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Civil Software Design -- SEDCAD+ Version 3.1 <br />CopyrighC (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: ACZ, INC. <br />Filename: D:\TWENTY\SEDCAD\DC3 User: K. Kammerzell <br />Date: 09-21-1994 Time: 14:50:47 <br />1 ~ Culvert Sizing for D-3b <br />Storm: 1.80 inches, 10 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 Discharc <br />(ac) (hrs) (hrs) (cfs) (ac-f t) (cfs) <br />111 1 43.00 80 M 0.260 0.000 0.000 0.0 1.59 12.8. <br />Type: Null Label: D-3A <br />111 Structure 43.00 1.59 <br />------------------------------------------------------------------------------ <br />lil Total IN/OUT 43.00 1.59 12.8 <br />121 1 288.00 80 M 0.780 0.000 0.000 0.0 10.67 48.2E <br />Type: Null Label: Basin 7 <br />121 Structure 288.00 10.67 <br />------------------------------------------------------------------------------ <br />-'1 Total IN/OUT 288.00 10.67 48.2c <br />211 1 0.00 0 M 0.000 0.000 0.000 3.2 0.00 O.Oti <br />Type: Null Label: D-3B <br />211 Structure 0.00 12.27 <br />211 Total IN/OUT 331.00 12.27 58.0: <br />111 to 211 Routing 0.050 0.390 <br /> <br />TAB 3.7,PG 2 <br />Permit Renewal No. 3 FORMERLY Fx 8-81 ) i/i~99 <br />