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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\#3MB1 User: C.W. BEGEJ Date: 11-28-1995 Time: 15:56:09 POND MB-1 EXCLUSIVELY USING STORAGE VOLUME OF THE SOUTH CELL Storm: 2.80 inches, 100 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: 0.8 acres Total Contributing Drainage Area: 83.3 acres SW#1: Drop Inlet SW#2: Drop Inlet SW#3: Emergency Spillway Elev Stage Area Capacity Discharge -------- -------- (ft) ------ ------ (ac) ------- ------- (ac-ft) ---------- ---------- (cfs) ----------- ----------- ------------------------------------ -------------------- - -- 6 .50 0.00 0.02 0.00 --------- -- ~ 6' .50 1.00 0.07 0.04 6 .91 0.00 0.08 0.08 0.00 Top of Sediment Storage (0 Stage) 6288.50 0.59 0.11 0.06 0.00 6289.50 1.59 0.13 0.18 0.00 6290.50 2.59 0.16 0.33 0.00 6291.50 3.59 0.19 0.50 0.00 6292.00 4.09 0.20 0.60 0.00 Stage of SW#2 6292.21 4.30 0.21 0.65 0.50 6292.50 4.59 0.22 0.71 1.19 6293.50 5.59 0.25 0.94 2.06 6294.50 6.59 0.29 1.21 2.16 6295.50 7.59 0.33 1.52 2.26 6296.50 8.59 0.37 1.87 2.36 6297.50 9.59 0.41 2.25 2.45 6298.50 10.59 0.45 2.68 2.54 6299.50 11.59 0.50 3.16 2.63 6300.27 12.36 0.50 3.56 2.70 Peak Stage 6300.50 12.59 0.55 3.68 2.71 6301.50 13.59 0.60 4.25 2.80 Stage of SW#1 6302.50 14.59 0.65 4.88 11.38 6303.50 15.59 0.69 5.55 14.99 6304.40 16.49 0.71 6.18 17.51 Stage of SW#3 6304.50 16.59 0.71 6.25 22.17 6304.91 17.00 0.72 6.54 41.17 6305.01 17.10 0.72 6.62 45.81 6. .11 17.20 0.73 6.69 54.39 6 .21 17.30 0.73 6.76 64.58 6305.31 17.40 0.73 6.83 75.19 6305.50 17.59 0.73 6.97 99.00 6305.81 17.90 0.74 7.20 141.34 6306.31 18.40 0.75 7.58 225.68