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 />
|