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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\NUCLA\POND2 User: C. A. Boudreau <br /> Date: -11-10-1992 Time: 13 :22 : 54 <br /> Nucla Mine Pond 002 25 Year - 24 Hour Design Storm <br /> Storm: 2 . 40 inches, 25 year-24 hour, SCS Type II <br /> Hydrograph Convolution Interval: 0. 1 hr <br /> ------------------------------------------- <br /> ------------------------------------------- <br /> ELEVATION-AREA-CAPACITY-DISCHARGE TABLE <br /> ------------------------------------------- <br /> ------------------------------------------- <br /> J1, B1, S1 <br /> Pond 002 <br /> Drainage Area from J1, B1, S1, SWS (s) 1: 3 . 1 acres <br /> Total Contributing Drainage Area: 3 . 1 acres <br /> SW#1: Perforated Riser <br /> Elev Stage Area Capacity Discharge <br /> (ft) (ac) (ac-ft) (cfs) <br /> 5694.20 0. 00 0. 00 0. 00 0. 00 <br /> 5694 .30 0. 10 0. 00 0. 00 0. 00 Low Orifice of SW#1 <br /> 5994.70 0. 50 0. 01 0. 00_ - 0. 00 <br /> 5.20 1. 00 0.01 0. 01 0. 01 <br /> 5.70 1.50 0.02 0.02 0. 01 <br /> 5696.20 2 . 00 0. 04 0. 03 0. 01 <br /> 5696.70 2 .50 0.05 0.05 0.01 <br /> 5697.20 3 . 00 0.06 0. 08 0.01 <br /> 5697.70 3.50 0.07 0. 11 0. 01 <br /> 5698.20 4. 00 0.08 0. 15 0. 01 <br /> 5698.49 4 .29 0. 08 0. 18 0. 01 Peak Stage <br /> 5698.70 4 .50 0. 09 0. 19 0. 01 <br /> 5699.20 5. 00 0. 10 0.24 0.01 <br /> 5699.70 5.50 0. 11 0.30 0.02 <br /> 5700.20 6. 00 0. 13 0.35 0. 02 <br /> 5700.70 6.50 0. 13 0.42 0. 02 <br /> 5701.20 7. 00 0. 14 0.49 0. 02 <br /> 5701.70 7. 50 0. 15 0.56 0. 02 <br /> 5702 .20 8 . 00 0. 16 0. 64 0. 02 Stage of SW#1 <br /> 5702 .70 8 .50 0. 17 0. 72 2 . 67 <br /> 5703 .20 9. 00 0. 18 0.81 3 .78 <br /> 5703 .30 9 . 10 0. 18 0.82 3 .97 <br /> ******************************************************************************* <br />