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-48 3.0 <br />799 1 <br />) <br />5 <br />x 4814. \ <br />x 48 4.3 <br />I <br />N 1,3 000 <br />I <br />\ 4808.6 <br />4808.9 <br />.47333 <br />475p .4 <br />479 6 x 4 9 f.7 x 4787.5 x 4785.7 j <br />-4787 5 <br />x 4777 <br />48 8 1\ <br />x 4791.4 <br />x 4791.8 <br />x4799.8 \ <br />x4%69_3 x4 89.6 <br />x 4794.1 Qy L <br />t <br />C <br />x 4793.5 1795( <br />�. x 488.5 <br />> x4]91.2 �- <br />x 4789.3 <br />� I � <br />X478 .2 <br />9fi xa 13A <br />x 4811. x 4787.9 <br />47220 <br />x4788,6 > <br />I x 4009.2 <br />813.7 x4795 <br />f, . <br />Ix <br />4809.8 0° <br />I <br />a D <br />x4813] I <br />I . <br />C� I x 1 .2 <br />x48,7.1 .0 x, 09.2 <br />N 1,31 ,000 N <br />N 6 x 110 <br />I \/I 4e1o.a RD za .7 <br />L <br />48 0.8 87. <br />w`J 0 <br />X48158 I �� <br />.i 1 - <br />° 4109 <br />20 4 <br />x 4617.4 ". -- <br />.I4 <br />', A 1 _ <br />1 i CCC..... <br />4813.0 j 1 '.;! - - 7957 <br />a1s, x 1. �(Ei 4 <br />\ v4a• I. � <br />Area1B- - <br />\ I +301 � � t.a <br />Ivv I � I <br />x4815.9 ''8U L,0 <br />N 1,31 000 <br />w: <br />W 114 COR, EC. 25 - - - - - (EL_ 11.1 I') I - 8 ' 7' - I <br />{� II N <br />T3N, R64W <br />I 4802. I t 4 <br />s <br />.0 <br />\ <br />t xnJ 5f <br />48 <br />\ VR21.? x48 1 x4811.4 <br />1 X 1 w i <br />I (EL. 4 12.94'} - - -,J <br />J ` I J <br />4811 11 9 <br />x012.9 <br />I' -X 49113.z <br />I Q 14&15.9 1 <br />\ I i � <br />I � <br />i I <br />f zw <br />I' /1'4R221 <br />x 4761.6 <br />N 1/4 S 5 DH96 NE COR, SEC. 25 <br />64 W 5 7 ------ - - - - -- <br />- - - - -- .T 3 N, R 64 W <br />- -- - -- - <br />- - - - - - 2637.03' ''0B I <br />I <br />-4771.4 x 476].9 I 4763.1 <br />I I <br />x1465.8 762A 1 <br />o <br />X4770.3 � I <br />I s 4763 X4762.9 <br />I <br />u 4762.5 <br />I <br />X4771.4 x476y.4 I <br />§4762.7 x 4771 02 t � , V X I <br />l/ I <br />47 LEGEND <br />RECLAMATION CONTOUR TOP OF TOPSAND <br />x47 3.4 47 .611 CEC PERMIT BOUNDARY ( 5 FOOT CONTOUR INTERVAL) <br />I (PROPOSED, 1996/1997/2002) <br />1 SECTION LINE /1/4 SECTION LINE <br />X4771.6 4796.2 I t -6 � PROPERTY BOUNDARY (VERIFIED 2006) REMAINING CUT TO REACH FINAL RECLAMATION <br />- CONTOUR TOP OF TOPSAND ( 2 FOOT CONTOUR INTERVAL) <br />EXISTING PAVED ACCESS ROAD _ (SEE FIGURE A THIS SHEET) <br />EXISTING LIGHT DUTY ROAD OR EQUIPMENT ACCESS REMAINING FILL TO REACH FINAL RECLAMATION <br />4s�9 CONTOUR TOP OF TOPSAND ( 2 FOOT CONTOUR INTERVAL) <br />x4 79 .' o ° it EXISTING FENCE (SEE FIGURE A THIS