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LEGEND : ...
<br /> PROPOSED PERMIT BOUNDARY
<br /> SLURRY WALL ALIGNMENT CIVIL R E S O U R C E S
<br /> PROPOSED MINE LIMIT
<br /> 8308 COLORADO BLVD
<br /> 574 PROPOSED MAJOR CONTOUR SUITE 200
<br /> PROPOSED MINOR CONTOUR FIRESTONE, CO 80504303.833.1416
<br /> EXISTING BARBED WIRE FENCE W W W.CIVILRESOURCES.COM
<br /> -
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<br /> - - -S d �ILTATIONPOND 9$' MIN EXISTING EASEMENT
<br /> iTO KARBOWSKI TOPSOIL 40,900 CY
<br /> FRESH WATERPOND
<br /> Ji SECTION LINESTRUCTURE FILL 655,OOOCYTOPSOIL� 20,200 CY
<br /> ;a f— a i y� iMINE LIMIT
<br /> 61
<br /> O PROPERTY LINEiiiaiTIME) ari i
<br /> FILL 402,000 CY 35' MIN. i (ONLY HALF OPEN AT A EXISTING RIGHT OF W AY
<br /> PROPOSED CONVEYOR MONARCH MOUNTAIN M&Ai $2 _ ii _ ii aaTi
<br /> a a i i i i a
<br /> - -----C ,.� — — — — - - - - - - - - - - - - - - - - —
<br /> :. _ - _ — - - -_ EXISTING GAS LINE
<br /> 40 00 _ �0 5' -- - - � CONCOURSE PKWY SUITE 190
<br /> - - J 45 0 0+00 I I 35+00 40+00 45+00 \ 50+00 55+00 — �I ,
<br /> — — — — I— _�
<br /> EXISTING WATER LINE ATLANTA, GA 30328
<br /> v j I- �-+-- -F T I v E - - - v -
<br /> 720.289-5584 (p)
<br /> — — PROPOSED ACCESS ROAD ERIC LEIGH
<br /> 30' MIN. I I + + I START UNDERDRAIN - SFFFFFFFF�11rFir
<br /> EE DETAIL + EXISTING DIRT ROAD
<br /> v
<br /> FLOOD PLANE
<br /> EIL 30'
<br /> --El EXISTING BURIED ELECTRICAL
<br /> 30' MIIN -
<br /> MINE LIMIT I 5T MIN MINE
<br /> \ TO SLURRY WALL ' m LIMIT FROM DCP 50' - EXISTING OVERHEAD ELECTRICAL
<br /> GAS LINE _ _ -_ _
<br /> i
<br /> CELL 4- RECLAIM AT 3:1 SLOPE o I o LU
<br /> PROPERTY LINE �Sx SLURRY WALL LENGTH z 9,042 LF o+ + EXISTING FIBER OPTIC 0
<br /> OQ - TOPSOIL NEEDED 17,400 CY I CELL 3 - RECLAIM AT 3:1 SLOPE rr
<br /> I I SLURRY WALL LENGTH z 8,782 LF � I—I 1� 0
<br /> r TOPSOIL NEEDED 16,900 CY I WATERWAY
<br /> \� o PROPOSED UNDERDRAIN W iU Q
<br /> I
<br /> I \ MONITORING WELLS J O
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<br /> ® ELECTRICAL BOX a' 0
<br /> A V��\�,� \ �• I �
<br /> OVERHEAD ELECTRIC PALE
<br /> 2 SECT/ON L/NE
<br /> DISCHARGE TO ( �. _ >
<br /> MANHOLE kp -.
<br /> ,f W
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<br /> = I - w
<br /> 30+00
<br /> v \ _ END SLOTTED PIPE M
<br /> SECT/ON L/NE PROPERTY L/NE C; ^- J \ \ �� % �>�� t ? _,. START SOLID PIPE I o I I I L�
<br /> -100
<br /> START UNDERDRAIN
<br /> - SEE DETAIL t' I o 0
<br /> _
<br /> r j 1� �`G��(— 1, 1 \ \ = % _✓ - END UNDERDRAIN
<br /> - DISCHARGE TO \ CELL 2B - RECLAIM AT 3:1 SLOPE
<br /> UNNAMED SLOUGH \I\\ ��\ SLURRY WALL LENGTH ~ 7,036 LF I 4, 0.00'
<br /> - --
<br /> - �_ A A•�
<br /> � TOPSOIL NEEDED z 14,000 CY aoo o !
