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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: Peabody Coal Company <br />Filename: E:\SEDCAD3\2W\009AB-25 User: RJG <br />Date: 07-10-1992 Time: 14:25:23 <br />SENECA II-W 009 AS-BUILT (25YR-24HOUR) <br />Storm: 2.10 inches, 25 year-24 hour, SCS Type IZ <br />Hydrograph Convolution Interval: 0.1 hr <br />ELEVATION-AREA-CAPACITY-DISCHARGE TABLE <br />------------------------------------------- <br />------------------------------------------- <br />J1, B1, S1 <br />POND 009 <br />Drainage Area from J1, B1, S1, SWS(s)1: 438.6 acres <br />Total Contributing Drainage Area: 438.6 acres <br /> SW#1: Emergency Spillway <br />Elev Stage Area Capacity Discharge <br /> <br />-------- <br />-------- (ft) <br />------ <br />------ (ac) <br />------- <br />- <br />- (ac-ft) <br />---------- (cfs) <br />----------- <br />------------------------- <br />---- <br />------------ <br /> <br />7073.00 <br />0.00 ---- <br />- <br />0.00 ---------- <br />0.00 ----------- <br />0.00 ------------ <br />--------- ------------ <br />7074.00 1.00 0.02 0.01 0.00 <br />7075.00 2.00 0.08 0.05 0.00 <br />7076.00 <br />7077.00 3.00 <br />4.00 0.16 <br />0.26 0.17 <br />0.38 0.00 <br />0.00 <br />7078.00 5.00 0.37 0.69 0.00 <br />7079.00 6.00 0.48 1.11 0.00 <br />7080.00 7.00 0.59 1.65 0.00 <br />7081.00 8.00 0.71 2.30 0.00 <br />7082.00 9.00 0.83 3.06 0.00 <br />7083.00 10.00 0.90 3.93 0.00 <br />7084.00 11.00 0.99 4.87 0.00 <br />7085.00 12.00 1.06 5.90 0.00 <br />7086.00 13.00 1.15 7.00 0.00 <br />7087.00 14.00 1.22 8.19 0.00 <br />7088.00 15.00 1.29 9.44 0.00 <br />7089.00 16.00 1.37 10.77 0.00 <br />7089.50 16.50 1.41 11.46 0.00 Stage of SW#1 <br />7090.00 17.00 1.45 12.18 12.36 <br />7090.20 17.20 1.46 12.47 17.30 <br />7090.30 17.30 1.47 12.61 22.39 <br />7090.40 17.40 1.47 12.76 27.74 Peak Stage <br />7090.40 17.40 1.48 12.76 27.97 <br />7090.50 17.50 1.48 12.91 34.02 <br />7091.00 18.00 1.52 13.66 75.85 <br />7091.50 18.50 1.56 14.43 124.99 <br />7092.00 19.00 1.60 15.22 189.27 <br />7092.50 19.50 1.64 16.03 269.41 <br />7093.00 20.00 1.68 16.86 363.28 <br />7093.50 20.50 1.72 17.71 471.25 <br /> <br />7094.00 <br />21.00 <br />1.76 <br />18.58 <br />593.73 . <br />************** t***~** ********** *********** ************************* **********~* <br />