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

• **AAR********R*RRA**R**A*AA****Afr**AAA*AAAAfrfr**AAfr**AA*A*AAA*AAA*AA****A*******
* *
* SEDCAD+(TM)
* Sediment, Erosion, Discharge by Computer Aided Design *
* *
R by *
A *
* Pamela J. Schwab *
* Civil Software Design *
* P.O. Box 11092 *
* Lexington, Kentucky 40572 *
A *
* Version No. 2.15 (6/20/88)
A *
* COPYRIGHT (c) 1987-1988 PAMELA J. SCHWAB. ALL RIGHTS RESERVED. *
A *
R*A AAAfr Rfr*******AAA**AAA*Afr **Afr*****A***AAA*AAAAAA*A****A*AAAAA****************
A *
* SEDCAD+(TM) Serial No. 101 has been Authorized and Released to: *
R *
^ Applied Hydrology Associates *
* 1325 S. Colorado Blvd. *
* Denver, CO 80222 *
* [phone]
* A
AA* *AAA*AAR*************A*A*A#ARARRAAA*AAR*A******A**A**AAA*AAA**************A*
* R
•
* THE SEDCAD+ PROGRAM SISTEM IS PROVIDED 'AS IS' WITHOUT WARRANTY OF ANY *
!~ KIND, EITHER E.l'PRESS OR IMPLIED. IN NO EVENT SHALL THE AUTHORS OR *
* CIVIL SOFTWARE DESIGN BE LIABLE FOR INCIDENTAL DAMAGES, CONSEQUENTIAL *
* DAMAGE, LOST PROFITS, LOST SAVINGS, OR ANY OTHER DAMAGES ARISING OUT *
* OF THE USE OR INABILITY TO USE THIS PROGRAM SYSTEH. *
* *
**A ****AA**A***A*A*****A**#*i****AAR********i*i*R*****i*A*RR*A*****#RAA**A*AA**
*A* **AAAAA**R*****A****A*AA*****A**A*AAAAAAA*AAA*A*k*AAAA*AAAAA*AA***AA**AA*Ak*
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* Current Date end Time: 11-07-1988 16:44:48 *
* Computed Dete end Time: i1-07-1988 15:23:17 *
* File Created By: Pam Terquin *
* File Currently Being Printed: ENGLE100
* A
AAA AA****A****************AAAAAA**AAA*A*A*A*A*A***AAA***A*A**AA**A4*AR*AAA*AR**
****************RA******** WATERSHED IDENTIFICATION ***************************
A A
* Engleville Gulch 100 year 24 hour Peak Flow Prediction *
A fr
AA***AAAA**AAA**AAAAA*A****RA**AAA*frA**AAAfrAAA**fr*A***AAAA***AAAA*A*RAA**Ak**AA
*A***R*AA**A**AAAAAA*AAA#***A*AAA STORM INPUT ******AA*A*AAAAAAAAA*A*AA**AAAAAA
A A
• * Storm Type SCS TYPE 2 *
* Rainfall Depth 4.2 inches i•
* Storm Duration 24.0 hours *
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