2008-01-24_PERMIT FILE - C1981020A

• Permit No: C1981020A
• IBM Index Class Name: Permit File
• Doc Date: 1/24/2008
• Section_Exhibit Name: Tables 2.1-1 to 4.1-5
• Media Type: D
• Archive: Yes

Tdbi2 3.9.4 STABILITY ANALYSIS OF PRELAW DISTURBANCE RECLAMATION
• REAME, FORTRAN, 5-1-85 COPYRIGHTED BY CIVIL ENGINEERING SOFTWARE CENTER
UNIVERSITY OF KENTUCKY, LEXINGTON, KY 40506
HUNGER ROAD ASSMED ORIGINAL GROUND AT STATION 18+00
ON BOUNDARY LINE N0. l,POINT NO. AND COORDINATES ARE:
1 42.000 100.000. 2 140.000 100.000 3 245.000 100.000
ON BOUNDARY LINE NO. 2,POZNT NO. AND COORDINATES ARE:
1 42.000 100.000 2 52.000 106.000 3 63.000 110.000
4 86.000 120.000 5 ].26.000 150.000 6 143.000 160.000
7 186.000 190.000 8 203.000 192.000 9 245.000 190.000
NO. OF RADIUS CONTROL ZONES= 1 PRINT ALL CIRCLES= 0
NO. OF SEEPAGE CASES= 1
FOR RAD. CONT. ZONE NO. 1 RADIUS DECREMENT= .000
NO. OF CIRCLES= 5 ID NO. FOR FIRST CIRCLE= 1
LINE NO.= 1 BEGIN PT. NO.= 1 END PT. NO.= 3
SOIL NO. COHESION F. ANGLE UNIT WT.
1 200.000 28.000 120.000
• SEISMIC COEFFICIENT = 0.000 MIN. DEPTH OF TALLEST SLICE= 5.000
UNIT WEIGHT OF WATBR = 62.400
THE FACTORS OF SAFETY ARE DETERMINED
NSPG= 0 NSRCH= 1 N0. OF SLICES= 10
NO. OF CENTERS TO BE ANALYZED= 1
POINT=( 60.000, 280.000) XINC=
CENTER OF CIRCLE SEEPAGE TOTAL N0.
X COORD. Y COORD. CASE NO. CIRCLE
BY THE SIMPLIFIED BISHOP METHOD
N0. OF ADD. RADII= 3
10.000 YINC= 10.000
CRITICAL RADIUS LOWEST WARNING
CIR. NO. F. S.
60.000 280.000 1 11 9 164.482 1.155 0
70.000 280.000 1 11 10 160.092 1.174 0
50.000 280.000 1 11 8 169.705 1.160 0
60.000 290.000 1 11 10 172.054 1.161 0
60.000 270.000 1 11 3 156.758 1.157 0
62.500 280.000 1 11 10 162.124 1.157 0
57.500 280.000 1 11 9 165.052 1.155 0
55.000 280.000 1 11 3 167.220 1.155 0
57.500 282.500 1 11 9 167.397 1.154 0
57.500 285.000 1 11 9 169.741 1.155 0
60.000 282.500 1 11 10 165.085 1.156 0
55.000 282.500 1 11 3 169.582 1.155 0
POINT ( 57.500, 282.500),RADIUS 167.397
' THE MIN IMUM FACTOR OF SAFETY IS 1.154
Mu Vol. I Page - 1 8/30/96