2011-04-01_PERMIT FILE - M2010071 ‎(12)‎

• Permit No: M2010071
• IBM Index Class Name: PERMIT FILE
• Doc Date: 4/1/2011
• Doc Name: East Slope- Rapid Drawdown
• From: McLaughlin Water Engineers
• To: DRMS
• Media Type: D
• Archive: No

2/28/2011
Model: Mohr-Coulomb
Unit Weight: 120 pcf
• Cohesion: 200 psf
Phi: 30°
Phi-B: 0'
Upper Left: (176, 5135) ft
Lower Left: (145, 5065.5) ft
Lower Right: (267.5, 5021.5) ft
Grid Horizontal Increment: 20
Grid Vertical Increment: 20
Left Projection Angle: 0 °
Right Projection Angle: 0 °
-10
•
East Slope - Empty and Dewatered
Upper Left Coordinate: (152.5, 5055.5) ft
Upper Right Coordinate: (263.5, 5018) ft
Lower Left Coordinate: (150.5, 5009) ft
Lower Right Coordinate: (263, 5007.5) ft
Number of Increments: 20
Left Projection: No
Left Projection Angle: 135 °
Right Projection: No
Right Projection Angle: 45 °
Left Coordinate: (0, 5042) ft
Right Coordinate: (280, 5020) ft
Material Points Area (ftz)
Region 1 Gravelly Sand (SP) 6,7,8,9 1668
Region 2 Silty Sand (SM) 8,10,11,7 278
Region 3 Silty Sand (SM) 10,41,12,13,11 1249.75
Region 4 Clay (CL) 12,14,15,13 651.25
Region 5 Clayey Sand 15,16,17,14 360.75
Region 6 Silty Sand (SM) 16,18,2,1,17 442.25
Region 7 Clayey Sand 18,19,4,3,2 340.53843
Region 8 Clayey Sand 20,21,22,5 44.502785
Region 9 Silty Sand (SM) 21,23,24,22 100
Region 10 Clayey Sand 23,25,26,43,24 106.5
Region 11 Clay (CL) 25,27,28,26 237.5

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