PROPOSED STOCK PILE YARD PHASE 1 SITE: MYRA FALLS MINE
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1 SITE NOT TO SCALE STOCKPILEPHGA- 00 SHEET: OF DRAWING INDEX: SHEET 2 OF 0 - NOTES SHEET 3 OF 0 - PLAN VIEW :000 SHEET 4 OF 0 - PLAN VIEW :000 WITH REFERENCE SHEET 5 OF 0 - PLAN VIEW :500 SHEET 6 OF 0 - FUEL STORAGE PAD PLAN VIEW SHEET 7 OF 0 - S G AND H SHEET 8 OF 0 - S/W FILL RETAINING WALL VIEWS, S A AND B SHEET 9 OF 0 - S C, D, AND E SHEET 0 OF 0 - F AND DETAILS, 2, 3 AND 4 SHEET OF - CONCRETE BLOCK (INTERLOCKING) WALL LAYDOWN PATTERN
2 NOTES:. REFERENCED CODES.. BC BUILDING CODE HEALTH SAFETY AND RECLAMATION CODE FOR MINES IN BRITISH COLUMBIA, BRITISH COLUMBIA MINES ACT, STRUCTURE: 2.. CONCRETE BLOCKS TO BE NO. GRADE STANDARD SIZED BLOCKS AS INDICATED IN DRAWING DETAILS ALL STEEL TO BE CSA G A STEEL UNLESS OTHERWISE NOTED ALL GALVANIZED COMPONENTS TO ADHERE TO ASTM A GEOTECHNICAL: 3.. FOUNDATION DESIGN REFERENCES THE CANADIAN FOUNDATION ENGINEERING MANUAL. SUBSURFACE INFORMATION HAS BEEN GATHERED FROM SITE OBSERVATIONS OF SOIL EXPOSURES IN EXPOSED CUTS AND MACHINE DUG TEST PITS. FIELD CONDITIONS MAY VARY FROM THOSE ENCOUNTERED. IF, UPON EXCAVATION, FIELD CONDITIONS VARY FROM THOSE ENCOUNTERED, THEN CHANGES TO THE FOUNDATION DESIGN OR INSTALLATION MAY BE REQUIRED SEE THE GEOTECHNICAL REPORT PREPARED BY ONSITE ENGINEERING LTD (OEL) FOR, COMPLETED OCTOBER 207. THE REPORT PREPARED BY OEL DETAILS COMPACTION REQUIREMENTS FOR TYPICAL EQUIPMENT SIZES AND MATERIAL TYPES, MAXIMUM SUBGRADE ELEVATION TOLERANCES, AND ACCEPTABLE MATERIAL GRADATIONS. 4. FIELD REVIEWS: 4.. A PROFESSIONAL ENGINEER OR THEIR DESIGNATE IS REQUIRED TO INSPECT THE FOLLOWING ACTIVITIES AND/OR CONSTRUCTION ELEMENTS PRIOR TO PROVIDING RECORD DRAWINGS: FOUNDATION SUBGRADE SOILS FOLLOWING EXCAVATION PREPARED SUBGRADE IMMEDIATELY PRIOR TO PLACING THE HDPE LINER AND ASSOCIATED GEOTEXTILE LAYOUT AND PLACEMENT OF GEOGRID PRIOR TO BACK FILL OTHER SITE INSPECTIONS AT THE DISCRETION OF THE PROFESSIONAL 5. INSTALLATION NOTES: 5.. NOTE THAT WHERE EXCAVATION SPECIFICATIONS ON THESE DRAWINGS CONFLICT WITH WORKSAFEBC REGULATIONS, WORKSAFEBC REGULATIONS ARE TO GOVERN CONTRACTOR MUST NOT DISTURB THE LYNX CONVEYOR FOOTINGS OR BEARING SOILS CONTRACTOR MUST NOT DISTURB FUEL TANK FOUNDATION SOILS TO PREVENT DIFFERENTIAL SETTLEMENT OF THE FUEL TANKS CONTRACTOR TO FIELD FIT CULVERT AROUND LIME SILOS TO PREVENT SILO FOUNDATION DISTURBANCE WHILE MAINTAINING MINIMUM SPECIFIED GRADE. DO NOT EXCEED MANUFACTURES BEND RADIUS SPECIFICATIONS DURING FIELD FIT ACTIVITIES. CULVERT MUST DISCHARGE INTO PRE-EXISTING CONTACT WATER DITCH RAIN GUN INSTALLATION TO BE FIELD FIT ONCE THE CONTRACTOR CONFIRMS THE LOCATION OF A SUITABLE TIE IN LOCATION AFTER INITIAL EXCAVATION HAS TAKEN PLACE THE CONSTRUCTION SITE IS AN HISTORIC MILL SITE AND DOCUMENTATION OF PRE-EXISITNG UTILITIES AND STRUCTURES IS LIMITED. CONTRACTOR TO EXPECT UNIDENTIFIED UTILITIES DURING EXCAVATION. 