2011-03-21_PERMIT FILE - C2009087A ‎(19)‎

• Permit No: C2009087A
• IBM Index Class Name: Permit File
• Doc Date: 3/21/2011
• Doc Name: South Facilities Area Operations Ditch And Culvert Designs
• Section_Exhibit Name: Exhibit 2.05.3-E2 Appendix 2.05.3-E2.G-2
• Media Type: D
• Archive: Yes

* SENECA MINE CULVERT 2A ZAA
STORM INPUT * * * * * * * * * * * * *x * * * * * * * * *x * **
* Storm Type SCS TYPE 2 «
Rai nfa 1 1 Depth 1.6 inches «
* Storm Duration 24.0 hours
x 1K
TRO1 -10
2.05.3 -E2 -G -2.34
12/10
19
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*
Current Date. and , Tim:
* SEDCAD-L (TM)
10:30:37
*
* Sediment., Erosion,. Discharge by Computer Aided Design
10-02 -1989
10:30:13
*
File Created By:
RJG
* by
*
Fi Currently Being Printed:
*
X
* Pamela J. Schwab
Civil Software Design
-
IDENTIFICATICt4
* P.O. Box 11092
* Lexington,. Kentucky 40572
T
* Version No. 2.15 (6/20/88)
* GCPYRIG -fT (c) 1987 -1988 PAMELA J. SCHWAB. ALL RIOTS RESEERVED.
SEDCAD +(TM) Serial No. 194 has .been Authorized and Released to:
Peabody Coal Company
* 1300 S. Yale
Flagstaff, AZ 86001
(602) 677 -5289
* THE SEDCAD+ PROGRAM SYSTEM IS PROVIDED 'AS IS' WITHOUT WARfZANTY OF ANY
* KIND, EITHER. EXPRESS CR IMPLIED. IN NO EVENT SHALL THE AUTHORS CR
* CIVIL SOFTWARE DESIGN BE LIABLE FOR INCIDENTAL DAMAGES, CONSEQUENTIAL
DAMAGE, LOST PROFITS, LOST SAVINGS, CR ANY OTHER DAMAGES ARISIf CU
* OF THE USE CR INABIL.ITY TO USE THIS PROGRAM SYSTEM.
* SENECA MINE CULVERT 2A ZAA
STORM INPUT * * * * * * * * * * * * *x * * * * * * * * *x * **
* Storm Type SCS TYPE 2 «
Rai nfa 1 1 Depth 1.6 inches «
* Storm Duration 24.0 hours
x 1K
TRO1 -10
2.05.3 -E2 -G -2.34
12/10
19
*
Current Date. and , Tim:
10 -02 -1989
10:30:37
*
Computed Date and Time:
10-02 -1989
10:30:13
*
File Created By:
RJG
*
Fi Currently Being Printed:
SEN2
* * ** * * * ** * * * * ** * * ** WATERSHED
IDENTIFICATICt4
* * * * * * * ** ** * * * * * * * * ** **
* SENECA MINE CULVERT 2A ZAA
STORM INPUT * * * * * * * * * * * * *x * * * * * * * * *x * **
* Storm Type SCS TYPE 2 «
Rai nfa 1 1 Depth 1.6 inches «
* Storm Duration 24.0 hours
x 1K
TRO1 -10
2.05.3 -E2 -G -2.34
12/10
19