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File: J:\OOJOBS\003-2166\SGOIMD2X 7/22/00, 7: 54 :1OPM <br />• Civil Software Design -- SED CAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: GOLDER ASSOCIATES <br />Filename: C:\SEDCAD\2166\SGOIMD2 User: WDP (Modified & revised <br />by TAC) <br />Date: 07-22-2000 Time: 19:47:19 <br />SEDPOND SG-1 <br />Storm: 2.30 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />------------------------------------------- <br />------------------------------------------- <br />ELEVATION-AREA-CAPACITY-DISCHARGE TABLE <br />J2, B1, 53 <br />SG1, 37A <br />Drainage Area from J2, B1, S3, SWS (s)1: 2.1 acres <br />Total Contributing Drainage Area: 19.2 acres <br />SW#1: Perforated Riser <br />SW#2: Emergency Spillway <br />Elev Stage Area Capacity Discharge <br />• _ == (ft) =(ac)== =(ac=ft)=== ===(cfs) ___ _______________________ <br />___ <br />_ <br />___ <br />6765 == <br />.00 == <br />0.00 <br />0.09 <br />0.00 _ <br />___ <br />_____ <br />6766. 50 1.50 0.14 0.17 <br />6766 .67 0.00 0.15 0.20 0. 00 Top of Sediment Storage (0 Stage) <br />6768. 00 1.33 0.21 0.24 0. 00 Low Orifice of SW#1 <br />6769. 28 2.61 0.28 0.55 0. 11 <br />6769. 50 2.83 0.29 0.61 0. 13 <br />6770. 00 3.33 0.32 0.76 0. 22 <br />6771. 00 4.33 0.35 1.09 0. 42 <br />6772. 18 5.50 0.40 1.54 0. 64 Peak Stage <br />6772. 50 5.83 0.41 1.66 0. 70 <br />6774. 00 7.33 0.47 2.32 1. 00 Stage of SW#1 <br /> Stage of SW#2 <br />6774. 57 7.90 0.49 2.59 9. 62 <br />6774. 67 8.00 0.50 2.64 11. 12 <br />6774. 77 8.10 0.50 2.59 14. 09 <br />6774. 88 8.20 0.50 2.74 18. 21 <br />6774. 97 8.30 0.51 2.79 22. 31 <br />6775. 00 8.33 0.51 2.81 27. 27 <br />++++attt ++++t+ +ta+ttt t++tt++t+++ t+++tttt ttt++t+t++++++++t+t++++a++++tt+tt++t+tt <br />• <br />Page: 32 <br />