6. DATA COLLECTION METHODOLOGY THE DESIGN IS BASED ON FIELD INSPECTIONS AND A REVIEW BY AN OEL AND NYRSTAR REPRESENTATIVE COMBINED WITH LIDAR AND ORTHOGRAPHIC DATA PROVIDED BY NYRSTAR IN JUNE 207. NO INDEPENDENT SURVEY BY OEL WAS COMPLETED FOR THIS WORK SITE STOCKPILEPHGA- 002 SHEET: 2 OF
3 LIME SILOS LYNX CONVEYOR FUEL STORAGE FUEL BAY MILL SHOP CONVEYOR FOOTING (TYP.) MILL COARSE ORE BIN PLAN VIEW SCALE : STOCKPILEPHGA- 003 SHEET: 3 OF
4 PROPOSED 600mm HDPE CULVERT. FIELD FIT TO AVOID INTERFERENCE WITH SILOS. F 0 ELRUS 36"-42" PORTABLE BELT FEEDER OR EQUIVALENT LIME SILOS TIE TO EXISTING LYNX CRUSHER DISCHARGE HOPPER D 09 APPROXIMATE EXTENT OF CUT / FILL SLOPE A 08 LYNX CONVEYOR E 09 ELRUS 2442 JAW CRUSHER OR EQUIVALENT B 08 H C FUEL STORAGE 07 G FUEL BAY MILL SHOP APPROXIMATE LOCATION OF EXISTING POWER LINES EXISTING CONTACT WATER DITCH TO SUPER POND EXISTING ROAD EDGES FUTURE CLOSURE SPILL WAY BY OTHERS MILL COARSE ORE BIN PLAN VIEW SCALE : STOCKPILEPHGA- 0 SHEET: 4 OF EXISTING ROAD EDGES EXISTING DITCH APPROXIMATE EXTENT OF CUT/FILL SLOPE
5 WP0 FRENCH DRAIN WP3 TORO TG0 RAIN GUN MOUNTED ON 8m UTILITY POLE WP2 2.8m WP4 SLOPE -9% 4m 600mm HDPE CULVERT APPROXIMATE CONVEYOR FOOTING LOCATION 42.0m WP6 53.0m WP2 WP5 23.m WP9 WP ELEVATIONS SHOWN HAVE AN ARBITRARY DATUM AND SHOULD ONLY BE USED TO ESTABLISH RELATIVE ELEVATION FOR CONSTRUCTION PURPOSES. ELEVATIONS ARE AT FINISHED GRADE. PROPOSED CONCRETE BLOCK (INTERLOCKING) WALL WP 33.6m FUEL STORAGE PAD. SEE SHEET 6 FOR DETAILS. *WORKPOINTS AT CULVERT ARE LOCATED AT THE CULVERT INVERTS. WP N E ELEV WP WP WP WP WP *WP WP WP WP WP DUST CONTROL RADIUS (R=40 TYP.) WORK POINT AND DRAINAGE PLAN VIEW SCALE : STOCKPILEPHGA- 005 SHEET: 5 OF EXISTING DITCH
6 .20m MINIMUM CLEARANCE WP2 (INTERLOCKING) TIE-BACK 9.20m PROPOSED CONCRETE BLOCK (INTERLOCKING) WALL 3m 3m HIGH ROCK FENCE, DESIGN BY OTHERS (GEOBRUGG RIGID POST 00KJ OR APPROVED EQUIVALENT) WP EXISTING FUEL STORAGE TANKS 6.75m 5m FUEL STORAGE PAD PLAN VIEW SCALE : STOCKPILEPHGA- 006 SHEET: 6 OF
