---- <br />Tailwater Depth (ft) ---- ---- <br />Notch Angle (degrees) ---- ---- <br />weir width (ft) ---- ---- <br />Siphon Crest Elevation <br />Siphon Tube Diameter (in) •--- ---- <br />Siphon Tube Length (ft) ---- ---- <br />Manninq'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 (Left and Right) -- -- 6 2 <br />Bottom Width (Pt) ---- 55.0 <br />POND RESULTS: <br /> Sediment permanent Dead Sediment <br /> Storage* Pool Space Algorithm <br />• (ac-f t) (ac-Pt) (~) <br /> <br /> 0.71 0.81 20.00 CSTRS <br />