Laserfiche WebLink
3A <br />10400 <br />10200 <br />� 10000 <br />W <br />L� <br />z <br />0 <br />9800 <br />J <br />W <br />9400 <br />10400 <br />1A <br />2A <br />10400 <br />2A' <br />10400 <br />LEGEND <br />- - - - - - -- FAILURE SURFACE <br />10200-1 1 [-10200 10200 -I PSEUDO- STATIC FOS (o.OBg) = 1.8--\ 10200 v LOCATION OF PHREATIC SURFACE <br />w <br />10000 <br />w <br />w 9800 <br />9400 <br />HORIZONTAL DISTANCE (FEET) <br />IA CRITICAL STABILITY 1A -IA' <br />3 Scale in Feet <br />0 100 200 800 <br />1" = 200 feet <br />W <br />w <br />10000 <br />z <br />O <br />Q <br />9800 w <br />9400 <br />3A' <br />10400 <br />HORIZONTAL DISTANCE (FEET) <br />10200 <br />10000 <br />W <br />L� <br />z <br />O <br />9800 <br />J <br />W <br />9400 <br />% <br />10200 <br />uj 10000 <br />z <br />O <br />Q <br />Gi 9800 <br />9400 <br />10000 <br />u <br />Z <br />O <br />w <br />w 9800 <br />9400 <br />HORIZONTAL DISTANCE (FEET) <br />2A CRITICAL STABILITY 2A -2A' <br />3 Scale in Feet <br />0 100 200 400 <br />1" = 200 feet <br />10000 <br />v <br />Z <br />O <br />w [COTES <br />9800 w <br />1. PROPOSED RE- GRADED TOPOGRAPHY PROVIDED BY <br />THE CRIPPLE CREEK & VICTOR GOLD MINING COMPANY. <br />2. IN AREAS COVERED BY RELOCATED MATERIALS, NATURAL <br />GROUND ELEVATION BASED ON 1993 AERIAL SURVEY <br />9600 PROVIDED BY THE CRIPPLE CREEK & VICTOR GOLD <br />MINING COMPANY. <br />3. INFINITE SOIL FOUNDATION CONDITIONS ASSUMED FOR <br />SECTIONS 1A, 2A AND 4A. SECTION 3A ASSUMES <br />9400 BEDROCK FOUNDATION CONDITIONS. <br />4. FOS = FACTOR OF SAFETY <br />5. WEDGE FAILURE SURFACES ARE NOT CRITICAL IN INFINITE <br />SOIL FOUNDATION CONDITIONS. <br />4A' <br />10400 <br />3A CRITICAL STABILITY 3A -3A' 4 -A <br />3 Scale in Feet 3 <br />0 100 200 800 <br />1" = 200 feet <br />MATERIAL STRENGTH PARAMETERS <br />STRENGTH PARAMETERS <br />SYMBOL <br />MATERIAL <br />BULK DENSITY <br />(PCF) <br />FRICTION ANGLE <br />COHESION <br />(DEGREES) <br />(PSF) <br />O1 <br />MINE OVERBURDEN <br />120 <br />39 <br />0 <br />O2 <br />FOUNDATION SOILS <br />120 <br />29 <br />0 <br />O3 <br />BEDROCK <br />140 <br />40 <br />1000 <br />O4 <br />TAILINGS <br />110 <br />12 <br />0 <br />O5 <br />CRESSON ORE <br />105 <br />40 <br />0 <br />HORIZONTAL DISTANCE (FEET) <br />CRITICAL STABILITY 4A -4A% <br />Scale in Feet <br />0 100 200 400 <br />1" = 200 feet <br />10200 <br />10000 <br />z <br />O <br />a <br />9800 Ld <br />9400 <br />1-?AR ? 4 2000 <br />;eoia4i <br />IIE: IIIIIIIIIIIIIIIIIIIIIlIIIIIIIII <br />19535 <br />Permit # M- 1980 -244 <br />Amendement No. 8 March �4, 2000 <br />