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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: ACZ, INC. <br />Filename: J:\891\SEDCAD\LOOPPOND User: K. Kammerzell <br />• Date: 04-17-1998 Time: 16:00:34 <br />Gossard Rail Loop Pond <br />Storm: 2.30 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />ELEVATION-AREA-CAPACITY-DISCHARGE TABLE <br />------------------------------------------- <br />------------------------------------------- <br />J1, B1, S1 <br />Loop Pond <br />Drainage Area from J1, B1, S1, SWS(s)1: 5.7 acres <br />Total Contributing Drainage Area; 5.7 acres <br />SW,¢`1: Trickle Tube <br />SW#2: Emergency Spillway <br />Elev Stage Area Capacity Discharge <br /> <br />- (ft) <br />-- --- (ac) <br />------- (ac-f t) (cfs) <br />6344.15 0.00 0.00 0.00 <br />6344.15 0.00 0.00 0.00 <br />6344.87 0.00 0.04 0.01 0.00 Top of Sediment Storage (0 Stage) <br />6345.15 0.28 0.06 0.01 0.00 <br />6.15 1.28 0.09 0.09 0.00 <br />7.15 2.28 0.12 0.19 0.00 <br />6 48.15 3.28 0.14 0.32 0.00 <br />6349.15 4.28 0.17 0.47 0.00 <br />6350.15 5.28 0.20 0.65 0.00 <br />6351.15 6.28 0.23 0.86 0.00 <br />6351.50 6.63 0.25 0.95 0.00 Stage of SW#1 <br />6352.15 7.28 0.28 1.12 0.80 <br />6352.65 7.78 0.32 1.27 1.13 Peak Stage <br />6353.00 8.13 0.34 1.38 1.36 Stage of SW#2 <br />6353.15 8.28 0.35 1.44 3.14 <br />6353.57 8.70 0.38 1.59 8.12 <br />6353.67 8.80 0.39 1.63 9.31 <br />6353.77 8.90 0.39 1.67 11.80 <br />6353.87 9.00 0.40 1.71 14.89 <br />6353.97 9.10 0.41 1.75 18.13 <br />6354.15 9.28 0.42 1.82 25.69 <br />6354.47 9.60 0.44 1.96 39.69 <br />6354.97 10.10 0.48 2.19 69.60 <br />6355.00 10.13 0.48 2.20 76.57 <br /> <br />• <br />