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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:\SEDCAD3\WESTELK\WS4A User: CWB Date: 11-15-1994 Time: 11:37:16 10-YEAR 24-HOUR STORM, WATERSHED 4A. DESCRIBES D1-1 W/CONTRIB FROM 11C Storm: 1.90 inches, 10 year-24 hour, SCS Type II Hydrograph Convolution Interval: 0.1 hr ------------- ---------------------- - SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE --------------------------------------------- -Hydrology- JBS SWS Area (ac) CN UHS Tc (hrs) K (hrs) X Base- Flow (cfs) Runoff Volume (ac-ft) Peak Discharge (cfs) --------------- ----- ----- ------ - - - - 111 1 0.14 72 M 0.011 0.008 0.348 0.1 0.00 0.04 ' 111 2 0.04 92 F 0.003 0.008 0.348 0.0 0.00 0.05 111 3 0.07 72 M 0.008 0.004 0.348 0.0 0.00 0.02 111 4 0.02 92 F 0.003 0.004 0.348 0.0 0.00 0.02 111 5 0.07 72 M 0.008 0.000 0.000 0.0 0.00 0.02 Type: Null Lab el: E/W :SLP,PK,SLP,PK,SP 111 Structure 0.34 0.01 111 --- - -- Total IN/OUT ------------- ------------- 0.34 ---------- ---------- --- --- ----- ----- ------- ------- ------ ------ ------ ------ ------- ------- 0.01 ------- -------- 0.28 ------- --------- SQBWATERSHED DESCRIPTION, ~S SWS Description 111 1 111 2 111 3 111 4_ 111 5 Vegetated slope east of D1- contribution from WS11C Employee parking lot drainage Vegetated slope between D1-lA Employee parking lot drainage Vegetated slope west of D1-iB C1-lA 4A lA above D1-1 w/baseflow to D1-lA and D1-18 to D1-iB above D1-1 above inlet.to :~