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Civil Software Design <br />• Copyright (C) 1987-1992. Pamela <br />Company Name: Greystone <br />Filename: C:\SCAD\DT\MTN\#5AMB1 <br />~- Date: 12-20-199 <br />-- SEDCAD+ Version 3.1 <br />J. Schwab. All rights reserved. <br />Development Consultants <br />User: C.W. BEGEJ <br />5 Time: 21:51:29 <br />POND MB-1 ASSUMING A HWL OF 6303.0 TO ACHIEVE 13.1 ACFT OF STORAGE <br />Storm: 1.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />----------------------------- <br />----------------------------- <br />ELEVATION-DISCHARGE TABLE <br />J2, B1, S1 <br />POND MB-1 <br />Drainage Area from J2, B1, S1, SWS(sjl: 1.9 acres <br />Total Contributing Drainage Area: 84.3 acres <br /> Trickle Emergency Total <br /> Tube Spillway Discharge <br />Elevation <br />----------- <br />------ (cfs) <br />----------- <br />----------- (cfs) <br />--------------------------- <br />----------------------- <br />-- (cfs) <br />----------------------------- <br />-- <br />- <br />----------------- <br />----- <br />6287.11 <br />0.0 -- <br />0.0 - <br />- <br />------- <br />0.0 <br />6287.50 0.0 0.0 0.0 <br />50 0.0 0.0 0.0 <br />.50 0.0 0.0 0.0 <br />6290.50 0.0 0.0 0.0 <br />6291.50 0.0 0.0 0.0 <br />6292.50 0.0 0.0 0.0 <br />6293.50 0.0 0.0 0.0 <br />6294.50 0.0 0.0 0.0 <br />6295.50 0.0 0.0 0.0 <br />6296.50 0.0 0.0 0.0 <br />6297.50 0.0 0.0 0.0 <br />6298.50 0.0 0.0 0.0 <br />6299.50 0.0 0.0 0.0 <br />6300.50 0.0 0.0 0.0 <br />6301.50 0.0 0.0 0.0 <br />6302.50 0.0 0.0 0.0 <br />6303.00 0.0 0.0 0.0 <br />6303.31 0.5 0.0 0.5 <br />6303.50 0.8 0.0 0.8 <br />6304.40 3.2 0.0 3.2 <br />6304.50 3.4 4.4 7.8 <br />6304.91 4.1 22.4 26.6 <br />6305.01 4.3 26.8 31.2 <br />6305.11 4.5 35.2 39.7 <br />6305.21 4.7 45.1 49.8 <br />6305.31 4.9 55.5 60.4 <br />6 5.50 5.2 78.9 84.1 <br />81 5.6 120.9 126.5 <br />6 6.31 6.2 204.7 210.9 <br />6306.50 6.5 242.8 249.3 <br />6306.81 6.8 305.0 311.8 <br />6307.31 7.4 421.4 428.8 <br />6307.50 7.6 472.4 479.9 <br />