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OVERBURDEN REMOVED FOR <br />2e� LANDSCAPE CONSTRUCTION OF PLANT AND BERMS <br />BERM (TYP.) <br />CONSTRUCTION PHASE 8 a <br />0 <br />00 <br />SCALE IN FEET <br />a o <br />� 1 <br />PASTURES _ <br />GRASS` <br />ate. CR 54-G% <br />D � <br />0 LANDSCAPE <br />BERM (TYP.) DEWATERING <br />E SUMP <br />ACCESS ROAD <br />� STORMWATER <br />RETENTION POND <br />� PHASE 2 <br />IV <br />0 400 <br />SCALE IN FEET <br />PHASE I <br />CONCRETE <br />BATCH PLANT <br />- LANDSCAPE <br />BERM (TYP.) <br />WATER <br />MANAGEMENT <br />POND <br />ACCESS <br />ROAD <br />LANDSCAPE <br />BERM (TYP.) <br />NOTES <br />LOCATION MAP <br />NOT TO SCALE <br />_--------_--_------ APPROXIMATELY 25 ACRES OF MINING PER PHASE <br />----------------- - <br />ROUGHLY 2 STAGES PER PHASE, 12.5 ACRES EACH <br />ACCESS ROAD <br />STORMWATER APPROXIMATELY 25 ACRES OF DISTURBANCE AT ANY ONE TIME: <br />RETENTION POND 12.5 ACRES ACTIVE MINING AREA <br />12.5 ACRES UNDER RECLAMATION <br />ALL POWER POLES WILL HAVE A 50' SETBACK <br />!V <br />CONCRETE MIXER TRUCKS, RECYCLED CONCRETE HAULERS AND <br />0 400 DELIVERY TRUCKS WILL TRAVEL ALONG THE PAVED ACCESS ROAD. <br />SCALE IN FEET WHEEL LOADERS AND ARTICULATED HAULERS (WHEN CONVEYORS <br />IN MAINTENANCE) WILL BE USED ON THE SITE AT THE KNOX PIT <br />ACTIVE MINING AREAS AND iN THE BATCH PLANT YARD. <br />TceeOnn A oV <br />GENERAL EXCAVATION PLAN <br />(NOT TO SCALE) <br />GROWTH MEDIA <br />ALLUVIUM <br />RISER - <br />PIPE <br />PERFORATED <br />DRAIN PIPE <br />DRAIN <br />SAND <br />- Q c -r Ac 0 C n I luocn <br />LINER KEY <br />GENERAL BACKFILL <br />GROWTH <br />MEDIA <br />REQUIRED COMPACTED BACKFILL <br />PIT LINER (6" -12" LIFTS) <br />(LOW -PERMEABILITY BARRIER) <br />1 GENERAL BACKFILL DETAIL <br />2 (NOT TO SCALE) <br />NOTE: <br />TO BE PLACED AROUND PERIMETER OF PIT <br />LEGEND NOTES <br />Phase 1 <br />Years 1-2 <br />Phase 2 <br />Years 3-4 <br />Totals <br />Years 1-4 <br />Phase 3 <br />Years 5-6 <br />Totals <br />Years 1-6 <br />Phase 4 <br />Years 7-8 <br />Totals <br />Years 1-8 <br />Phase 5 <br />Years 9-10 <br />Totals <br />Years 1-10 <br />Alluvium (Cu. Yd.) <br />441,838 <br />439,986 <br />881,824 <br />441,178 <br />1,323,002 <br />440,706 <br />1,763,708 <br />286,576 <br />2,050,284.70 <br />Mining (Cu. Yd.) <br />569,473 <br />640,546 <br />1,210,019 <br />609,092 <br />1,819,111 <br />508,834 <br />2,327,945 <br />345,446 <br />2,673,390.34 <br />Overburden (Cu. Yd.) <br />127,635 <br />200,560 <br />328,195 <br />167,914 <br />496,108 <br />68,128 <br />564,236 <br />58,869 <br />623,105.64 <br />Alluvium (tons) <br />696,022 <br />693,105 <br />1,389,127 <br />694,982 <br />2,084,110 <br />6941239 <br />2,778,349 <br />451,440 <br />3,229,788.88 <br />15% of Alluvium <br />(tons) <br />104,403 <br />103,966 <br />208,369 <br />104,247 <br />312,616 <br />104,136 <br />416,752 <br />67,716 <br />484,468.33 <br />Fines (Cu. Yd.) <br />72,903 <br />72,598 <br />145,501 <br />72,794 <br />218,295 <br />72,716 <br />291,012 <br />47,285 <br />338,296.98 <br />Total Backfill (Cu. Yd.) <br />200,538 <br />273,157 <br />473,696 <br />240,708 <br />714,404 <br />140,845 <br />855,248 <br />106,154 <br />961,402.62 <br />TceeOnn A oV <br />GENERAL EXCAVATION PLAN <br />(NOT TO SCALE) <br />GROWTH MEDIA <br />ALLUVIUM <br />RISER - <br />PIPE <br />PERFORATED <br />DRAIN PIPE <br />DRAIN <br />SAND <br />- Q c -r Ac 0 C n I luocn <br />LINER KEY <br />GENERAL BACKFILL <br />GROWTH <br />MEDIA <br />REQUIRED COMPACTED BACKFILL <br />PIT LINER (6" -12" LIFTS) <br />(LOW -PERMEABILITY BARRIER) <br />1 GENERAL BACKFILL DETAIL <br />2 (NOT TO SCALE) <br />NOTE: <br />TO BE PLACED AROUND PERIMETER OF PIT <br />LEGEND NOTES <br /># <br />EXISTING CONTOURS <br />- - ----- - <br />(1 FT INTERVAL) <br />P <br />RECLAMATION CONTOURS <br />SUBMITTAL 1 <br />(2FT INTERVAL) <br />ST <br />MAIN CONVEYOR <br />KJB <br />SUPPLEMENTAL CONVEYOR <br />® <br />CRUSHER/CONVEYOR FEED <br />DEWATERING LINE <br />DEWATERING TRENCH <br />(TEMPORARY) <br />- • • - • • - PERIMETER DRAIN <br />Q <br />DEWATERING SUMP <br />tM <br />STORMWATER PASSTHROUGH <br />u= <br />LANDSCAPING <br />LANDSCAPE BERM <br />>� <br />SECONDARY ACCESS <br />(GRAVEL) <br />PAVED SURFACE <br />PERSONNEL DOOR <br />r <br />STRIPPED <br />I <br />OVERBURDEN AREA <br />OVERBURDEN STOCKPILE <br />REVISIONS <br /># <br />DESCRIPTION <br />360100 <br />TASK NUMBER <br />P <br />© <br />SUBMITTAL 1 <br />8/14/17 <br />ST <br />WLN <br />KJB <br />tio�►E�A�n <br />READY MIX <br />CONCREYE <br />DATE <br />9/5/2017 <br />PROJECT <br />360100 <br />TASK NUMBER <br />- <br />DRAWN BY <br />ST <br />PROJECT <br />ENGINEER <br />WLN <br />CHECKED BY <br />KJB <br />LOVELAND READY -MIX <br />EXHIBIT C <br />MINE PLAN <br />M-2017-036 <br />SHEET NUMBER: <br />REVISION NUMBER. <br />2 <br />PREPARED BY. <br />TELESTO <br />SOLUTIONS • I NCO RPO RATED <br />PREPARED FOR: <br />tio�►E�A�n <br />READY MIX <br />CONCREYE <br />RECEIVED <br />