i N 114i4� , S 5 D 0 DH96 NE COR, SEC. 25
<br /> `T3 R64W — 57 — - - — - - - - - T3N, R64W
<br /> - — -
<br /> - 2637.03' — I
<br /> SEC.T 64
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<br /> ~���� A' � Q � I LEGEND
<br /> rO \ _ I \` - RECLAMATION CONTOUR TOP OF TOPSAND
<br /> \ CEC PERMIT BOUNDARY 5OPOSED, 1996/1997/2002)FOOT CONTOUR INTERVAL)
<br /> PR
<br /> ° SECTION LINE/1/4 SECTION LINE
<br /> a i s e PROPERTY BOUNDARY (VERIFIED 2006) REMAINING CUT TO REACH FINAL RECLAMATION
<br /> f EXISTING PAVED ACCESS ROAD -16 CONTOUR TOP OF TOPSAND ( 2 FOOT CONTOUR INTERVAL)
<br /> �� (SEE FIGURE A THIS SHEET)
<br /> p
<br /> R�IO o 0 EXISTING LIGHT DUTY ROAD OR EQUIPMENT ACCESS REMAINING FILL TO REACH FINAL RECLAMATION
<br /> ` _ CONTOUR TOP OF TOPSAND ( 2 FOOT CONTOUR INTERVAL)
<br /> —� EXISTING FENCE (SEE FIGURE A THIS SHEET)
<br /> \\ \ I D Q EXISTING BUILDING
<br /> EXISTING POWER POLE B PIT AREA
<br /> ......�_nm.�Y...-�.�.,:._.�:�.:._. � �, TOPSAND
<br /> N 4810 \—� I BOTTOM OF /— FINAL COVER
<br /> EXISTING LIGHT POLE TOPSAND COVER a� 2' TOPSAND
<br /> I \ 9 a
<br /> o° o 4006 EXISTING GROUND CONTOUR 6' SPOILS
<br /> f 1 Fj
<br /> 0 190 I *47840 EXISTING SPOT ELEVATION TOP OF ASH FILL
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<br /> I 47".4e EXISTING "PINNED" HORIZONTAL & VERTICAL CONTROL POINT BOTTOM OF B PIT
<br /> REVISED BOUNDARY REVISION TR46 2016
<br /> N I '` �� SPOILS AREA
<br /> I AMW- 1 EXISTING SPOILS PILE
<br /> \ /
<br /> EXISTING MONITORING WELL AND CONTROL POINT
<br /> Q " wJ I DH96 ® FINAL COVER
<br /> °J 4s) 1 -_--- P MA�NT1uVEST (PLOT PLAN LOCATIONS PER KUCERA & ASSOCIATES, INC., TOPSAND
<br /> P METER DITCH 12/81 AND BE&K/TERRANEXT GROUND SURVEY, 1996)
<br /> MW- 1 rh 15" TOPSAND 01111115,66I ❑ \ G `o GYroa LFH
<br /> 1 ® EXISTING DOMESTIC WELL AND CONTROL POINT SPOILS CUT --\ \
<br /> a7e2z
<br /> FP W
<br /> EXISTING FIRE PROTECTION WELL/MONITORING WELL
<br /> AND CONTROL POINT
<br /> TOPSAND PILES AREA
<br /> ® (EL, 810.72') �\ \ I EXISTING TOPSAND PILE
<br /> lit Ia ® EXISTING "PINNED" SURVEY POINT LOCATION
<br /> FINAL COVER
<br /> I Area 1D SUB-AREA BOUNDARY AND DESIGNATION TOPSAND
<br /> (EL. 479��r1 ' \ (PEER TECHNICAL REVISION DRAINAGE CONTROL
<br /> L Q C \ I , NOVEMBER, 1994) TOPSAND CUT a
<br /> FIGURE A
<br /> NOT TO SCALE
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<br /> Area
<br /> DILL 1 - ---
<br /> \ ( I Io a a E 1/4 C 2
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<br /> - PEIMANE EAST PERIMET--R 1
<br /> (EL. 81 DJ — I
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<br /> SEC. 2 — — — — — ; — — — — — 35
<br /> T 3 N, }� 64 W �\ N 9°091-5' \ 263 25 S 1/4 COR, SE . 25 ( ' �l, 64
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<br /> 47 APPENDIX A-1 FOR
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<br /> — — — — — — — — — — °—,— — — — — — — — —
<br /> W 1 4 COR, SEC. 36 2630.55 — — — — — — — — — — — � — — — — — — — — — —
<br /> T 3 N, R 64 W I N89 012 46 'E I T 114 RO 64 EC. 36
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<br /> II (::) Mining&Safety
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<br /> —! — — — — — — — —' --- __-- — — — — — — 2626_86' -- — -- i SE COR, SEC. 36 APPENDIX Q-1
<br /> S89'15'S7"W 2626.86' — — __ ___ _� — — — —
<br /> S89°15'57'W T 3 N, R 64 W
<br /> SW COR, SEC. 36 4—- -- —_ .— _._._ — � __-. -- — — — — � _._ ____ — --
<br /> T 3 N, R 64 S T 3/� R 6OR,4SWC. 36 COORS ENERGY COMPANY
<br /> RECLAMATION CONTOUR AND
<br /> DRAINAGE PLAN MAP
<br /> CLIENT: COORS ENERGY COMPANY KEENESBURG, COLORADO
<br /> PROJECT: RECLAMATION PLAN
<br /> The October ed to Aerial survey of m ruining
<br /> the
<br /> Mine was complied and triangulated on Colorado State Plane North(surface) PROJECT NO: COORS2016 DATE COMPLETED: 11 2016
<br /> and reprojected to Local Mine Datum ruining the following report:
<br /> DRAWN BY: JGN APPROVED BY: CJA
<br /> Horizontal Repletion to Local Mine Datum: Vertical Reproiection to Local Mine Datum
<br /> REVISION: DWG NAME: PERMIT_Ql-2016 REP TECH REV 46.dw
<br /> Translation north:-1,282,156.5640 ft. Note:There is a vertical plane between the New Vertical Datum and the Local Mine Datum.
<br /> Translation east:-3,240,307.3930 ft. The following points where best fit to match Local Mine Datum.
<br /> Rotation:0°01'39.45" X 36,620.749 - Y 28,971.406 -3.834 ft.at power pole REFERENCE: AMERICAN
<br /> COOPER AERIAL., TUSCON, AZ.Original north: 1,318,616.5640 ft. X 36,498.977 - Y 36,412.435 -0.25 ft.at control point 1101 10/02/2016 ENVIRONMENTAL
<br /> Original east:3,280,875,3930 ft. X 40,568.000 - Y 36,460.000 1.273 ft.at control point 1103 CONSULTING,LLC.
<br /> Scale factor: 1.00148829949 X 41,733.435 - Y 28,217.937 -1.834 ft.at power pole
<br />
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