SHEET) <br />1 x4>]iS <br />I ,`I EXISTING BUILDING <br />B PIT AREA <br />I ® EXISTING POWER POLE _ FINAL COVER <br />0 100 200 400 I BOTTOM OF - - < -✓ TOPSAND <br />x a7nsl EXISTING LIGHT POLE TOPSAND COVE <br />IIIIIII - ' - - - -� 2' TOPSAND <br />APPROXIMATE <br />CONTOUR SCALE INTERVAL = 2 FEET <br />x 4 I A,'115 EXISTING GROUND CONTOUR 6' SPOILS <br />I � <br />EXISTING SPOT ELEVATION TOP OF ASH FILL 2 <br />o <br />° x483.9 I x <br />I <br />BOTTOM OF B PIT--/0 <br />IT 47615 <br />X47857 i x.v.9010 EXISTING "PINNED" HORIZONTAL & VERTICAL CONTROL POINT <br />{ 4773.41 <br />X4784.0 I <br />x 4738.9 ppp <br />v §]88.6 x 478 0 � I � \\ <br />SPOILS AREA G5.7 <br />x 4787.9 x 4837 AN/W -1 EXISTING SPOILS PILE x4766. <br />It <br />x4'11.4" I DH96 ® EXISTING MONITORING WELL AND CONTROL POINT FINAL COVER <br />P MA NT WEST (PLOT PLAN LOCATIONS PER KUCERA & ASSOCIATES, INC., _ TOPSAND <br />P MET R DI CH 12/81 AND BE &K /TERRANEXT GROUND SURVEY, 1996) 15° TOPSAND 1105 <br />4� O 4766.66 <br />EXISTING DOMESTIC WELL AND CONTROL POINT x4769.3 <br />o 61,p4 I LFH,� 1® SPOILS CUT <br />4712.2 <br />,� \\ <br />11 fib. -� �_ .._ �na30.o I FPVV <br />� <br />� ® EXISTING FIRE PROTECTION WELL /MONITORING WELL <br />x 4768.2 <br />X14 AND CONTROL POINT <br />' TOPSAND PILES AREA <br />EXISTING TOPSAND PILE <br />\ EXISTING "PINNED" SURVEY POINT LOCATION <br />x4782.6 FI FINAL COVER <br />\i of Area 1D SUB -AREA BOUNDARY AND DESIGNATION _ TOPSAND <br />(PER TECHNICAL REVISION DRAINAGE CONTROL TOPSAND CUT Q <br />J <br />if PLAN II, NOVEMBER, 1994) <br />FIGURE A <br />NOT TO SCALE <br />RV 4771.0 <br />x14]80.9 x g]A.4 x 4 %T -3 4775.8 % <br />DI x4]73.5 x 0 4794.5 I <br />E 1114 x COR, SEC. 51 <br />\ \ 9 <br />„ a ,' RMA NT , <br />477x.2 <br />26 .64' i 4az.4' <br />00.0 x 4777.3 <br />\ R 64 W -� J <br />x 47 s.D x.7 a <br />\ 'x4800.6 <br />V <br />48001a Z vl PERMANFN <br />°ENT <br />x 47]2.4 <br />SED <br />x 1RDO. �,__p�� OTECTI N I <br />D 2 EL x <br />NG- ;i8% <br />4 9 W x475.2 <br />° xaT x4 %]4.3 x x17 .4 <br />S <br />X 4]9.6 \I ^ i„4 4779.4 <br />, 8, � <br />a x 495.8 \ <br />%93.6 <br />.1 <br />x4779.2 q <br />II x 490.3 84.2 <br />(�( h'f a� x r. A T/A.2 <br />x40 4B 4906.0 ` .a 474 x1773.5 x 775. x`A 78 LF f{ I x4783,5 © O <br />]798 x 82.2 <br />/ N 110 10\ 1 / DO x478. x47 2 <br />EL. 801. a BD s i I c W�L <br />x48 / � '' x 480 <br />V x 4779.5 <br />t •\ x4813. 