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

Table 3.9 -4 STABILITY ANALYSIS OF PRELAW DISTURBANCE RECLAMATION

REAMS, FORTRAN, 5-1-85, COPYRIGHTED BY CIVIL fiNGI1JEERING SOFTWARE CENTER
UNIVERSITY OF KENTUCKY, LEXINGTON, KY 40506
HUNGER ROAD RECLAMATION BACKFILL AT STATION 42+00
NUMBER OF BOUNDARY LINES= 2
NUMBER OF POINTS ON BOUNDARY LINES ARE: 4 3
ON BOUNDARY LINE NO. 1,POINT N0. AND COORDINATES ARE:
1 45.000 114.000 2 112.044 112.646 3 121.000 115.000
4 135.000 135.000
ON BOUNDARY LINE NO. 2,POINT NO. AND COORDINATES ARE:
1 95.000 114.000 2 129.000 135.000 3 135.000 135.OQ0
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.= 4
SOIL N0. COHESION F. ANGLE UNIT WT.
1 200.000 32.000 125.000
SEISMIC COEFFICIENT= .000 MIN. DEPTH OF TALLEST SLICE= 5.000
UNIT WEIGHT OF WATER= 62.400
THE FACTORS OF SAFETY ARE DETERMINED
NSPG= 0 NSRCH= 1 N0. OF SLICES= 10
NO. OF CENTERS TO BE ANALYZED= 1
POINT=( 100.000, 160.000) XINC=
CENTER OF CIRCLE SEEPAGE TOTAL NO.
X COORD. Y COORD. CASE NO. CIRCLE
BY THE SIMPLIFIED BISHOP METHOD
NO. OF ADD. RADII= 3
5.000 YINC= 5.000
CRITICAL RADIUS LOWEST WARNING
CIR. NO. F• S•
100.000 160.000 1 2 1 43.012 2.096 0
105.000 160.000 1 4 1 39.051 2.358 0
95.000 160.000 1 2 1 46.000 1.975 0
90.000 160.000 1 2 1 46.271 2.207 0
95.000 165.000 1 2 1 50.000 2.025 0
95.000 155.000 1 2 1 41.000 2.017 0
96.250 160.000 1 3 1 46.017 1.971 0
97.500 160.000 1 3 1 45.058 2.006 0
96.250 161.250 1 3 1 46.799 1.990 0
96.250 158.750 1 3 1 44.767 1.969 0
96.250 157.500 1 3 1 43.518 1.969 0
96.250 156.250 1 2 1 42.268 1.971 0
97.500 157.500 1 3 1 43.572 1.970 0
95.000 157.500 1 2 1 43.500 1.986 0
AT POINT ( 96.250, 157.500),RADIUS 43.518
THE MINIMUM FACTOR OF SAFETY IS 1.969
Mu Vol I Page 7 8/30/96