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2S <br />10800 <br />10600 <br />110400 <br />w <br />10200 <br />z <br />0 <br />10000 <br />J <br />W <br />9800 <br />S. <br />OH1101 <br />MATERIAL STRENGTH PARAMETERS <br />is <br />STRENGTH PARAMETERS <br />SYMBOL <br />MATERIAL <br />BULK DENSITY <br />(PCF) <br />FRICTION ANGLE <br />COHESION <br />10800 <br />(DEGREES) <br />(PSF) <br />O <br />MINE OVERBURDEN <br />120 <br />39 <br />0 <br />O <br />FOUNDATION SOILS <br />120 <br />29 <br />0 <br />O <br />BEDROCK <br />140 <br />40 <br />1000 <br />CIRCULAR FAILURE <br />STATIC FOS = 2.0 <br />PSEUDO— STATIC FOS (0.088) = 1.6 <br />WEDGE FAILURE <br />STATIC FOS = 2.3 <br />PSEUDO— STATIC FOS (0.08g) = 1.9 <br />2.5 <br />1( j <br />200 400 600 800 1000 1200 1400 1600 1800 2000 2200 <br />3S <br />10800 -1 <br />10600 <br />10400 <br />w <br />10200 <br />z <br />0 <br />10000 <br />J <br />W <br />9800 <br />•M <br />.m <br />2S <br />2 <br />0 <br />O <br />)0 2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 4800 5000 <br />HORIZONTAL DISTANCE (FEET) <br />CRITICAL STABILITY S2 —S2' Scale in Feet <br />0 200 400 800 <br />1" = 400 feet <br />CIRCULAR FAILURE <br />STATIC FOS = 1.7 <br />PSEUDO— STATIC FOS (0.08g) = 1 <br />WEDGE FAILURE <br />STATIC FOS = 1.6 <br />PSEUDO— STATIC FOS (0.08g) = 1.3—,, <br />2.5 <br />1� <br />O <br />0 200 400 600 800 1000 1200 1400 1600 1800 2000 220 <br />HORIZONTAL DISTANCE (FEET) <br />6R) CRITICAL STABILITY 83 —S3' <br />2 <br />ENGINEER'S STAMP <br />. a_ <br />"t-j: <br />vJ <br />2600 2800 <br />3 S' <br />r— 10800 <br />10600 <br />10400 <br />w <br />w <br />10200 �- <br />z <br />0 <br />10000 <br />J <br />W <br />9800 <br />•.alai <br />9400 <br />Scale in Feet <br />0 200 400 800 <br />1" = 400 feet <br />2S9 <br />r— 10800 <br />10600 <br />10400 <br />10200 <br />z <br />0 <br />10000 <br />J <br />W <br />9800 <br />•m� <br />9400 <br />5800 6000 6200 <br />NO. I REVISION DESCRIPTION Tm DRAFING Is NOT APPIt"'m <br />UNLESS LAST REVMON IS HAND <br />ISSUED FOR PERMIT <br />ISSUED FOR CLIENT REVIEW <br />LEGEND <br />- - - -- FAILURE SURFACE <br />LOCATION OF PHREATIC SURFACE <br />MAR 2. 12000 <br />NOTES <br />1. RE— GRADED TOPOGRAPHY PROVIDED BY THE CRIPPLE <br />CREEK & VICTOR GOLD MINING COMPANY. <br />2. IN AREAS COVERED BY RELOCATED MATERIALS, NATURAL <br />GROUND ELEVATION BASED ON 1998 AERIAL SURVEY <br />PROVIDED BY THE CRIPPLE CREEK & VICTOR GOLD <br />MINING COMPANY. <br />3. SOIL DEPTHS PROVIDED BY THE CRIPPLE CREEK & <br />VICTOR GOLD MINING COMPANY. <br />4. FOS = FACTOR OF SAFETY IlGiiiillllllliiilii11111111iiillii <br />19534 <br />Permit# M- 1980 -244 <br />Amendement No. 8 March/ 2000 <br />DATE BY CHKD AP'VD ,r-e CrWc Creek C. Victor Cold [. rdag Com;sa ny <br />Crcecon Project, <br />A Joint Venture — AngloGold (Colorado) Corp., Manager <br />TrrLil <br />SHAW G'J' -CH OVERBI BDEN STORAGE AREA <br />CRITICAL STABILITY SECTIONS: SIiMT 1 OF 2 <br />�— <br />DRAIN RB OA7E FEB. 2000 <br />G- <br />,� CRECEED GE JOB NO. 993 -2099 <br />A/'S�j�� _ ���D JFL DlorrAL No. D047 <br />•lI APPROVED JFL <br />3/22/00 scmx AS SHOWNc r <br />2/29/00 RMN MJ JFL 200 O°Dsa vnaoB°2?a PRE NO. <br />Pump.