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2024-10-28_REVISION - M2022009 (2)
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2024-10-28_REVISION - M2022009 (2)
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Entry Properties
Last modified
10/29/2024 8:47:38 AM
Creation date
10/29/2024 8:39:23 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2022009
IBM Index Class Name
Revision
Doc Date
10/28/2024
Doc Name Note
Map C-5 Mining Planing Map
Doc Name
Request for Technical Revision
From
Monarch Mountain Minerals and Aggregates,LLC
To
DRMS
Type & Sequence
TR2
Email Name
JPL
JLE
Media Type
M
Archive
No
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I <br /> I 60.0' WCR 44 <br /> EXISTING ROW LEGEND : <br /> BK 8 PG 110 2/16/1898 <br /> PROPOSED PERMIT BOUNDARY <br /> I <br /> FRESH WATER POND - 1 PHASE 1 — SLURRY WALL ALIGNMENT CIVIL R E S O U R C E S <br /> PERMIT BOUNDA�2 ( ) <br /> MINE ENT E AG 397,200 CY (60% RECOVERY) — — PROPOSED MINE LIMIT <br /> N 40018'15. �I OB 24,728 CY FRESH WATER POND (PHASE 5) 8308 COLORADO BLVD <br /> W 104048'4 2'2" 0.8 YEARS AG 286,700 CY (60% RECOVERY) 5�, PROPOSED MAJOR CONTOUR SUITE 200 <br /> EDGE OF CDOT PERMIT} 423063 SILTATION POND(PHASE 1) <br /> PAVEMENT ACCESS GATE OB 46,800 CY FIRESTONE CO 80504 <br /> APPROX 40' FROM AG 826,300 CY (60% 0.6 YEARS PROPOSED MINOR CONTOUR 303.833.1416 <br /> SH-60 ROW RRECOVERY) <br /> WWW.CIVILRESOURCES.COM <br /> STATE - - - _ - - - - _ DRYING AND SCREENING- SOB 130,600 CY EXISTING BARBED WIRE FENCE <br /> HIGHWAY 60 BUILDING - - - <br /> _- - — — — _ _ - -.. 1.7 YEARS <br /> F )1 \ / EXISTING EDGE OF PAVEMENT1 60 , <br /> l r t <br /> � � � � PARKING <br /> -ROW B 537 �'Z�\ � � � <br /> I � I I i I � AREA � - ��I —i � 95' MIN � - I I _ EXISTING EASEMENT <br /> \ PG 632 - TO KARBOWSKI <br /> SURGE PILE- „ <br /> STRUCTURE <br /> l SECTION LINE <br /> �---- I i, <br /> IN MIN. <br /> \ �/ A � ;� .�,�y ..��"`\11` ' ALE <br /> MINE LIMIT 'r ( f ' — — — — — — EXISTING RIGHT OF WAY <br /> \�\ SCALE HOUSE / TO PROPERTY LINE II <br /> -- �/ COLLECTION <br /> PROPOSED CONVEYOR <br /> MONARCH MOUNTAIN M&4 <br /> l— \ — —�1— o\�\VA AREA PLAN 52' E <br /> I r TSITE ��- /� { I� <br /> _ \ I— — � - - - - - - - - - — \I _ EXISTING GAS LINE <br /> - - - - - �� - - � � - ti-- - �� � �ro _ {� � � �` , i� - y - - - - - - - __ - 5CONCOURSEPKWY, SUITE1900 <br /> \ r — — } -- " - - — ` — — -- — — — — — I - EXISTING WATER LINE ATLANTA, GA 30328 <br /> \ \\ i - — — 1.- — <br /> \ PROPOSED ACCESS ROAD 72 ERIC LEIGH(p) <br /> -5584 EXISTING DIRT ROAD <br /> START UNDERDRAIN -SEE DETAIL <br /> PROPOSED FLOOD PLANE <br /> - - r CONVEYOR ALIG MENT �-- - - - <br /> ' 30' <br /> AND ACCESS RO D <br /> " 30' MIN I i�r�,,.