2011-11-30_PERMIT FILE - C1981008 ‎(8)‎

• Permit No: C1981008
• IBM Index Class Name: Permit File
• Doc Date: 11/30/2011
• Doc Name: Pond Embankment Slope Stability Analyses
• Section_Exhibit Name: Section 2.05.3‎(3)‎ Attachment 2.05.3‎(3)‎-15
• Media Type: D
• Archive: No

The GC or GM soils have little clay to bind the material which results in a high angle of friction but
virtually no cohesion, while the SM -SC or SC soils have cohesive clay and a lower internal angle
of friction.
Attachment 2.05.3(3) -15 -5