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O <br />z <br />0 <br />J <br />a <br />FINAL SOIL LINER <br />FILL SURFACE <br />STRUCTURAL FILL AS REQUIRED <br />_ TO ACHIEVE SOIL LINER FILL <br />ELEVATION <br />COMPACTED <br />7' MINIMUM CEMENTED <br />ROCKFILL <br />r <br />3' MINIMUM CONCRETE <br />' PLUG <br />COARSE SHAFT <br />BACKFILL <br />0.5H : 1V MINIMUM <br />\I <br />1 <br />COMPETENT <br />BEDROCK AS <br />APPROVED <br />BY ENGINEER <br />COMPACTED TOP LAYER <br />REMEDIATION NOTES: <br />1. ROCK SURFACE WITHIN SHAFT SHALL BE SCALED TO REMOVE <br />LOOSE MATERIAL PRIOR TO CONCRETE PLUG AND CEMENTED <br />ROCKFILL PLACEMENT. <br />2. CONTRACTOR TO CONSTRUCT 7' MINIMUM CEMENTED ROCKALL <br />IN EITHER COMPETENT BEDROCK OR SURFICIAL SOILS. <br />3. CONTRACTOR TO EXCAVATE PREVIOUSLY COLLAPSED <br />SHAFTS /STOPES TO APPROXIMATELY 25' BELOW FINAL SOIL <br />LINE FILL SUBGRADE SURFACE. <br />4. COMPACTION OF TOP LAYER OF COARSE SHAFT BACKFILL TO <br />BE METHOD SPECIFICATION APPROVED BY THE ENGINEER. <br />12 SHAFT STOPE REM <br />2 7 0 NTS <br />18 <br />70 <br />DIATION DET <br />A <br />FINAL SOIL LINER FILL <br />SUBGRADE SURFACE <br />OR <br />11. -ly' �. •)� ) 911 , � � _/' %1 .J .,' y� -.r r +4F1 � `.i' <br />25' MAX. / f t , w •tr= =� SELECT'..._K�— �? it n" It <br />STRUCTURAL'` <br />`G i > <br />FILL �. <br />+ '1t `' .\,''►,•. ?.� J � Wit' _. <br />` INTACT BEDROCK <br />REMEDIATION NOTES: <br />1. COMPACT SELECT STRUCTURAL FILL USING METHOD <br />SPECIFICATION APPROVED BY THE ENGINEER. <br />2. STRUCTURAL FILL MAY BE ALSO USED AS BACKFILL WHEN <br />PLACED AS COMPACTED FILL. <br />13 <br />27 <br />FINAL SOIL LINER FILL SUBGRADE <br />SURFACE OR EXISTING GROUND SURFACE <br />WHICHEVER IS LOWER <br />COARSE SHAFT BACKFILL <br />OR STRUCTURAL FILL <br />DEPENDING ON SLOT SIZE <br />2' TO 3' TYPICAL <br />(NOT TO EXCEED 4FT.) <br />OPEN MINED SLOT REMEDIATION DETAIL <br />SURFICIAL <br />SOILS <br />W SHAFT REMEDIATION DETAIL <br />NTS <br />50' MAXIMUM <br />SECOND LAYER OF UX1700HS OR EQUIVALENT GEOGRID <br />(INSTALLED APPROXIMATELY PARALLEL TO SLOPE DIRECTION) <br />SECOND LAYER OF UX1700HS OR EQUIVALENT GEOGRID — <br />(INSTALLED APPROXIMATELY PARALLEL TO SLOPE DIRECTION) <br />15' MAXIMUM <br />SURFICIAL <br />SOILS <br />1 <br />3� <br />os <br />�a <br />-OPEN MINE <br />LATERAL OR <br />INCLINE <br />FINAL SOIL <br />LINER FILL <br />SUBGRADE <br />SURFACE <br />PRIOR TO REMEDIATION <br />>_ci11411i i11T4i�11�91 <br />GEOGRID CAP <br />SEE DETAIL 18 FINAL SOIL <br />70 LINER FILL <br />SUBGRADE <br />_ SURFACE <br />r 0 <br />BLASTED CROWN PILLAR <br />5' TYP. <br />POST REMEDIATION CONFIGURATION <br />14 OPEN LATERAL REMEDIATION DETAIL <br />270j NTS <br />EXISTING GROUND SURFACE OR <br />SOIL LINER FILL SUBGRADE SURFACE — WHICHEVER IS LOWER <br />6" MINIMUM SELECT STRUCTURAL FILL <br />6" MINIMUM SELECT STRUCTURAL FILL <br />COMPACTED FOUNDATION MATERIAL <br />REMEDIATION NOTES: <br />1. CONTRACTOR TO INSTALL DIRECTION OF MAXIMUM STRENGTH FOR THE SECOND LAYER OF UX1700HS OR EQUIVALENT HS <br />GECGRID TRANSVERSE TO THE DIRECTION OF MAXIMUM STRENGTH FOR THE FIRST LAYER OF UX1700HS GEOGRID. <br />2. A THIRD GEOGRID LAYER MAY BE ADDED IN AREAS UNDER HIGH NORMAL LOAD. AREAS REQUIRING THIRD GEOGRID WILL <br />BE DETERMINED DURING REMEDIATION. <br />3. GECGRID CAP TO EXTEND MINIMUM 15 FEET BEYOND MINE WORKING LIMIT. <br />16 GEOGRID CAP INSTALLATION DETAIL TYP. <br />270 NTS <br />B 3/14/08 ISSUED FOR PERMITTING DTW <br />DTW <br />A 2/15/08 ISSUED FOR CLIENT REVIEW JFL <br />AJN <br />DISCLAIMER <br />SMITH WILLIAMS CONSULTANTS, INC. PRODUCED THE INFORMATION PRESENTED <br />ON THIS DRAWING THROUGH THE USE OF TECHNICAL INFORMATION AND <br />PRACTICAL EXPERIENCE SPECIFIC TO ITS EFFORTS. RECEIVING THIS DRAWING <br />DOES NOT GUARANTEE ANY RIGHTS TO SUCH TECHNICAL INFORMATION AND <br />PRACTICAL EXPERIENCE. ANY ALTERATION OR ADAPTATION OF THE DATA OR <br />CONTENTS OF THIS DRAWING SHALL BE AT USER'S SOLE; RISK AND WITHOUT <br />ANY LIABILITY OR LEGAL RESPONSIBILITY TO SMITH WILLIAMS CONSULTANTS, INC <br />—FINAL SOIL <br />LINER FILL <br />SUBGRADE <br />SURFACE <br />CLIENT CRIPPLE CREEK & VICTOR <br />GOLD MINING COMPANY <br />PROJECT <br />PHASE 5 VLF <br />TITLE <br />FLOWABLE FILL <br />DELIVERY <br />BOREHOLE <br />LOW COMPRESSIBILITY <br />FLOWABLE FILL <br />APP 15 2003 <br />oREG /s <br />U!� <br />cyy+d a c,= <br />UNDERGROUND WORKING REMEDIATION <br />TYPICAL DETAILS <br />sum <br />SMITH WILLIAMS CONSULTANTS, INC, <br />Englewood, Colorado Elko, Nevada <br />Phone: 303-433 -0262 Phone: 775-778 -3200 <br />DESIGNED <br />BY <br />JFL <br />SURFICb4L <br />SOILS <br />DRAWN BY <br />,'`'�ti <br />APPROVED BY <br />25' MAXIMUM SELECT <br />RMS <br />STRUCTURAL <br />FILENAME <br />\ ,'1 <br />FILL _14, <br />RAWING No <br />A270 <br />REV <br />B <br />COMPETENT <br />BEDROCK AS <br />APPROVED <br />BY ENGINEER <br />- . . INTACT BEDROCK <br />OR <br />11. -ly' �. •)� ) 911 , � � _/' %1 .J .,' y� -.r r +4F1 � `.i' <br />25' MAX. / f t , w •tr= =� SELECT'..._K�— �? it n" It <br />STRUCTURAL'` <br />`G i > <br />FILL �. <br />+ '1t `' .\,''►,•. ?.� J � Wit' _. <br />` INTACT BEDROCK <br />REMEDIATION NOTES: <br />1. COMPACT SELECT STRUCTURAL FILL USING METHOD <br />SPECIFICATION APPROVED BY THE ENGINEER. <br />2. STRUCTURAL FILL MAY BE ALSO USED AS BACKFILL WHEN <br />PLACED AS COMPACTED FILL. <br />13 <br />27 <br />FINAL SOIL LINER FILL SUBGRADE <br />SURFACE OR EXISTING GROUND SURFACE <br />WHICHEVER IS LOWER <br />COARSE SHAFT BACKFILL <br />OR STRUCTURAL FILL <br />DEPENDING ON SLOT SIZE <br />2' TO 3' TYPICAL <br />(NOT TO EXCEED 4FT.) <br />OPEN MINED SLOT REMEDIATION DETAIL <br />SURFICIAL <br />SOILS <br />W SHAFT REMEDIATION DETAIL <br />NTS <br />50' MAXIMUM <br />SECOND LAYER OF UX1700HS OR EQUIVALENT GEOGRID <br />(INSTALLED APPROXIMATELY PARALLEL TO SLOPE DIRECTION) <br />SECOND LAYER OF UX1700HS OR EQUIVALENT GEOGRID — <br />(INSTALLED APPROXIMATELY PARALLEL TO SLOPE DIRECTION) <br />15' MAXIMUM <br />SURFICIAL <br />SOILS <br />1 <br />3� <br />os <br />�a <br />-OPEN MINE <br />LATERAL OR <br />INCLINE <br />FINAL SOIL <br />LINER FILL <br />SUBGRADE <br />SURFACE <br />PRIOR TO REMEDIATION <br />>_ci11411i i11T4i�11�91 <br />GEOGRID CAP <br />SEE DETAIL 18 FINAL SOIL <br />70 LINER FILL <br />SUBGRADE <br />_ SURFACE <br />r 0 <br />BLASTED CROWN PILLAR <br />5' TYP. <br />POST REMEDIATION CONFIGURATION <br />14 OPEN LATERAL REMEDIATION DETAIL <br />270j NTS <br />EXISTING GROUND SURFACE OR <br />SOIL LINER FILL SUBGRADE SURFACE — WHICHEVER IS LOWER <br />6" MINIMUM SELECT STRUCTURAL FILL <br />6" MINIMUM SELECT STRUCTURAL FILL <br />COMPACTED FOUNDATION MATERIAL <br />REMEDIATION NOTES: <br />1. CONTRACTOR TO INSTALL DIRECTION OF MAXIMUM STRENGTH FOR THE SECOND LAYER OF UX1700HS OR EQUIVALENT HS <br />GECGRID TRANSVERSE TO THE DIRECTION OF MAXIMUM STRENGTH FOR THE FIRST LAYER OF UX1700HS GEOGRID. <br />2. A THIRD GEOGRID LAYER MAY BE ADDED IN AREAS UNDER HIGH NORMAL LOAD. AREAS REQUIRING THIRD GEOGRID WILL <br />BE DETERMINED DURING REMEDIATION. <br />3. GECGRID CAP TO EXTEND MINIMUM 15 FEET BEYOND MINE WORKING LIMIT. <br />16 GEOGRID CAP INSTALLATION DETAIL TYP. <br />270 NTS <br />B 3/14/08 ISSUED FOR PERMITTING DTW <br />DTW <br />A 2/15/08 ISSUED FOR CLIENT REVIEW JFL <br />AJN <br />DISCLAIMER <br />SMITH WILLIAMS CONSULTANTS, INC. PRODUCED THE INFORMATION PRESENTED <br />ON THIS DRAWING THROUGH THE USE OF TECHNICAL INFORMATION AND <br />PRACTICAL EXPERIENCE SPECIFIC TO ITS EFFORTS. RECEIVING THIS DRAWING <br />DOES NOT GUARANTEE ANY RIGHTS TO SUCH TECHNICAL INFORMATION AND <br />PRACTICAL EXPERIENCE. ANY ALTERATION OR ADAPTATION OF THE DATA OR <br />CONTENTS OF THIS DRAWING SHALL BE AT USER'S SOLE; RISK AND WITHOUT <br />ANY LIABILITY OR LEGAL RESPONSIBILITY TO SMITH WILLIAMS CONSULTANTS, INC <br />—FINAL SOIL <br />LINER FILL <br />SUBGRADE <br />SURFACE <br />CLIENT CRIPPLE CREEK & VICTOR <br />GOLD MINING COMPANY <br />PROJECT <br />PHASE 5 VLF <br />TITLE <br />FLOWABLE FILL <br />DELIVERY <br />BOREHOLE <br />LOW COMPRESSIBILITY <br />FLOWABLE FILL <br />APP 15 2003 <br />oREG /s <br />U!� <br />cyy+d a c,= <br />UNDERGROUND WORKING REMEDIATION <br />TYPICAL DETAILS <br />sum <br />SMITH WILLIAMS CONSULTANTS, INC, <br />Englewood, Colorado Elko, Nevada <br />Phone: 303-433 -0262 Phone: 775-778 -3200 <br />DESIGNED <br />BY <br />JFL <br />CHECKED BY <br />DTW <br />DRAWN BY <br />AJM <br />APPROVED BY <br />RMS <br />1125D111 <br />FILENAME <br />RAWING No <br />A270 <br />REV <br />B <br />