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Civil Software Design -- SEDCAD+ Version 3.1 Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. Company Name: Greystone Development Consultants Filename: C:\SCAD\DT\MTN\#SAMB1 User: C.W. BEGEJ -- Date: 12-20-1995 Time: 21:55:09 POND MB-1 ASSUMING A HWL OF 6303.0 TO ACHIEVE 13.1 ACFT OF STORAGE Storm: 2.30 inches, 25 year-24 hour, SCS Type II Hydrograph Convolution Interval: 0.1 hr ELEVATION-AREA-CAPACITY-DISCHARGE TABLE ------------------------------------------- ------------------------------------------ J2, B1, S1 POND MB-1 Drainage Area from J2, B1, S1, SWS(s)1: 1.9 acres Total Contributing Drainage Area: 84.3 acres SW#1: Trickle Tube SW#2: Emergency Spillway Elev Stage Area Capacity Discharge -- --- (ft) ------ (ac) ------- (ac-f t) ------- --- (cfs) --- - - - 6286.50 0,00 0.02 - 0.00 - -- ----- ----------------------------------- 6 .50 0,00 0.02 0.00 6 .18 0.00 0.17 0.07 0.00 Top of Sediment Storage (0 Stage) 62 .50 0.32 0.23 0.06 0.00 6288.50 1.32 0.37 0.36 0.00 6289.50 2.32 0.43 0.76 0.00 6290.50 3.32 0.48 1.22 0.00 6291.50 4.32 0.54 1.73 0.00 6292.50 5.32 0.60 2.30 0.00 6293.50 6.32 0.67 _ 2.93 0.00 6294.50 7.32 0.74 3.63 0.00 6295.50 8.32 0.81 4.41 0.00 6296.50 9.32 0.89 5.26 0,00 6297.50 10.32 0.98 6.19 0.00 6298.50 11.32 1.07 7.22 0.00 6299.50 12.32 1.16 8.33 0,00 6300.50 13.32 1.25 9.53 0.00 6301.50 14.32 1.34 10.83 0,00 6302.50 15.32 1.44 12.22 0.00 6303.00 15.82 1.48 12.95 0.00 Stage of SW#1 6303.31 16.12 1.51 13.41 0.50 6303.50 16.32 1.53 13.70 0,82 6304.33 17.15 1.53 15.01 3.02 Peak Stage 6304.40 17.22 1.60 15.11 3.20 Stage of SW#2 6304.50 17.32 1.61 15.27 7.36 6304.98 17.80 1.65 16.05 27.18 6305.08 17.90 1.65 16.22 31.30 6 .18 18.00 1.66 16.38 39.82 6 .28 18.10 1.67 16.55 49.96 6305.38 18.20 1.68 16.72 60.51 6305.50 18.32 1.69 16.92 84.08 6305.88 18.70 1.72 17.57 126.57 6306.38 19.20 1.76 18.44 211.01