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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1967-1992. Pamela J. Schwab. All rights reserved. <br />• Company Name: TRAPPER MINING <br />Filename: C:\SEDCAD3\RGD\OARG10 User: Ray DuBois <br />Date: 02-20-2001 Time: 19:08:56 <br />Oak Gulch with G Pit & Regrade thru 2002 10 Year/29 Hour <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 />------------------------------------------- <br />------------------------------------------- <br />J2, B1, S1 <br />Oak Pond No.l <br />Drainage Area from J2, B1, S1, SWS(s)1-2: 74.4 acres <br />Total Contributing Drainage Area: 300.8 acres <br />SW#1: Emergency Spillway <br />SW#2: Emergency Spillway <br /> Elev Stage Area Capacity Discharge <br /> (ft) (ac) (ac-ft) Icfs) <br /> ----- <br />6655. -- <br />00 ---- <br />0. --- <br />00 ---- <br />0. --- <br />00 ---------- <br />0.00 --------- ---- ------- ---------------------------- <br /> 6665. 50 10. 50 0. 44 2.12 <br /> 6665. 58 0. 00 0. 45 2.16 0. 00 Top of Sediment Storage (0 Stage) <br /> 6666. 00 0. 42 0. 46 0.19 0. 00 <br /> 6666. 50 0. 92 0. 49 0.43 0. 00 <br /> 6667. 00 1. 92 0. 51 0.68 0. 00 <br />• 6667. 50 1. 92 0. 53 0.94 0. 00 <br /> 6668. 00 2. 92 0. 55 1.21 0. 00 <br /> 6668. 40 2 .82 0. 57 1.43 O. OU Stage of SW#1 <br /> 6668. 50 2 .92 0. 58 1.49 0. 43 <br /> 6668 .98 3 .40 0 .60 1.77 2. 51 <br /> 6669. 00 3 .42 0. 60 1.79 2. 59 <br /> 6669 .08 3 .50 0 .60 1.84 2. 59 <br /> 6669 .18 3 .60 0 .61 1.90 3. 43 <br /> 6669 .28 3 .70 0 .61 1.96 4. 65 <br /> 6669 .38 3 .80 0 .62 2.02 5. 90 <br /> 6669 .50 3 .92 0 .62 2.09 9. 17 <br /> 6669 .88 4 .30 0 .64 2.33 15. 39 <br /> 6670. 00 4 .42 0 .64 2.41 20. 65 <br /> 6670 .20 4 .62 0 .65 2.59 26. 92 Stage of SW#2 <br /> 6670 .38 4 .80 0 .66 2.66 34. 01 <br /> 6670 .50 4 .92 0 .67 2.74 44. 03 <br /> 6670 .54 4 .96 0 .67 2.76 46. 36 Peak S tage <br /> 6670 .78 5 .20 0 .68 2.93 59. 56 <br /> 6670 .88 5 .30 0 .68 2.99 65. 05 <br /> 6670. 98 5 .40 0 .69 3.06 77. 83 <br /> 6671 .00 5 .42 0 .69 3.07 84. 90 <br /> 6671. 08 5 .50 0 .69 3.13 88. 7C <br /> 6671. 18 5 .60 0 .70 3.20 98. 81 <br /> 6671. 38 5 .80 0 .71 3.34 121. 75 <br /> 6671 .50 5 .92 0 .71 3.43 150. 63 <br /> 6671. 68 6 .10 0 .72 3.56 169. 82 <br /> 6671. 88 6 .30 0 .73 3.70 200. 83 <br /> 6672. 00 6 .42 0 .74 3.79 239. 38 <br />• <br />