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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: ACZ, INC. <br />• Filename: D:\TOM\SF\LISPWAY User: TEL <br />Date: 05-09-1995 Time: 15:46:36 <br />SOUTHFIELD LOADOUT: POND L1 EMERGENCY SPILLWAY <br />Storm: 3.00 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />-Hydrology- <br /> Base- Runoff Peak <br />JBS SWS Area CN UHS Tc K X Flow Volume Discharge <br /> (ac) (hrs) (hrs) (cfs) (ac-f t) <br />---- (cfs) <br />--------- <br />-- <br />111 ------ - <br />1 -------- <br />3.10 ------ <br />85 ---- <br />M -------- <br />0.086 ------ <br />0.056 ------ <br />0.352 ------ <br />0.0 ----- <br />0.41 5.07 <br />111 2 4.20 85 M 0.120 0.000 0.000 0.0 0.56 6.87 <br />111 3 1.60 85 M 0.197 0.000 0.000 0.0 0.21 2.06 <br />111 4 10.60 75 M 0.134 0.040 0.252 0.0 0.85 8.59 <br /> Type: Pond Label: POND L1 EM SPILLWAY <br />111 <br />- Structure 19.50 <br />--- <br />----- <br />------ 2.03 <br />--------- <br />--------- <br />--- <br />111 ------------ <br />Total IN --------- <br />19.50 ------ ---- -------- --- - 2.03 21.19 <br />111 Total OUT 2.03 16.10 <br />~aaaaaaaaaaaaaaaaaaaaaaa=aaa..oa .ecc.v.o.aaeaaaaaaaeaaaaaae mecaaaaaaeaaeeaaa <br />• <br />c:\86018-21 <br />os/ls/vs 6:45pm x.p 171e Revised - May 1995 <br />