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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 />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 /> <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 />5 94.70 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 />• <br />