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<br /> l ��U mu
<br /> u 0+00 . . k� 53+93 50+00
<br /> Q� o
<br /> v + REVISIONS
<br /> DATE
<br /> 1 ! - NO DESCRIPTION
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<br /> + �
<br /> 4720 �� r o i1 CELL 2 - RECLAIM AT 3:1 SLOPE
<br /> o+ o I SLURRY WALL LENGTH z 7,041 LF CELL 1 - RECLAIM AT 3:1 SLOPE
<br /> + II I o TOPSOIL NEEDED z 13,600 CY �1 I SLURRY WALL LENGTH 5,392 LF
<br /> I
<br /> 40+00 III + TOPSOIL NEEDED 10,400 CY o
<br /> + o
<br /> o
<br /> - I IN
<br /> MINE LIMIT O
<br /> ADD 12"OF TOP SOIL AND
<br /> TO SLURRY WALL oo I°
<br /> RESEED DISTURBED AREAS ` , 1 + Ln
<br /> Ln
<br /> ABOVE THE HIGH WATER LINE
<br /> WITH APPROVED SEED MIX / i I'
<br /> ' I ( o
<br /> 1
<br /> EXISTING SLURRY WALL MAXIMUM WATER (� o
<br /> 30' SURFACE ELEVATION 7`�\ III I y\ o
<br /> 69' FROM
<br /> �I
<br /> IT
<br /> I. oo
<br /> IF
<br /> = - 1 MI T
<br /> 0+00
<br /> FLO/D PLAN TO P GNE LAS IMIT r II � ).1(x- � o
<br /> - V 60+00 65+010 — — 30' MIN
<br /> i
<br /> — — I — TO S URRY
<br /> MINE LIMIT
<br /> MINE SLOPE
<br /> T
<br /> , L
<br /> 1 — — — - 21' SLURRY WALL
<br /> WALL TO
<br /> AKA GAS LINE
<br /> DESIGNED BY: BLH DATE: 10/9/2024
<br /> _ SECT/ON LINE DRAWN BY: KR SCALERS NOTED
<br /> RECEIVED- ` CHECKED BY: BLH AS NOTED
<br /> EXISTING GRADE
<br /> A JOB NO.:
<br /> IIIII-I � I ITI OCTtr �oL`t DWG NAME:EX-CS-MINE PLAN AND REC P'
<br /> 14.0'-20.0' 60.0' ICI 11=l t
<br /> SLURRY WALIL PLATFORM OSHA SAFE SLOPE/STABILIZATION Colorado Division Of Reclamation,
<br /> Mining and Safety
<br /> N LOCATING TAPE RECLAM
<br /> 30.0' --yi BACKFILL COMPACTED TO 95%OF ATIO N
<br /> a BEDROCK 10 0 STANDARD MDD PER ASTM D698.
<br /> VARIES
<br /> _ TYPICAL SECTION - RECLAMATION SLOPE 1 TRACING WIRE Weld County-Areas South of County Road68Mix PLAN
<br /> 3' MINE/RECLAMATION 6" PERFORATED PIPE Western Wheatgrass(Arriba,Barton,Rosana)2.50 Ibs pis/acre MAP
<br /> P
<br /> LL SLOPE (SUBMITTAL REQUIRED) Blue Grama(Hachital,Lovington)1.50 Ibs pls/acre A
<br /> a
<br /> V-4" Sidecats Grama(Vaughn,Butte,Niner,El Reno,Haskell)2.25 Ibs plslacre
<br /> FUTURE SLURRY WALL #8 ROCK APPROVED BY ENGINEER AND Smooth Brome(Lincoln,Manchar)2.00 Ibs plslacre
<br /> DELIVERED BY OWNER. Sand dropseed 0.25lbs pls/acre
<br /> 6" PVC UNDERIDRAIN Perennial Ryegrass(Calibra or Garibaldi tetraploid)0.75 Ibs pis/acre SHEET:
<br /> 1-4" Slender Wheatgrass(Pryor,Revenue or San Luis)2.50 Ibs pis/acre
<br /> A UNDERDRAIN TRIENCH DETAIL g TYPICAL HORIZONTAL PIPE LOCATION DETAIL Alkaligrass(Fults II,Salton Sea)1.251bs pis/acre i
<br /> Switchgrass(Nebraska 28,Blackwell)1.00 Ibs pls/acreF—
<br /> Total:14.00 pound pls/acre
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