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<br />File: J:\OOJOBS\003-2166\SGOIMD2X 7/22/00, 7:59:1OPM <br />Civil Software Design -- SEDCAD+ 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: 19:47:50 <br />SEDPOND SG-1 <br />Storm: 2.80 inches, 100 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />------------------------------------------- <br />------------------------------------------- <br />ELEVATION-AREA-CAPACITY-DISCHARGE TABLE <br />___________________________________________ <br />___________________________________________ <br />J2, B1, S3 <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 />• <br />1~ <br />u <br />Elev Stage Area Capacity Discharge <br /> (f t) (ac) (ac- ft) (cfs) <br />6765 00 0.00 O .D9 0 .00 <br />6766. 50 1.50 0 .14 0 .17 <br />6766. 73 0.00 0 .15 0 .21 O. DO Top of Sediment Storage (0 Stage) <br />6768. 00 1.27 0 .21 0 .23 0. 00 Low Orifice of SW#1 <br />6769. 28 2.55 0 .28 0 .54 0. 11 <br />6769. 50 2.77 0 .29 0 .60 0. 13 <br />6770. 00 3.27 0 .32 0 .75 0. 22 <br />6771. 00 4.27 0 .35 1 .08 0. 42 <br />6772. 50 5.77 0 .41 1 .65 0. 70 <br />6773. 12 6.39 0 .43 1 .92 O. B2 Peak Stage <br />6774. 00 7.27 0 .47 2 .31 1. 00 Stage of SW#1 <br /> Stage of SW#2 <br />6774. 53 7.80 0 .49 2 .56 9. 52 <br />6774. 63 7.90 0 .49 2 .61 11. 12 <br />6774. 73 8.00 0 .50 2 .66 14. 08 <br />6774. 83 8.10 0. 50 2 .71 18. 20 <br />6774. 93 8.20 0 .51 2 .76 22. 30 <br />6775. 00 8.27 0. 51 2 .80 27. 27 <br />a+aaaa++aaaa++ +aaa+aa a+a+a a+aa+aa+a+aa+a +aa+a+as++++aaaa+++aaa+aaaa++a+aaa+++aa <br />Page: 48 <br />