Laserfiche WebLink
******************************************************************************* <br />* * <br />* SEDCAD+(TM) * <br />* • Sediment, Erosion, Discharge by Computer Aided Design <br />* Version No. 2.15b (11/11/88) <br /> <br />* by <br /> <br />* Pamela J. Schwab <br />* Civil Software Design <br />* P.O. Box 11092 <br />* Lexington, Kentucky 40512 <br /> <br />* COPYRIGHT (c) 1987-1988 PAMELA J. SCHWAB. ALL RIGHTS RESERVED. <br />* * <br />******************************************************************************* <br /> <br />* SEDCAD+(TM) Serial No. 14701 has been Authorized and Released to: <br /> <br />* Cyprus Empire Corporation <br />* P.O. Box 68 <br />* Craig, CO 81626 <br />* (303) 824-8246 <br /> <br />******************************************************************************* <br /> <br />* THE SEDCAD+ PROGRAM SYSTEM IS PROVIDED 'AS IS' WITHOUT WARRANTY OF ANY <br />* KIND, EITHER EXPRESS OR IMPLIED. IN NO EVENT SHALL THE AUTHORS OR <br />* • CIVIL SOFTWARE DESIGN BE LIABLE FOR INCIDENTAL DAMAGES, CONSEQUENTIAL <br />* DAMAGE, LOST PROFITS, LOST SAVINGS, OR ANY OTHER DAMAGES ARISING OUT <br />* OF THE USE OR INABILITY TO USE THIS PROGRAM SYSTEM. <br />* * <br />******************************************************************************* <br />******************************************************************************* <br /> <br />* Current Date and Time: 11-07-1989 17:11:29 <br />* Computed Date and Time: 11-07-1989 17:11:11 <br />* File Created By: MIKE GAMBREL <br />* File Currently Being Printed: D:9A-D1 <br /> <br />*** ****************************************************************** ********** <br />************************** WATERSHED IDENTIFICATION *************************** <br />* * <br />* DRAINAGE TO DITCH 9A-Dl <br />******************************************************************************* <br />********************************* STORM INPUT ********************************* <br />* Storm Type SCS TYPE 2 <br />* Rainfall Depth 1.4 inches <br />* Storm Duration 24.0 hours <br />** *************************************************************************** <br />Exhibit 18 Revised 12/8/89 <br />-168- <br />