PERMFILE126762

• Permit No: C1981008A
• IBM Index Class Name: Permit File
• Doc Date: 7/30/2007
• 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: Yes

•
GEOSYSTEM SLOPE STABILITY PROGRAM
SB-SLOPE
PROJECT DATA: Case 2
Project: SLOPE STABILITY OF PONDS
Location: NUCLA
Filename: WFCP-9 Description: AMENDMENT PONDS WESTERN FUELS
ANALYSIS DATA: .
Point Coordinates Line Left Righ[ Soil Phreatic Soil Density Cohesion Phi
No. x Y No. Point Point No. Line No. pcf psf Deg
1 3.0 10.0 1 1 10 2 N 1 118.0 280 30.0
2 3.0 31.0 2 2 4 2 N 2 82.0 0 33.0
3 3.0 36.0 3 4 8 2 N
4 22.9 29.8 4 8 9 2 N
5 47.0 36.0 5 4 5 1 N
6 55.0 38.0 6 5 6 1 N
7 65.0 38.0 7 6 7 1 N
8 117.4 24.9 8 7 8 1 N
9 153.0 23.0 9 5 8 1 Y
10 153.0 10.0
Free water surface, left point = 3 right point = 5
Grid search; initial parameters:
initial final increment
x 60.0 120.0 2.0
50.0 100.0 2.0
r 2.0
minimum perpendicular depth is 3.0
limit at elevation 10.0
OVERALL MINIMUM: x = 98.0, y = 56.0, r = 40.5, FS = 1.734
GEOSYSTEM SLOPE STABILITY PROGRAM
SB-SLOPE
PROJECT DATA: Case 3
Project: SLOPE STABILITY OF PONDS
Location: NUCLA
Filename: WFCP-9 Description: AMENDMENT PONDS WESTERN FUELS
ANALYSIS DATA :
Point Coordinates Line Lek Right Soil Phreatic
No. x Y No. Point Point No. Line
1 3.0 10.0 1 1 10 2 N
2 3.0 31.0 2 2 4 2 N
3 3.0 36.0 3 4 8 2 N
4 22.9 29.8
5 47.0 36.0 4
5 8
4 9
5 2
1 N
N
6 55.0 38.0 6 5 6 1 N
7 65.0 38.0 7 6 7 1 N
Soil Density Cohesion Phi
No. pcf psf Deg
1 110.0 240 29.0
2 78.0 0 31.0
REVISED MARCH zoos Attachment 2.05.3(3)-15-9