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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: TRAPPER MINING <br />Filename: C:\SEDCAD3\RGD\FLUM1020 User: Karl Koehler/Ray DuBois <br />Date: 02-17-1999 Time: 13:41:04 <br />MID FLUME N0.3 AS-BUILT; 10-24 EVENT; YR. 2000 DISTURBANCE; POND Q 60% <br />Storm: 1.40 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />------------------------------------- <br />ELEVATION-AREA-CAPACITY-DISCHARGE TABLE <br />J5, B1, S1 <br />Middle Flume #3 Pond <br />Drainage Area from J5, Bl, S1, SWS(s)1: 0.0 acres <br />Total Contributing Drainage Area: 554.3 acres <br />SW#1: Emergency Spillway <br />Elev Stage Area Capacity Discharge <br /> <br />-------- (ft) <br />------ (ac) <br />------- (ac-ft) <br />----------- (cfs) <br />------------ <br />----------------------------------- <br />------- <br />6868.00 ------- <br />0.00 ------- <br />0.00 ----------- <br />0.00 ------------ ------------------------ <br />6878.50 10.50 0.87 4.89 <br />6878.63 0.00 0.88 5.00 0.00 Top of Sediment Storage (0 Stage) <br />6879.00 0.37 0.91 0.33 0.00 <br />79.50 0.87 0.94 0.79 0.00 <br />80.00 1.37 0.98 1.27 0.00 <br />880.50 1.87 1.01 1.77 0.00 <br />6881.00 2.37 1.04 2.28 0.00 <br />6881.50 2.87 1.07 2.80 0.00 <br />6882.00 3.37 1.10 3.35 0.00 Stage of SW#1 <br />6882.50 3.87 1.13 3.91 6.35 <br />6882.63 4.00 1.14 4.06 8.03 <br />6882.73 4.10 1.15 4.17 9.30 <br />6882.82 4.19 1.15 4.27 11.92 Peak Stage <br />6882.83 4.20 1.15 4.29 12.32 <br />6882.93 4.30 1.16 4.40 15.48 <br />6883.00 4.37 1.17 4.48 18.92 <br />6883.43 4.80 1.19 4.99 38.83 <br />6883.50 4.87 1.20 5.07 44.75 <br />6883.93 5.30 1.22 5.60 69.50 <br />6884.00 5.37 1.23 5.68 76.47 <br />6884.43 5.80 1.26 6.22 107.93 <br />6884.50 5.87 1.26 6.30 116.62 <br />6884.93 6.30 1.29 6.85 157.44 <br />6885.00 6.37 1.29 6.94 168.61 <br />6885.43 6.80 1.32 7.51 218.36 <br />6885.50 6.87 1.33 7.60 231.85 <br />6885.93 7.30 1.36 8.18 291.98 <br />6886.00 7.37 1.36 8.27 308.18 <br />6886.43 7.80 1.40 8.87 373.46 <br />6886.50 7.87 1.41 8.96 390.85 <br />86.93 8.30 1.45 9.58 467.18 <br />87.00 8.37 1.46 9.68 487.45 <br />6687.50 8.87 1.51 10.42 596.00 <br />6887.93 9.30 1.55 11.08 691.71 <br />