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I / <br /> 1 C � % `� N 36 s� 5 D�� o DH96 <br /> �� 5 74 NE CDR, SEC. 25 <br /> — _ — — — - — T 3 N, R 64 W <br /> SEC. " — o v 4760 2637.03' <br /> 64 � a l 1 l D <br /> D-v <br /> p A <br /> ti <br /> I LEGEND <br /> RECLAMATION CONTOUR TOP OF TOPSAND <br /> CEC PERMIT BOUNDARY ( 5 FOOT CONTOUR INTERVAL) <br /> (PROPOSED, 1996/1997/2002) <br /> SECTION LINE/1/4 SECTION LINE <br /> - - PROPERTY BOUNDARY (VERIFIED 2006) REMAINING CUT TO REACH FINAL RECLAMATION <br /> � EXISTING PAVED ACCESS ROAD -16 CONTOUR TOP OF TOPSAND ( 2 FOOT CONTOUR INTERVAL) <br /> (SEE FIGURE A THIS SHEET) <br /> 8j0 I °0 o p I EXISTING LIGHT DUTY ROAD OR EQUIPMENT ACCESS -- -- REMAINING FILL TO REACH FINAL RECLAMATION <br /> CONTOUR TOP OF TOPSAND ( 2 FOOT CONTOUR INTERVAL) <br /> X X X K EXISTING FENCE (SEE FIGURE A THIS SHEET) <br /> EXISTING BUILDING <br /> EXISTING POWER POLE B PIT AREA <br /> -= FINAL COVER <br /> EXISTING LIGHT POLE TOPSANDMCOVER w.� �-�- � TOPSAND <br /> Q I 2' TOPSAND <br /> \ 9 <br /> - EXISTING GROUND CONTOUR 6' SPOILS <br /> I �� EXISTING SPOT ELEVATION TOP of ASH FILL <br /> U \ aD <br /> R8.0010 <br /> �Q \ 4773.48 EXISTING "PINNED" HORIZONTAL & VERTICAL CONTROL POINT BOTTOM OF B PIT <br /> \ \ REVISED BOUNDARY REVISION TR46 2016 <br /> ® - <br /> ►- REVISED DRAINAGE CHANNEL ALIGNMENT FROM TR46 SPOILS AREA <br /> I° W� EXISTING SPOILS PILE <br /> AMW- 1' I DH96 ® EXISTING MONITORING WELL AND CONTROL POINT -�-� <br /> p 0/ 481 1 PER MA ENT EST (PLOT PLAN LOCATIONS PER KUCERA & ASSOCIATES, INC., FINAL COVER <br /> TT�E <br /> 1 I — M 1 PMMER DI CH 12/81 AND BE&K/TERRANEXT GROUND SURVEY, 1996) TOPSAND <br /> oa LFH# 1 15" TOPSAND <br /> �a�1 a ® EXISTING DOMESTIC WELL AND CONTROL POINT <br /> I ee SPOILS CUT <br /> L7 <br /> (\ FPW EXISTING FIRE PROTECTION WELL/MONITORING WELL <br /> �I AND CONTROL POINT <br /> TOPSAND PILES AREA <br /> • I — <br /> EXISTING "PINNED" SURVEY POINT LOCATION EXISTING TOPSAND PILE <br /> �\\ Area 1D <br /> (EL. 479 SUB-AREA BOUNDARY AND DESIGNATION FINAL"- 3.� "-__�-, . TOPSANDER <br /> \ (PER TECHNICAL REVISION DRAINAGE CONTROL <br /> + \ I PLAN II, NOVEMBER, 1994) TOPSAND CUT <br /> FIGURE A <br /> A a 1B \ \ f�I NOT TO SCALE <br /> ( 4799 0 <br /> a <br /> I I i ERR NEN' EAST PERIMETER-_DL.T T 1/4 R�2(EL. 811.1 ') S89'07'15"W 635.64' <br /> � 3N4 R64WC. 25 - - — I — — — — - - --= - - - - — I \ <br /> IV, B- -- <br /> ' ' T N R 64 W .� \ u s <br /> ACCESS �f <br /> SEDkMEN <br /> ® PERM�Nt _ <br /> �7911. 