PERMFILE113676

• Permit No: C1989074
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: APPENDIX 7 ENGLEVILLE GULCH PEAK FLOW PREDICTIONS DURING OPERATIONS
• Media Type: D
• Archive: No

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* SEDCAD+(TM)
* Sediment, Erosion, Discharge by Computer Aided Design
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* Pamela J. Schwab *
* Civil Software Design *
* P.O. Hox 11092 *
* Le:cington, Kentucky 40572 *
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* Version No. 2.15 (6/20/88)
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* COPYRIGHT (c) 1987-1988 PMIELA J. SCHWAB. ALL RIGHTS RESERVED. *
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* SEDCAD+(T!1) Serial No. SU1 hes been Authorized and Released to: *
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* Applied Hydrology Associates *
* 1325 S. Colorado Blvd. *
* DenvAr, CO 80'L22 *
* [phone]
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•
~ THE SEDCAD+ PROGRAM SYSTEH IS PROVIDED 'AS IS' HITHOUT WARRANTF OF ANY *
* KIND, EITHER E%PRESS OR IMPLIED. IN YO EVENT SHALL THE AUTHORS OR
* CIVIL SOFTWARE DESIGN BE LIABLE FOR INCIDENTAL DAMAGES, CONSEQUENTIAL *
* DA!IAGE, LOST PROFITS, LOST SAVINGS, OR ANl' OTHER DAMAGES ARISING OUT *
* OF THE USE OR INABILITY TO USE THIS PROGRAH SYSTEM. *
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* Current Date end Time: 11-07-1988 16:06:24 *
* Computed Dete end Time: 11-07-1988 16:05:10 *
* File Created By: Pam Tarquin *
* File Currently Being Printed: ENGLE2 *
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**A #A***AA#A**#***#/**A#**A****AAA*A#kAA*AA**AAA**AAA##*#***#*AR***#**R*##AAA**
q##*AA#**iAA**#***#*AA**** WATERSHED IDENTIFICATION ***************************
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* Engleville Guleh 2 year 24 hour Peak Flow Prediction *
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#A#qAA#AA#AAAA*A**A**A*##A####**A STORM INPUT *AAAA*****AAA*A**AAAAAA**A##AAAAA
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• * Storm Type SCS TYPE 2 *
* Rainfall Depth 2.0 i,fches *
* Storm Duration 24.0 hours *
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