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Civil Software Deaiga -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Nama: PEABODY WESTERN COAL C010?ANY <br />• Filename: C:~SEDCAD3 ~YOABT~R3Al1-0 Uaer: NOA <br />Date: OS-03-1997 Time: 13:56:32 <br />REVISED POND 11 (l0yr.-24hr. Pracip. Event 1.7 inch) <br />Storms 1.70 inches, 10 year-24 hour, SCS Type II <br />8ydrograph Convolution Iatarval: 0.1 hr <br />ELEVATION-AREA-CAPACITY-DISCHAROS TAELE <br />J1, B1, S1 <br />POND 011 <br />Drainage Ares from J1, B1, 81, SWS(s)1-2: 141.3 acres <br />Total Contributing Drainage Area: 141.3 acres <br />SW#1: Trickle Tuba <br />SW#2: Emergency Spillwap <br />Slev Stage Area Capacity Discharge <br />(ft) (ac) (ac-ft) (cfa) <br />7000.00 0.00 0.18 0.00 <br />7003.50 3.50 0.30 0.83 <br />7003.63 0.00 0.30 0.87 <br />7 <br />0 0.37 0.32 0.12 <br />~ <br />7 0 0.87 0.34 0.28 <br />70 00 1.37 0.36 0.46 <br />7005.50 1.87 0.38 0.66 <br />7006.00 2.37 0.60 0.84 <br />7006.50 2.87 0.42 1.06 <br />7007.00 3.37 0.44 1.26 <br />7007.50 3.87 0.66 1.48 <br />7008.00 4.37 0.69 1.72 <br />7008.50 4.87 0.51 1.97 <br />7008.51 6.88 0.51 1.97 <br />7009.00 5.37 0.53 2.23 <br />7009.50 5.87 0.56 2.50 <br />7010.00 6.37 0.58 2.78 <br />7010.50 6.87 0.60 3.08 <br />7010.75 7.12 0.62 3.23 <br />7011.00 7.37 0.63 3.39 <br />7011.50 7.87 0.66 3.71 <br />7012.00 8.37 0.68 4.06 <br />7012.13 8.50 0.69 4.13 <br />7012.23 8.60 0.69 4.20 <br />7012.33 8.70 0.70 6.27 <br />7012.43 8.80 0.70 4.34 <br />7012.50 8.87 0.71 6.39 <br />7012.93 9.30 0.73 4.70 <br />7013.00 9.37 0.74 6.75 <br />7 3 9.80 0.76 5.07 <br />70 ~0 9.87 0.76 5.13 <br />7013.93 10.30 0.79 5.66 <br />7016.00 10.37 0.79 5.52 <br />7016.43 10.80 0.82 5.86 <br />0.00 Top of Sediment 9toraga (0 Stage) <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 Stage of SW#1 <br />0.02 <br />0.82 <br />2.44 <br />2.79 <br />3.10 <br />3.22 Peak stage <br />3.36 <br />3.59 Stage of SW#2 <br />23.62 <br />28.75 <br />32.76 <br />42.09 <br />51.15 <br />60.88 <br />120.37 <br />137.66 <br />2oa.44 <br />222.80 <br />308.61 <br />331.90 <br />434.66 <br />