3 T� � I <br /> \\ L NG-T_EkM POND 2 <br /> ° \ FIR <br /> �PA, P TECTION <br /> yIL ARE <br /> W LL a <br /> EL. 4 W 12.94' LF <br /> \ 7 U? \ a <br /> Fd I s E 01. I D O <br /> 4800 _� Q 0 <br /> �r <br /> 2W <br /> �\ \ N 2E <br /> \ v/ —1 <br /> E v C_� <br /> 5 <br /> Ln <br /> D 1 <br /> 4j9p <br /> g�� ,...\ <br /> ° <br /> D2 CLinoo <br /> D <br /> 4840 1 2 D <br /> � 1 <br /> D <br /> 0 <br /> \ U\ 4820 I ! <br /> - - - — E — <br /> T 3 N, R,_64 \ N 9'09'33 2 <br /> > \� 263 25 <br /> W <br /> ' S 1/� C06,4 E� 25 —� N9°0 '35" I — — — — — 64C.IC25 <br /> _�' <br /> 1:11::kIRTY ACC <br /> l o on <br /> O <br /> 0 <br /> \\l A a <br /> \ o v \ <br /> o o <br /> 0 _ I � <br /> o � <br /> 182822.25coo G <br /> \ / / SEE PERMIT AREA'A <br /> 0 q <br /> 47 APPENDIX A-1 FOR <br /> EXTENDED BOUNDP <br /> � I � I <br /> 4830 <br /> T <br /> Q00 <br /> ° <br /> III <br /> W 1/4COR, SEC. 36 - - - - - - - - - - - - - - A °,I � E 1 4 O E 6 <br /> T 3 N, R 64 W N89'012'46"E 2630.55 N89'012'46'E i rl <br /> T 3 6 <br /> IC 1/4 COR, SEC. 36 <br /> T3N, R64W I VII ✓ I �� I r 4 <br /> I <br /> tt10 x � <br /> Vl Ili i/ - 00" <br /> 001 L loo <br /> I � <br /> )� <br /> I0 100 200 400 I i <br /> IAPPROXIMATE SCALE (FEET �� I I <br /> CONTOUR INTERVAL = 2 FEET <br /> I I, <br /> TI <br /> I I� <br /> "I I IN <br /> � I I <br /> I MI <br /> S I <br /> � I I Nip <br /> o I I �- <br /> ol I to <br /> zl I Ic) <br /> I I i <br /> I <br /> I <br /> to I I <br /> IN <br /> I <br /> I i <br /> wl DH- 122 <br /> I of <br /> o I (APPROXIMATE LOCATION) <br /> I Zi <br /> I <br /> I <br /> — — — — S89'15'57"W 2626.86' —1— .86 <br /> — — <br /> SW COR, SEC. 36 — — — — — — — — S89'15'S7"W _ _ _ _ _ 2626 ' <br /> SE COR, SEC. 36 <br /> 3N, R64 S 1/4COR, SEC. 36 — - - — - - - - -- - - <br /> — - ' T3N, R64W <br /> T3N, R64W CO <br /> REC <br /> CLIENT: COORS ENERGY CON <br /> e prober 2012 Aerial survey of m ruining <br /> the <br /> Mine was complied and triangulated on Colorado State Plane North(surface) PROJECT: RECLAMATION PLAI <br /> and reprojected to Local Mine Datum ruining the following report: <br /> PROJECT NO: COORS2016 <br /> Horizontal Repletion to Local Mine Datum <br /> Vertical Reproiection to Loral Mine Datum DRAWN BY: JGN <br /> Translation north:-1,282,156.5640 ft. Note:There is a vertical plane between the New Vertical Datum and the Local Mine Datum. REVISION: <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: <br /> Original north:1,318,616.5640 ft. X 36,498.977 - Y 36,412.435 -0.25 ft.at control point 1101 COOPER AERLAL, TUscON, AL <br /> Original east:3,280,875.3930 ft. X 40,568.000 - Y 36,460.000 1.273 ft.at control point 1103 10/02/2016 <br /> Scale factor: 1.00148829949 X 41,733.435 - Y 28,217.937 -1.834 ft.at power pole <br />