7 3m HIGH ROCK FENCE, DESIGN BY OTHERS HDPE LINER. SEE DETAIL ON SHEET 0. HDPE LINER ANCHOR. SEE DETAIL 3 ON SHEET 0. FRENCH DRAIN (INTERLOCKING) TIE-BACK (NOT IN PLANE) EXISTING FUEL STORAGE TANK (INTERLOCKING) WALL (INTERLOCKING) WING WALL (NOT IN PLANE) G FUEL TANK WALL 3m HIGH ROCK FENCE.5 (INTERLOCKING) WALL EXISTING FUEL STORAGE TANKS H FUEL TANK WALL PROFILE STOCKPILEPHGA- 007 SHEET: 7 OF DESIGNED FINISHED SURFACE HDPE LINER OF EXCAVATION ARMTEC 7XT GEOGRID (OR APPROVED EQUIVALENT)
8 3402 ARMTEC 7XT GEOGRID. GEOGRID TO EXTEND 3m BEHIND WALL. BACKFILL WITH COMPACTED COMMON FILL TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. (INTERLOCKING) WALL ACCESS ROAD 0.50m HDPE LINER. SEE DETAIL ON SHEET 0. HDPE LINER ANCHOR. SEE DETAIL 3 ON SHEET m FRENCH DRAIN. SEE DETAIL 2 ON SHEET 0. (BY OTHERS) A NORTH WEST WALL (INTERLOCKING) WALL.5 HDPE LINER. SEE DETAIL ON SHEET 0. HDPE LINER ANCHOR. SEE DETAIL 3 ON SHEET 0. FRENCH DRAIN. SEE DETAIL 2 ON SHEET 0. ACCESS ROAD (BY OTHERS) B FRENCH DRAIN 3402 (INTERLOCKING) WALL (NOT IN PLANE) BACKFILL AND COMPACT EVENLY AROUND POST IN MAXIMUM 0.5m DEEP LIFTS COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. MATERIAL WITHIN 0.5m OF THE POST MUST BE SAND. COAT ALL STEEL WITH BITUMINOUS PAINT PRIOR TO BACKFILLING. **COMPACTED COMMON FILL LYNX CONVEYOR STRUT FILL DETAIL ELEVATION VIEW SCALE : m.5 EXISTING GROUND LYNX CONVEYOR FOOTING (NOT IN PLANE), ELEVATION APPROXIMATE BACKFILL AND COMPACT EVENLY AROUND POST IN MAXIMUM 0.5m DEEP LIFTS COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. MATERIAL WITHIN 0.5m OF THE POST MUST BE SAND. COAT ALL STEEL WITH BITUMINOUS PAINT PRIOR TO BACKFILLING. HIGH ROW OF BLOCKS MAY BE REQUIRED ALONG TOE OF FILL TO MAINTAIN MAINTENANCE ROAD ACCESS LYNX CONVEYOR FOOTING APPROXIMATE LOCATION m (INTERLOCKING) WALL (NOT IN PLANE) LYNX CONVEYOR STRUT FILL DETAIL PROFILE VIEW SCALE : **COMPACTED COMMON FILL STOCKPILEPHGA- 008 SHEET: 8 OF DESIGNED FINISHED SURFACE HDPE LINER OF EXCAVATION ARMTEC 7XT GEOGRID (OR APPROVED EQUIVALENT)
9 **COMPACTED COMMON FILL ARMTEC 7XT GEOGRID. GEOGRID TO EXTEND 3m BEHIND WALL. BACKFILL WITH COMPACTED COMMON FILL TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. (INTERLOCKING) WALL HDPE LINER ANCHOR. SEE DETAIL 3 ON SHEET 0. HDPE LINER. SEE DETAIL ON SHEET 0..5 FRENCH DRAIN. SEE DETAIL 2 ON SHEET 0. C SOUTH WEST WALL FRENCH DRAIN. SEE DETAIL 2 ON SHEET 0. CULVERT INLET. SEE DETAIL 4 ON SHEET 0. PROPOSED ROAD RUNNING SURFACE.5 SLOPE MIN. -2% 600mm HDPE CULVERT, ADS N-2 WT OR APPROVED EQUIVALENT 3388 COMPACTED LEVELLING COURSE (MIN. 0.5m DEEP) (BY OTHERS) OUTLET TO BE FIELD FIT TO ACHIEVE MINIMUM 2% SLOPE AND NOT TO INTERFERE WITH LIME SILOS D CULVERT PROFILE FINISHED ROAD SURFACE SLOPE -9% **COMPACTED COMMON FILL GRANULAR FILL TO BE COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. E ROAD PROFILE STOCKPILEPHGA- 009 SHEET: 9 OF DESIGNED FINISHED SURFACE HDPE LINER OF EXCAVATION ARMTEC 7XT GEOGRID (OR APPROVED EQUIVALENT)
