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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. AlI rights reserved. <br />Company Name: Greystone Development Consultants • <br />Filename: C:\SCAD\DT\MTN\#5AMB1 User: C.W. BEGEJ <br />-- Date: 12-20-1995 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-AREA-CAPACITY-DISCHARGE TABLE <br />------------------------------------------- <br />------------------------------------------- <br />J2, B1, S1 <br />POND MB-1 <br />Drainage Area from J2, B1, S1, SWS(s)1: 1.9 acres <br />Total Contributing Drainage Area: 84.3 acres <br />SW#1: Trickle Tube <br />Sw#2: Emergency Spillway <br />Stage Area Capacity Discharge <br />(ft) (ac) (ac-ft) (cfs) <br />0.00 0.02 0.00 <br />0.00 0.02 0.00 <br />0.00 0.15 0.07 0.00 Top of Sediment Storage (0 Stage <br />0.39 0.23 0.07 0.00 <br />1.39 0.37 0.38 0.00 <br />2.39 0.43 0.78 0.00 <br />3.39 0.48 1.23 0.00 <br />4.39 0.54 1.74 0.00 <br />5.39 0.60 2.31 0.00 <br />6.39 0.67 2.94 0.00 <br />7.39 0.74 3.64 0.00 <br />8.39 0.81 4.42 0.00 <br />9.39 0.89 5.27 0.00 <br />10.39 0.98 6.21 0.00 <br />11.39 1.07 7.23 0.00 <br />12.39 1.16 8.34 0.00 <br />13.39 1.25 9.54 0.00 <br />14.39 1.34 10.84 0.00 <br />15.39 1.44 12.23 0.00 <br />15.89 1.48 12.96 0.00 Stage of SW#1 <br />16.20 1.51 13.42 0.50 <br />16.39 1.53 13.71 0.82 <br />16.82 1.53 14.38 1.95 Peak Stage <br />17.29 1.60 15.12 3.20 Stage of SW#2 <br />17.39 1.61 15.28 7.84 <br />17.80 1.64 15.94 26.56 <br />17.90 1.65 16.11 31.17 <br />18.00 <br />18.10 1.66 <br />1.66 16.27 <br />16.44 39.69 <br />49.82 <br />18.20 1.67 16.60 60.37 <br />18.39 1.69 16.93 84.08 <br />18.70 1.71 17.45 126.47 <br />19.20 1.75 18.32 210.91 <br />