2015-08-31_PERMIT FILE - C1981010 ‎(59)‎

• Permit No: C1981010
• IBM Index Class Name: Permit File
• Doc Date: 8/31/2015
• Doc Name: Reconstructed Drainage Channel Design Model
• Section_Exhibit Name: Appendix Q Section XXXVII
• Media Type: D
• Archive: No

Appendix 1 25% Slope Case: String of Pearls SEDCAD model with 10 Check Dams
and 10 Erosive Channels at CN of 83............................................................. A-290
Appendix J 25% Slope Case: String of Pearls SEDCAD model with 10 Check Dams
and 10 Erosive Channels at CN of 78............................................................. A-315
Appendix K 25% Slope Case: String of Pearls SEDCAD model with 10 Check Dams
and 10 Erosive Channels at CN of 72............................................................. A-340
Appendix L 25% Slope Case: String of Pearls SEDCAD model with 10 Check Dams
ill
and 10 Erosive Channels at CN of 68
A-365
Appendix M
.............................................................
20% Slope Case: String of Pearls SEDCAD model with 10 Check Dams
and 10 Erosive Channels at CN of 83
A-390
Appendix N
.............................................................
20% Slope Case: String of Pearls SEDCAD model with 10 Check Dams
and 10 Erosive Channels at CN of 78.............................................................
A-415
Appendix O
20% Slope Case: String of Pearls SEDCAD model with 10 Check Dams
and 10 Erosive Channels at CN of 72
A-440
Appendix P
.............................................................
20% Slope Case: String of Pearls SEDCAD model with 10 Check Dams
and 10 Erosive Channels at CN of 67.............................................................
A-465
Appendix Q
15% Slope Case: String of Pearls SEDCAD model with 10 Check Dams
and 10 Erosive Channels at CN of 83.............................................................
A-490
Appendix R
15% Slope Case: String of Pearls SEDCAD model with 10 Check Dams
and 10 Erosive Channels at CN of 72.............................................................
A-515
Appendix S
15% Slope Case: String of Pearls SEDCAD model with 10 Check Dams
and 10 Erosive Channels at CN of 67.............................................................
A-540
Appendix T
10% Slope Case: String of Pearls SEDCAD model with 10 Check Dams
and 10 Erosive Channels at CN of 83.............................................................
A-565
Appendix U
10% Slope Case: String of Pearls SEDCAD model with 10 Check Dams
and 10 Erosive Channels at CN of 67.............................................................
A-590
Appendix V
5% Slope Case: String of Pearls SEDCAD model with 10 Check Dams
and 10 Erosive Channels at CN of 83.............................................................
A-615
Appendix W
5% Slope Case: String of Pearls SEDCAD model with 10 Check Dams
and 10 Erosive Channels at CN of 78.............................................................
A-641
Appendix X
5% Slope Case: String of Pearls SEDCAD model with 10 Check Dams
and 10 Erosive Channels at CN of 72.............................................................
A-666
Appendix Y
5% Slope Case: String of Pearls SEDCAD model with 10 Check Dams
and 10 Erosive Channels at CN of 67.............................................................
A-691
ill