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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\STREETER User: K. Kammerzell <br />Date: 10-14-1998 Time: 10:59:50 <br />Streeter Pond (4/97 Post-Mining Topography} <br />Storm: 1.80 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 />J4, B1, S1 <br />Streeter Pond <br />Drainage Area from J4, B1, S1, SWS(s)1-2: 32.3 acres <br />Total Contributing Drainage Area: 1207.8 acres <br />SW#1: Perforated Riser <br />SW#2: Emergency Spillway <br />Elev Stage Area Capacity Discharge <br /> <br />- - -- {ft) <br />--- <br />-- (ac) <br />----- <br />- (ac-ft) <br />----------- (cfs) <br />------- ---- <br />- <br />6579.00 - <br />0.00 - <br />0.14 0.00 <br />6581.00 2.00 0.55 0.75 <br />6581.17 0.00 0.58 0.84 0.00 Top of Sediment Storage (0 Stage) <br />00 0.83 0.74 0.55 0.00 <br />6 .90 1.73 1.09 1.36 0.00 Low Orifice of SW#1 <br />6582.96 1.79 1.11 1.43 0.15 <br />6583.00 1.83 1.12 1.47 0.27 <br />6584.00 2.83 1.50 2.78 0.88 <br />6585.00 3.83 1.69 4.37 1.22 Stage of SW#1 <br />6586.00 4.83 1.85 6.14 3.78 <br />6587.00 5.83 2.16 8.14 5.35 <br />6587.92 6.76 2.19 10.16 6.46 Peak Stage <br />6588.00 6.83 2.21 10.33 6.55 Stage of SW#2 <br />6588.67 7.50 2.30 11.83 24.37 <br />6588.77 7.60 2.31 12.06 27.04 <br />6588.87 7.70 2.32 12.29 33.32 <br />6588.96 7.80 2.34 12.52 39.78 <br />6589.00 7.83 2.34 12.60 46.67 <br />6589.46 8.30 2.40 13.71 85.34 <br />6589.96 8.80 2.47 14.92 141.45 <br />6590.00 8.83 2.47 15.01 153.73 <br />6590.46 9.30 2.53 16.17 207.93 <br />6590.96 9.80 2.60 17.46 289.31 <br />6591.00 9.83 2.60 17.55 307.12 <br /> <br />u <br />