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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />• Company Name: Greystone Development Consultants <br />Filename: C:\SCAD\DT\KN\PONDISED User: CWB <br />Date: 11-28-1994 Time: 15:34:53 <br />CANADIAN STRIP, POND 001 <br />Storm: 1.60 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />ELEVATION-AREA-CAPACITY-DISCHARGE TABLE <br />J2, B1, S1 <br />POND 001 <br />Drainage Area from J2, B1, S1, SWS(s)1: 2.3 acres <br />Total Contributing Drainage Area: 100.3 acres <br /> SW#1: Drop Inlet <br /> SW#2: Emergency Spillway <br />Elev Stage Area Capacity Discharge <br /> <br />---- (ft) <br />------- (ac) <br />------- (ac-ft) <br />---------- (cfs) <br />--- <br />- <br /> <br />8194.00 <br />0.00 <br />0.06 <br />0.00 ------- <br />-- ----------------------------------- <br />8196.00 2.00 0.66 0.64 <br />6.23 0.00 0.74 0.81 0.00 Top of Sediment Storage (0 Stage) <br />.00 0.77 1.01 0.67 0.00 <br />8198.00 1.77 1.43 1.88 0.00 <br />8199.00 2.77 1.82 3.50 0.00 Stage of SW#1 <br />8199.82 3.59 1.85 5.17 6.98 Peak Stage <br />8200.00 3.77 2.26 5.54 8.51 Stage of SW#2 <br />8200.53 4.30 2.41 6.79 24.07 <br />8200.63 4.40 2.44 7.03 26.98 <br />8200.73 4.50 2.47 7.27 32.04 <br />8200.83 4.60 2.50 7.52 38.90 <br />8200.93 4.70 2.52 7.77 45.69 <br />8201.00 4.77 2.54 7.94 53.b9 <br />8201.43 5.20 2.67 9.07 90.57 <br />8201.93 5.70 2.82 10.45 151.43 <br />8202.00 5.77 2.84 10.63 165.42 <br />~************* ~****,~~ ********** ******************f********************,rf******* <br /> <br />