10 3397 FRENCH DRAIN. SEE DETAIL 2 ON THIS SHEET. 4m 0.65m 3395 HDPE LINER. SEE DETAIL ON THIS SHEET. MIN. 0.5m 0.77m HDPE LINER ANCHOR. SEE DETAIL 2 ON THIS SHEET. NILEX 60mil HDPE LINER OR APPROVED EQUIVALENT STOCK PILE RUNNING SURFACE 0.3m ARMTEC 40 NON-WOVEN GEOTEXTILE OR APPROVED EQUIVALENT COMPACTED ROAD FILL 0.3m COMPACTED ROAD FILL F ROAD SCALE : FILL WITH " TO 6" ROCK 2m m NILEX 60mil HDPE LINER OR APPROVED EQUIVALENT. SEE DETAIL ON THIS SHEET FOR INSTALLATION DETAILS. ROAD OR COMMON FILL 90% PARENT MATERIAL COMPACTION (TYP.). **COMPACTED COMMON FILL GRANULAR FILL TO BE COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. WELL **COMPACTED SAND ARMTEC 40 NON-WOVEN GEOTEXTILE OR APPROVED EQUIVALENT 0.5m WELL **COMPACTED SAND ARMTEC 40 NON-WOVEN GEOTEXTILE OR APPROVED EQUIVALENT NILEX 60mil HDPE LINER OR APPROVED EQUIVALENT. SEE DETAIL ON THIS SHEET FOR INSTALLATION DETAILS. DETAIL 08 HDPE LINER INSTALLATION SCALE : m m COMMON FILL BERM STOCK PILE RUNNING SURFACE FRENCH DRAIN DETAIL 2 8/9 FRENCH DRAIN SCALE : NILEX HDPE LINER ANCHOR OR APPROVED EQUIVALENT MINIMUM COVER 0.3m ROAD RUNNING SURFACE MIN. 0.5m DEEP **COMPACTED COMMON FILL 0.46m NILEX 60mil HDPE LINER OR APPROVED EQUIVALENT. SEE DETAIL ON THIS SHEET FOR INSTALLATION DETAILS. 600mm HDPE CULVERT NILEX HDPE LINER ANCHOR OR APPROVED EQUIVALENT **COMPACTED COMMON FILL DETAIL 3 08 BERM ANCHOR SCALE : WELL **COMPACTED SAND ARMTEC 40 NON-WOVEN GEOTEXTILE OR APPROVED EQUIVALENT WELL **COMPACTED SAND DETAIL ARMTEC 40 NON-WOVEN GEOTEXTILE OR APPROVED EQUIVALENT 4 09 CULVERT INLET SCALE : COMPACTED LEVELLING COURSE MIN. 0.5m DEEP STOCKPILEPHGA- 00 SHEET: 0 OF DESIGNED FINISHED SURFACE HDPE LINER ARMTEC 40 GEOTEXTILE (OR APPROVED EQUIVALENT) OF EXCAVATION
11 2.75m 2.75m NOTE: FINISH OFF ENDS OF WALL USING HALF SIZE CONCRETE BLOCKS (INTERLOCKING). QTY. 2 REQUIRED FOR THIS LAYER. 42m 42m CONCRETE BLOCK (INTERLOCKING) WALL LAYER (BASE LAYER) PLAN VIEW SCALE : CONCRETE BLOCK (INTERLOCKING) WALL LAYER 2 PLAN VIEW SCALE : m 2.75m NOTE: FINISH OFF ENDS OF WALL USING HALF SIZE CONCRETE BLOCKS (INTERLOCKING). QTY. 2 REQUIRED FOR THIS LAYER. 42m 42m CONCRETE BLOCK (INTERLOCKING) WALL LAYER 3 PLAN VIEW SCALE :00 CONCRETE BLOCK (INTERLOCKING) WALL LAYER 4 (TOP LAYER) PLAN VIEW SCALE : STOCKPILEPHGA- 0 SHEET: OF
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