PERMFILE130956

• Permit No: C1981008A
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Doc Name: Slope Stability Analysis of the Sediment Pond Embankments
• Section_Exhibit Name: NH2 1996 Section 2.05.3‎(3)‎ Attachment 2.05.3‎(3)‎-10 Part 8
• Media Type: D
• Archive: Yes

• GEOSYSTEM SLOPE STABILITY PROGRAM
SB-SLOPE
r1
L_J
•
PROJECT DATA: Case 4
Project: SLOPE STABILITY OF PONDS
Location: NUCLA
Filename: WFCP-9 Description: AMENDMENT PONDS WESTERN FUELS
ANALYSIS DATA
Point Coordinates Line Left 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 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
Soil Density Cohesion Phi
No. pcf psf Deg
1 118.6 420 33.0
2 84.8 0 34.0
Free water surface, left point = 3 right point = 5'
Grid search; initial parameters:
initial final increment
x 60.0 120.0 2.0
y 50.0 100.0 2.0
r 2.0
minimum perpendicular depth is 3.0
limit at elevation 10.0
OVERALL MINIMUM: x = 96.0, y = 56.0, r = 42.0, FS = 1.950
(Revised 12/00) Attachment 2.05.3(3) -10-122