- R vlDa� ?nn 2099DO47 2 lm <br />is <br />is, <br />10800 <br />10800 <br />10600 <br />10600 <br />CIRCULAR FAILURE <br />% <br />10400 <br />STATIC FOS = 2.0 <br />2.5 <br />10400 <br />PSEUDO— STATIC FOS (0.08g) <br />= 1.6 1 � <br />w <br />10200 <br />i <br />W <br />v <br />O <br />10200 <br />o <br />i <br />0 <br />10000 <br />�/� <br />��� <br />2 <br />10000 <br />LLI <br />9800 <br />i i <br />n <br />�'�� � — �,.�� � "y�° <br />9800 <br />W <br />\ � <br />9600 <br />WEDGE FAILURE <br />9600 <br />STATIC FOS = 2.3 <br />PSEUDO— STATIC FOS (0.08g) = 1.8 <br />9400 <br />9400 <br />0 200 <br />400 600 800 1000 1200 <br />1400 1600 1800 2000 2200 2400 2600 2800 3000 <br />3200 3400 <br />HORIZONTAL <br />DISTANCE (FEET) <br />CRITICAL <br />STABILITY S1 -ST <br />Scale in Feet <br />2 <br />0 200 400 <br />800 <br />1" = 400 feet <br />CIRCULAR FAILURE <br />STATIC FOS = 2.0 <br />PSEUDO— STATIC FOS (0.088) = 1.6 <br />WEDGE FAILURE <br />STATIC FOS = 2.3 <br />PSEUDO— STATIC FOS (0.08g) = 1.9 <br />2.5 <br />1( j <br />200 400 600 800 1000 1200 1400 1600 1800 2000 2200 <br />3S <br />10800 -1 <br />10600 <br />10400 <br />w <br />10200 <br />z <br />0 <br />10000 <br />J <br />W <br />9800 <br />•M <br />.m <br />2S <br />2 <br />0 <br />O <br />)0 2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 4800 5000 <br />HORIZONTAL DISTANCE (FEET) <br />CRITICAL STABILITY S2 —S2' Scale in Feet <br />0 200 400 800 <br />1" = 400 feet <br />CIRCULAR FAILURE <br />STATIC FOS = 1.7 <br />PSEUDO— STATIC FOS (0.08g) = 1 <br />WEDGE FAILURE <br />STATIC FOS = 1.6 <br />PSEUDO— STATIC FOS (0.08g) = 1.3—,, <br />2.5 <br />1� <br />O <br />0 200 400 600 800 1000 1200 1400 1600 1800 2000 220 <br />HORIZONTAL DISTANCE (FEET) <br />6R) CRITICAL STABILITY 83 —S3' <br />2 <br />ENGINEER'S STAMP <br />. a_ <br />"t-j: <br />vJ <br />2600 2800 <br />3 S' <br />r— 10800 <br />10600 <br />10400 <br />w <br />w <br />10200 �- <br />z <br />0 <br />10000 <br />J <br />W <br />9800 <br />•.alai <br />9400 <br />Scale in Feet <br />0 200 400 800 <br />1" = 400 feet <br />2S9 <br />r— 10800 <br />10600 <br />10400 <br />10200 <br />z <br />0 <br />10000 <br />J <br />W <br />9800 <br />•m� <br />9400 <br />5800 6000 6200 <br />NO. I REVISION DESCRIPTION Tm DRAFING Is NOT APPIt"'m <br />UNLESS LAST REVMON IS HAND <br />ISSUED FOR PERMIT <br />ISSUED FOR CLIENT REVIEW <br />LEGEND <br />- - - -- FAILURE SURFACE <br />LOCATION OF PHREATIC SURFACE <br />MAR 2. 12000 <br />NOTES <br />1. RE— GRADED TOPOGRAPHY PROVIDED BY THE CRIPPLE <br />CREEK & VICTOR GOLD MINING COMPANY. <br />2. IN AREAS COVERED BY RELOCATED MATERIALS, NATURAL <br />GROUND ELEVATION BASED ON 1998 AERIAL SURVEY <br />PROVIDED BY THE CRIPPLE CREEK & VICTOR GOLD <br />MINING COMPANY. <br />3. SOIL DEPTHS PROVIDED BY THE CRIPPLE CREEK & <br />VICTOR GOLD MINING COMPANY. <br />4. FOS = FACTOR OF SAFETY IlGiiiillllllliiilii11111111iiillii <br />19534 <br />Permit# M- 1980 -244 <br />Amendement No. 8 March/ 2000 <br />DATE BY CHKD AP'VD ,r-e CrWc Creek C. Victor Cold [. rdag Com;sa ny <br />Crcecon Project, <br />A Joint Venture — AngloGold (Colorado) Corp., Manager <br />TrrLil <br />SHAW G'J' -CH OVERBI BDEN STORAGE AREA <br />CRITICAL STABILITY SECTIONS: SIiMT 1 OF 2 <br />�— <br />DRAIN RB OA7E FEB. 2000 <br />G- <br />,� CRECEED GE JOB NO. 993 -2099 <br />A/'S�j�� _ ���D JFL DlorrAL No. D047 <br />•lI APPROVED JFL <br />3/22/00 scmx AS SHOWNc r <br />2/29/00 RMN MJ JFL 200 O°Dsa vnaoB°2?a PRE NO. <br />Pump.- R vlDa� ?nn 2099DO47 2 lm <br />