1992-12-01_PERMIT FILE - C1981008A

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Civil Software Design -- SEDCAD+ Version 3 . 1 Copyright (C) 1987-1992 . Pamela J. Schwab. All rights reserved. Company Name: Greystone Development Consultants Filename: C:\SCAD\DT\NUCLA\PONDS User: C. A. Boudreau Date: 12-01-1992 Time: 17: 15:32 Nucla Mine Pond 005 25 Year - 24 Hour Design Storm Storm: 2 . 40 inches, 25 year-24 hour, SCS Type II Hydrograph Convolution Interval: 0. 1 hr ------------------------------------------- ------------------------------------------- ELEVATION-AREA-CAPACITY-DISCHARGE TABLE ------------------------------------------- ------------------------------------------- J1, B1, S1 Pond 005 Drainage Area from J1, B1, S1, SWS (s) 1: 28. 0 acres Total Contributing Drainage Area: 28. 0 acres SW#1: Perforated Riser Elev Stage Area Capacity Discharge (ft) (ac) (ac-ft) (cfs) 5689.00 0. 00 0. 06 0. 00 0. 00 5689.10 0. 10 0. 06 0. 01 0.00 Low Orifice of SW#1 - "89.50 0.50 0. 07 0. 03 0.00 0.00 1. 00 0. 09 0.07 0. 01 __90.50 1.50 0. 10 0. 12 0. 01 5691.00 2 . 00 0. 12 0. 18 0. 01 5691.50 2 .50 0. 13 0.24 0. 01 5692.00 3 . 00 0. 14 0.31 0. 01 5692 .50 3 .50 0. 14 0. 38 0.01 5693 .00 4 . 00 0. 15 0.45 0. 01 5693 .50 4 .50 0. 16 0.53 0. 01 5694 .00 5. 00 0. 17 0. 61 0. 01 5694.50 5.50 0.18 0.70 0. 02 5695. 00 6. 00 0. 19 0.79 0.02 5695.50 6. 50 0.20 0.89 0. 02 5696.00 7. 00 0.20 0.99 0. 02 5696.50 7.50 0.21 1. 09 0. 02 5697 .00 8. 00 0.22 1. 20 0. 02 5697.50 8 . 50 0.23 1. 31 0.02 5698.00 9 . 00 0.24 1.43 0. 02 5698.50 9 .50 0. 25 1.56 0. 02 5698.96 9.95 0.25 1. 67 0. 02 Peak Stage 5699.00 10. 00 0.26 1. 69 0. 02 5699 .50 10. 50 0.27 1.82 0. 02 5700.00 11. 00 0. 28 1.96 0. 02 5700.50 11.50 0. 30 2 . 10 0. 02 5700.90 11. 90 0. 31 2 . 22 0. 02 Stage of SW#1 5"01. 00 12 . 00 0. 31 2 . 26 0.46 1.50 12 .50 0. 32 2 .41 6. 59 2 .00 13 . 00 0. 34 2 . 58 8 .92 5702 .50 13 . 50 0. 36 2 .76 10.76 5703 . 00 14 . 00 0. 38 2 . 94 12 . 33 5703 .20 14 .20 0. 39 3 . 02 12 .90 *******************************************************************************