� 5 - - - - - - - EXISTING BURIED ELECTRICAL <br /> MINE LIMIT �� �������f�///�� LEI , <br /> \ ,-TO SLURRY'WALL / //�� �� /� LIMIT FROMIDCP �, I I 5o, ��H - EXISTING OVERHEAD ELECTRICAL <br /> I I <br /> l , Gas LINE CELL 4 (PHASE 6) W <br /> 1 AG 3,554,700 CY <br /> - Fo - - --- EXISTING FIBER OPTIC H O <br /> PROPERTY L/NE / , � ` l ry1�� <br /> \/\ OB 285,600 CY I I CELL 3 (PHASE 5) EDGE of — . <br /> 7.1 YEARS I WATERWAY Q Q <br /> I AG 6 587 500 CY I f cRAVEL ROAD J <br /> OB 296,400 CY PROPOSED UNDERDRAIN U <br /> \�\�\ �\ SECT/ON Lu F--I <br /> \� 13.2 YEARS INE <br /> \ WELL MONITORING WELLS <br /> MAROON BELLS [� <br /> WELL PAD Q <br /> I ® ELECTRICAL BOX O <br /> \ Q U <br /> OVERHEAD ELECTRIC POLE <br /> A, A \ \ \ <br /> - w._. <br /> �AV\ I z <br /> \\ DISCHARGE TO /� EDGE OF j SECT/ON L/NE ~ <br /> MANHOLE / GRAVEL ROAD Z <br /> \,' � -ACCESS ROAD ®\ <br /> � -WCR - - - - - W Z <br /> - - <br /> v 25.5 - - - - - - <br /> tj <br /> um <br /> \ roo" <br /> EX BUILDINGS TO BE � � / - O <br /> � j / IBERMS ALONG CELLS 1 AND 2N ra UTILIZED AS SITES �, I / I �� Z V <br /> WILL NOT EXCEED 8'TALL <br /> OFFICE <br /> PIPE I I L.L 7 'I <br /> > PROPERTY L/NE START SOLID PIPE <br /> 4 SECTION LINE III I I --� <br /> _ _ � _ <br /> START UNDERDRAIN I I <br /> III i W <br /> /,CRAW 1,1 C \ _ % '�. - - SEE DETAIL I - - I O LL <br /> r <br /> DISCHARGE TO \ f' <br /> UNNAMED SLOUGH \ \ \I\ III CELL 2 (PHASE 3) 1 <br /> \ \ \� CELL 2B (PHASE 4) III AG 3,469,2001 CY f ;I <br /> 1 \J \� o o Q ��A` i <br /> _ A — AG 1,589,800 CY LIB_ <br /> -,= \ I I OB 215,600 CY <br /> \� v _ � �, _A : \ _ `� OB 230 000 CY II' <br /> C l \ -�� �� - <br /> r 1 6.9 YEARS { I REVISIONS <br /> �\' 3.2 YEARS � I <br /> IL <br /> NO DESCRIPTION DATE <br /> �1 nU�t 1,. , N� <br /> CELL 1 (PHASE <br /> 4720 AG 2,113,600 CY II <br /> OB 50,900 CY <br /> ( >i 4 YEARS <br /> 30' MIN <br /> \ y L MINE LIMIT � I <br /> III TO SLURRY WALL { j <br /> 30' <br /> 69' FROM <br /> 3 SLURRY WALL100 OD PLA TO MI LIMIT <br /> DCP GAS LINE <br /> MINE SLOPE 1 ; \ /N I 1 i l \ 30' MIN <br /> FLO AR <br /> #- - - -� MINE LIMIT <br /> _ - - - T Y - - <br /> O SLURRY <br /> _ 21' SLURRY WALL <br /> WALL TO <br /> AKA GAS LINE <br /> _ - DESIGNED BY: BLH DATE: 10/9/2024 <br /> SECTION LINE � �1 DRAWN BY: KR SCALEAS NOTED <br /> CHECKED BY: BLH AS NOTED <br /> JOB NO.: <br /> DWG NAME:EX-CS-MINE PLAN AND REC PLAN <br /> BEDROCK NORTH <br /> RECEIVED <br /> TYPICAL SECTION - MINING SLOPE 2°° 4°° <br /> NOT TO SCALE <br /> IN FEET MINING P LA N <br /> OCT 2 8 2024 <br /> z MAP <br /> Colorado Division of Reclamation, <br /> Mining and Safety <br /> R <br /> a <br /> m <br /> R <br /> SHEET: <br /> a <br /> C- 5 <br /> U <br /> W <br /> 3 <br /> O <br /> co <br /> g <br /> Z <br /> 22 <br /> O <br /> Q <br />
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