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

*****A***AAA**AAA*****A**A*A*****AAA****kAk*kk*k********A********Ak*k***AAAkk**
•
* A
* SEDCAD+ (TAI ) *
* Sediment, Erosion, Discharge by Computer Aided Design *
k *
* by *
k *
* Pamela J. Schwab "
* Civil Software Design "
* P.O. Box 11092 *
* Lexington, Kentucky 40572 *
* A
* Version No. 2.15 (6/20/88) *
* k
* COPYRIGHT (c) 1987-1988 PAMELA J. SCHNAB. ALL RIGHTS RESERVED. A
* *
*** **AAA****kAk*****AAAAAA**AAAA*Ak**A*k***A*A*****k************AA*A*A**AAA****
* R
* SEDCAD+(TM) Serial No. 101 has been Authorized and Released to: *
* *
* Applied Hydrology Associates
* 1325 S. Colorado Blvd.
* Denver, CO 80222 *
* [phone]
* *
*** AA***A*A*#A***A*AAAAAAAA*******AAAA**A***A*AAAAA**A****AA*****AA*******#***i
* k
• * THE SEDCAD+ PROGRAM SYSTEM IS PROVIDED 'AS IS' WITHOUT WARRANTY OF ANI' *
* KIND, EITHER ESPRESS OR IMPLIED. IN NO EVENT SHALL THE AUTHORS OR
k CIVIL SOFTWARE DESIGN BE LIABLE FOR INCIDENTAL DAMAGES, CONSEQUENTIAL *
k DAAIAGE, LOSS PROFITS, LOST SAVINGS, OR ANY OTHER DAMAGES ARISING OUT *
* OF 'THE USE OR INABILITY TO USE THIS PROGRAM SYSTEM.
* *
*** ****AAA*AAA*AAAA*AA****A***AA*A********AAAA**A***AA********R*********AAA*A*A
*AA A*AA**AAA*A*A**A*AA**A**A*A**AA**AA******A********AAA*AA********AA*AAA*****A
* *
* Current Date end Time: 11-07-1988 16:39:52 *
* Computed Dete end Tire: 11-07-1988 15:22:40 *
* File Created By: Pam Tarquin
* File Currently Bein¢ Printed: ENGLE25 A
* *
*** **AA*AA*AAAAAAAAAAAAAAAAAAAp**AAA****AAk*A*AAA**AAAAA***********A*AAAA*A****
A*A******RARkAAAAAAAAAAk** WATERSHED IDENTIFICATION AA**AAAA*A**AA***A*A*Ak*A**
A A
* Engleville Gulch 25 year 24 hour Peak Flow Prediction *
A k
*********************AAA**k***AAA*A***A***AA**A***A****A********************A*#
A**********ARR*AA***AAA*********A STORH INPUT *AAAA**********************AA**AA
A k
• A Storm Type SCS TYPE 2 *
* Rainfall Depth 3.4 inches A
A Storm Duration 24.0 hours k
k k
*kA*AAAAAAAAA*AA*A*A**AAAA*AAA***AA***AAAAA***kAAAA*AA**A**A****AR*AAA*A**AAAAA