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SYMBOL <br />SOIL OR INTERFACE <br />FRICTION ANGLE <br />(DEGREES) <br />COHESION (PSF) <br />I <br />CRESSON ORE <br />40 <br />0 <br />2 <br />FOUNDATION MATERIAL <br />40 <br />0 <br />3 <br />SMOOTH GEOMEMBRANE / SOIL INTERFACE (PHASE 1) <br />24 <br />100 <br />4 <br />TEXTURED GEOMEMBRANE / SOIL INTERFACE (PHASE II) <br />15 <br />1600 <br />5 <br />TEXTURED GEOMEMBRANE / SOIL INTERFACE (PHASE III) <br />18 <br />0 <br />6 <br />TEXTURED GEOMEMBRANE / GEOTEXTILE INTERFACE (PHASE II) <br />14 <br />0 <br />7 1 <br />FOUNDATION MATERIAL (SECTION F -F') <br />24 <br />0 <br />ENGINEER'S STAMP NO. I REVISION DESCRIPTION THIS DRAWING IS NOW APPROVED DATE BY <br />UNLESS LAST REVISIOIN IS HAND WRITTEN <br />JS <br />GRAPHY <br />AP'VDD NO�REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED <br />UNLESS LAST REVISION IS HAND <br />10000 <br />9700 <br />R <br />Li <br />W <br />0 9600 <br />a <br />J <br />W <br />9400 <br />9200 <br />B <br />10000 ­1 <br />9700 <br />I <br />W <br />z 9600 <br />0 <br />a <br />w <br />w <br />W <br />9400 <br />9200 <br />U <br />03 <br />0 200 <br />rte-- -- WEDGE FAILURE <br />/ STATIC FACTOR OF SAFETY = 3.2 <br />/ PSEUDO- STATIC <br />/ FACTOR OF SAFETY (0.14g) = 2.0 <br />/ O <br />PHASE III I PHASE II <br />r_v <br />200 400 600 800 1000 1200 1400 1600 1800 <br />HORIZONTAL DISTANCE (FEET) <br />A CRITICAL STABILITY A -A' <br />27 1 " = 200' <br />i <br />H <br />O � <br />1 �-- -WEDGE FAILURE <br />a STATIC FACTOR OF SAFETY = 2.2 <br />— FACTOR OF ASAFETY (0.14g) = 1.2 <br />DATE BY CHKD4P'VD <br />PHASE III <br />400 600 800 1000 1200 1400 <br />HORIZONTAL DISTANCE (FEET) <br />B CRITICAL STABILITY B -B' <br />27 1 " = 200' <br />CLIENT DATE <br />PRINIT ISSUE RECORD <br />TITIA <br />1600 1800 <br />10000 <br />9700 <br />w <br />w <br />9600 0 <br />t>aJ <br />J <br />W <br />9400 <br />9200 <br />L_1 <br />2000 <br />10000 <br />9700 <br />Ld <br />W <br />t,_ <br />9600 0 <br />a <br />W <br />J <br />W <br />9400 <br />9200 <br />RECpt4,rf <br />APR 15 1999 <br />pivision 01 Mlnelats a "eu1091 <br />Permit Number #: M- 1980 -244 <br />Class: Revisions <br />Type & Sequence:TR -029 <br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />NOTE: <br />19628 <br />1: PIEZOMETRIC LEVEL MODELED AS 1' OVER I <br />GEOMEMBRANE, UNLESS OTHERWISE NOTED. <br />CC Cripple Creek & Victor Gold Mining Company <br />�v Cresson Project <br />A Joint Venture - Pikes Peak Mining Company, Manager <br />PHASE M <br />CRITICAL STABILITY <br />PLAN AND CROSS SECTIONS <br />DRAWN RB DATE MAY 1998 <br />CHRCKF.D TM Joe No. <br />993 -2022 <br />DIGITAL NO. D01 6 <br />V V� APPROVED JMJ <br />SCALE AS SHOWN DWG N REV# <br />200 UNION BLVD. , SUITE 500, LAKEWOOD, COLORADO 80228 FD.E NO. L ^� D <br />ONE: (303)980-0540 FAX: 303 985 -2080 2022DO16 <br />,,,I,nngPl, <br />L' <br />y <br />REVISED ISSUE FOR FINAL <br />1 <br />DESIGN <br />/y q� <br />RH <br />RH <br />Q <br />INOTHSCALE ABOVE DOES <br />_ <br />ISSUED FOR FINAL DESIGN <br />7/6/98 <br />TM <br />TM <br />- <br />JMJ <br />Q <br />l INCH <br />ISSUED FOR DRAFT DESIGN REPORT <br />6/12/98 <br />TM <br />TM <br />JMJ <br />Q <br />DRAWING SCALE IS ALTERED <br />QA <br />ISSUED FOR CLIENT REVIEW <br />5/27/98 <br />TM <br />TM <br />JMJ <br />Q <br />10000 <br />9700 <br />R <br />Li <br />W <br />0 9600 <br />a <br />J <br />W <br />9400 <br />9200 <br />B <br />10000 ­1 <br />9700 <br />I <br />W <br />z 9600 <br />0 <br />a <br />w <br />w <br />W <br />9400 <br />9200 <br />U <br />03 <br />0 200 <br />rte-- -- WEDGE FAILURE <br />/ STATIC FACTOR OF SAFETY = 3.2 <br />/ PSEUDO- STATIC <br />/ FACTOR OF SAFETY (0.14g) = 2.0 <br />/ O <br />PHASE III I PHASE II <br />r_v <br />200 400 600 800 1000 1200 1400 1600 1800 <br />HORIZONTAL DISTANCE (FEET) <br />A CRITICAL STABILITY A -A' <br />27 1 " = 200' <br />i <br />H <br />O � <br />1 �-- -WEDGE FAILURE <br />a STATIC FACTOR OF SAFETY = 2.2 <br />— FACTOR OF ASAFETY (0.14g) = 1.2 <br />DATE BY CHKD4P'VD <br />PHASE III <br />400 600 800 1000 1200 1400 <br />HORIZONTAL DISTANCE (FEET) <br />B CRITICAL STABILITY B -B' <br />27 1 " = 200' <br />CLIENT DATE <br />PRINIT ISSUE RECORD <br />TITIA <br />1600 1800 <br />10000 <br />9700 <br />w <br />w <br />9600 0 <br />t>aJ <br />J <br />W <br />9400 <br />9200 <br />L_1 <br />2000 <br />10000 <br />9700 <br />Ld <br />W <br />t,_ <br />9600 0 <br />a <br />W <br />J <br />W <br />9400 <br />9200 <br />RECpt4,rf <br />APR 15 1999 <br />pivision 01 Mlnelats a "eu1091 <br />Permit Number #: M- 1980 -244 <br />Class: Revisions <br />Type & Sequence:TR -029 <br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />NOTE: <br />19628 <br />1: PIEZOMETRIC LEVEL MODELED AS 1' OVER I <br />GEOMEMBRANE, UNLESS OTHERWISE NOTED. <br />CC Cripple Creek & Victor Gold Mining Company <br />�v Cresson Project <br />A Joint Venture - Pikes Peak Mining Company, Manager <br />PHASE M <br />CRITICAL STABILITY <br />PLAN AND CROSS SECTIONS <br />DRAWN RB DATE MAY 1998 <br />CHRCKF.D TM Joe No. <br />993 -2022 <br />DIGITAL NO. D01 6 <br />V V� APPROVED JMJ <br />SCALE AS SHOWN DWG N REV# <br />200 UNION BLVD. , SUITE 500, LAKEWOOD, COLORADO 80228 FD.E NO. L ^� D <br />ONE: (303)980-0540 FAX: 303 985 -2080 2022DO16 <br />