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5 <br /> FINAL SOIL LINER FILL A38 <br /> SUBGRADE SURFACE <br /> FINAL SOIL LINER FILL FINAL SOIL LINER FILL <br /> FINAL SOIL LINER FILL SUBGRADE SURFACE GEOGRID CAP SUBGRADE SURFACE <br /> SUBGRADE SURFACE SEE D AIL FINAL SOIL LINER FILL <br /> STRUCTURAL FILL AS REQUIRED TO -- — SUBGRADE SURFACE <br /> ACHIEVE SOIL LINER FILL ELEVATION 15' MAXIMUM SURFlCIAL SOILS \'- ----T13 <br /> � OR <br /> 1SURFlCIALSOILS <br /> COMPACTED STRUCTURAL <br /> 7' MINIMUM CEMENTED 25' MAXIMUM FILL COMPETENT <br /> ROCKFILL .5H:1V MINIMUM BEDROCK AS <br /> APPROVED BY <br /> 3' MINIMUM CONCRETE ENGINEER 50' MAXIMUM TED CROWN <br /> PWG COMPETENT R <br /> BEDROCK AS <br /> APPROVED BY FLOWABLE FILL <br /> COARSE ENGINEER INTACT CROWN DELIVERY BOREHOLE <br /> SHAFT BEDROCK PILLAR <br /> BACKFILL COMPACTED TOP <br /> LAYER <br /> �� L <br /> ( 1 1SHAFT/STOPE REMEDIATION DETAIL OR OPEN MINE LATERAL 5' � <br /> OR INCLINE LOW COMPRESSIBILITY <br /> A38 FLOWABLE FILL <br /> SHAFT/STOPE REMEDIATION NOTES: <br /> 1. ROCK SURFACE WITHIN SHAFT SHALL BE SCALED TO REMOVE SURFlCIAL <br /> LOOSE MATERIAL PRIOR TO CONCRETE PLUG AND CEMENTED SOILS <br /> ROCKFILL PLACEMENT. SELECT <br /> STRUCTURAL PRIOR TO REMEDIATION POST REMEDIATION CONFIGURATION <br /> 2. CONTRACTOR TO CONSTRUCT 7' MINIMUM CEMENTED ROCKALL 25' MAXIMUM FILL <br /> IN EITHER COMPETENT BEDROCK OR SURFlCIAL SOILS. 3 _OPEN LATERAL REMEDIATION DETAIL <br /> 3. CONTRACTOR TO EXCAVATE PREVIOUSLY COLLAPSED A38 <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 INTACT <br /> BE METHOD SPECIFICATION APPROVED BY THE ENGINEER. BEDROCK <br /> EXISTING GROUND SURFACE OR SOIL LINER FILL <br /> 2 SHALLOW SHAFT REMEDIATION DETAIL SUBGRADE SURFACE — WHICHEVER IS LOWER <br /> A38 FIRST LAYER OF UX1700HS OR EQUIVALENT <br /> GEOGRID (INSTALLED APPROXAMATELY 6" MINIMUM SELECT STRUCTURAL FILL <br /> SHALLOW SHAFT REMEDIATION NOTES: PARALLEL TO SLOPE DIRECTION) <br /> 1. COMPACT SELECT STRUCTURAL FILL USING METHOD SPECIFICATION 6" MINIMUM SELECT STRUCTURAL FILL <br /> APPROVED BY THE ENGINEER. FIRST LAYER OF UX1700HS OR EQUIVALENT <br /> a GEOGRID (INSTALLED APPROXAMATELY f 6" MINIMUM SELECT STRUCTURAL FILL <br /> 2. SELECT STRUCTURAL FILL MAY BE REPLACED WITH STRUCTRUAL FILL PARALLEL TO SLOPE DIRECTION) <br /> PER THE PROJECT SPECIFICATIONS. <br /> w <br /> COMPACTED FOUNDATION MATERIAL <br /> 5 5 GEOGRID CAP INSTALLATION DETAIL (TYP.) <br /> FINAL SOIL LINER FILL SUBGRADE <br /> A38 SURFACE OR EXISTING GROUND A38 <br /> SURFACE WHICHEVER IS LOWER <br /> - --- <br /> ------ - --------------- GEOGRID CAP INSTALLATION NOTES: <br /> --- - <br /> 1. CONTRACTOR TO INSTALL DIRECTION OF MAXIMUM STRENGTH FOR THE <br /> _--- — SECOND LAYER OF UX1700HS OR EQUIVALENT HIS GEOGRID TRANSVERSE TO <br /> 3 --- '— --- THE DIRECTION OF MAXIMUM STRENGTH FOR THE FIRST LAYER OF <br /> i <br /> UX1700HS GEOGRID. <br /> 0 <br /> a T <br /> 2. A THIRD GEOGRID LAYER MAY BE ADDED IN AREAS UNDER HIGH NORMAL <br /> i LOAD. AREAS REQUIRING THIRD GEOGRID WILL BE DETERMIN3D DURING �••••• j:*"•. <br /> COARSE SHAFT BACKFILL OR STRUCTURAL REMEDIATION. <br /> FILL D E ENDING ON SLOT SIZE (BY 3. GEOGRID CAP TO EXTEND MINIMUM 15 FEET BEYOND MINE WORKING LIMIT. •Q757 <br /> O <br /> N • �i <br /> a O <br /> ONA1.� <br /> N APP DISCLAIMER CLIENT CRIPPLE CREEK & VICTOR <br /> 0 2' TO 3' TYPICAL JNM NEWFIELDS PRODUCED THE INFORMATION PRESENTED •N ewFields GOLD MINING COMPANY <br /> o (NOT TO EXCEED 4') CHECKED BY: ON THIS DRAWING THROUGH THE USE OF AVAILABLE PROJECT <br /> o JNM TECHNICAL INFORMATION AND EXPERIENCE. SQUAW GULCH VLF PHASE 2 <br /> 4 OPEN MINED SLOT REMEDIATION DETAIL RIGHTS T THIS DRAWING DOES NOT GUARANTEE ANY <br /> .. DESIGNED ar: RIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR <br /> JHP EXPERIENCE. ANY MODIFICATION OR ADAPTATION OF TITLE FlUPIAME <br /> o A38 0 9-12-201E ISSUED FOR CUENT REVIEW JHP INN THE DATA OR DRAWING SHALL BE AT USER'S RISK UNDERGROUND WORKING REMEDIATION 0106.027.016D <br /> a DRAWN BY: AND WITHOUT ANY LIABILITY OR LEGAL TYPICAL DETAILS DRAWING NO. REVISION <br /> ate' REV DATE DESCRIPTION TECH ENG JHP RESPONSIBILITY TO NEWFIELDS. A38 0 <br />