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Civil Software Design -- SEDCAD+ Version 3.1 Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. • Company Name: TRAPPER MINING Filename: C:\SEDCAD3\RGD\FLUM2520 User: Karl Koehler/Ray DuBois Date: 02-17-1999 Time: 13:50:26 MID FLUME N0.3 AS-BUILT; 25-24 EVENT; YR. ~ DISTURBANCE; POND O 60% Storm: 1.80 inches, 25 year-24 hour, SCS Typ Hydrograph Convolution-Interval: -0.1-hr- I ~~~ M ELEVATION-AREA-CAPACITY-DISCHARGE TABLE W ___________________________________________ ~,dt~~b J5, Bl, S1 Middle Flume #3 Pond Drainage Area from J5, Bl, S1, SWS(s)1: 0.0 acres Total Contributing Drainage Area: 554.3 acres SW#1: Emergency Spillway Elev Stage Area Capacity Discharge (ft) (ac) (ac-ft) (cfs) --------------------------------------------------------------------- 6868.00 0.00 0.00 0.00 6878.50 10.50 0.87 4.89 6878.63 0.00 0.88 5.00 0.00 Top of Sediment Storage (0 Stage) 6879.00 0.37 0.91 0.33 0.00 79.50 0.87 0.94 0.79 0.00 80.00 1.37 0.98 1.27 0.00 880.50 1.87 1.01 1.77 0.00 6881.00 2.37 1.04 2.28 0.00 6881.50 2.87 1.07 2.80 0.00 6883.39 6882.00 3.37 1.10 3.35 0.00 Stage of SW#1 ~$~ 2.o n 6882.50 3.87 1.13 3.91 6.35 6882.63 4.00 1.14 4.06 8.03 ~.3 S 6882.73 4.10 1.15 4.17 9.30 6882.83 4.20 1.15 4.29 12.32 6882.93 4.30 1.16 4.40 15.48 6883.00 4.37 1.17 4.48 18.92 6883.39 4.76 1.19 4.94 36.89 Peak Stage 6883.43 4.80 1.19 4.99 38.83 6883.50 4.87 1.20 5.07 44.75 6883.93 5.30 1.22 5.60 69.50 6884.00 5.37 1.23 5.68 76.47 6884.43 5.80 1.26 6.22 107.93 6884.50 5.87 1.26 6.30 116.62 6884.93 6.30 1.29 6.85 157.44 6885.00 6.37 1.29 6.94 168.61 6885.43 6.80 1.32 7.51 218.36 6885.50 6.87 1.33 7.60 231.85 6885.93 7.30 1.36 8.18 291.98 6886.00 7.37 1.36 8.27 308.18 6886.43 7.80 1.40 8.87 373.46 6886.50 7.87 1.41 8.96 390.85 86.93 8.30 1.45 9.58 467.18 87.00 8.37 1.46 9.68 487.45 6887.50 8.87 1.51 10.42 596.00 /~ 6887.93 9.30 1.55 11.08(1/J /~ 691.701 ~_, y / o~ S vo _ /~ dga-T