44833 x411.4 <br />x - q 4781.1 !1 a %81.6 <br />x 4+ 'x38D2 x 81.4 U x i 4780.8 <br />6 2 / o t, �I D x <br />Mo <br />iZn N7B <br />x471. �1�t1y <br />x 4]43 <br />2 x ar /B2� ip <br />+ \I x4 776.9 � i ] 2 c X4 ,4 <br />i" (J 2E �^-^ i x483.4 A <br />\ ��``11 <br />..x49].6 x493.6 2 •] \91 \ -\�•- �� \ \i�� <br />?] ?.6 <br />�\ <br />4' E5. x 79;8 <br />x ]88.1 <br />I 1x�ns x4957 6s , / J x483.& i1: , <br />%4823.2 1 ` \ \ ....�"��� ! '� <br />\ __ 07 <br />Ir, vu x. � X49,. ��� //J 49944 - <br />st <br />825.4 I1 E r I <br />4830. I <br />I -1801 5 5 4791.0 x 4789.2 <br />x 4825. I x 47924 x �, p I 4783.0 if <br />x 4]89.7 om 1W 2 1 <br />I I a I _ <br />x alas. <br />x483,.4 I <br />6 <br />4 30.1 <br />x 4]93.2 x 4785.2 ~ <br />I ° <br />OI 11x:1 D1 x 4790.9 e3e& I 1 3, <br />x491.9 1 x <br />1�3 <br />z 485.0 ` x 4759. <br />I <br />x4 O I I 8 4]87. w�h <br />k. I EI x11,0 <br />4813.2 x469.2 .2 479.5 x <br />/ J x 4826. I x <br />NO <br />x 4810.2 <br />x451,.6 <br />4 .5 4790.4 <br />10.5 <br />N 1,314,000 8.2 D2 x 4811.0 x 48104 I x \ e I Q <br />4 83.3 <br />x4916 x <br />x483Z2 x a.1 x4824.6 _ '� ---" -� <br />X4 #1.4 <br />O x 4an.2 <br />I ° x413.2 <br />I 3 x102 "qa 8.9 � !FI <br />0 <br />23.9 x18,5.4 TOPSANID <br />I x 4813.6 81 B. 80.9 <br />PILES X9949 N <br />\ X 4815.0 .5 x 4793 <br />. I i' s\ \ ;0 8 x 483. Ih, <br />x961 `v.2 x48 6 \ \ e <br />x48 2.6 I ` ®D3 � x41 2.4 Xa ,,., <br />09.8 <br />x 4s3.D a -0� <br />X815.1 x 480 .8 ^ G <br />x 4819.1 D x4899'5 x 481. I V.0 8 478 .2 1 D ❑ <br />I . o <br />x 4838 x 48 5 x 4805.5 � 1784.9 I <br />\ I x 16.2 4]85.2 I]83 s g e JB3.3 ° O <br />x 4809.0 x481 %t x48,4.4 \ X\18q0 O <br />41 I <br />I <br />1 <br />0 , S C. - -- - 4829.3 -- - -- - - - -- - - -- - - -- - - -- -- -�- T -- - - -- - - �1�.8i37 - - - -- - - - -- -- <br />` �'• O 4 0 <br />1 <br />_ 15.8 x4816. N 9 °0 '35 "E 2 X 783.9 \ p? 64 <br />- .- ` N, 64 W x N 9 °09'35" X4ezzs 2634 25 X4822,5 - - - - S 1 �N COR, 64 W 25 �l /7d 47 <br />I >`4.B21,0 <43 9 U � Q 14784.8 \ <br />I � X4811.0 x 4791 q V <br />x4837.1 x4816.5 x 4784.9 x470 3 x J .3 x49.2 <br />X 478 . <br />O <br />x 4 O 4754s x 4819.5 <br />4836.8 I x4814.4 x484. x <br />1,313,000 %8,5.2 x4782 <br />x4836.1 l� - I x478 .8 I <br />\ I v x4 .3 <br />'1 x 484.6 <br />x48133 ' I (� _.._ <br />� x <br />825 4822.1 x 8 4787.0 <br />x44 <br />o <br />x4787.3 <br />IL n ®4809.9 8x x x4]86.3 x467.0 <br />4818.3 I '4>86�2 x 4786.6 <br />x 483.1.4 <br />R. x <br />1.'1842.0 It" x 4635.2 D 4 � x 79 .9 • Q <br />u4 ..9 I O ° ^ \ 4824:1 4821.6 I x 4613.2 4786.4 x 47 5. x789.4 <br />/u! \ O xhi89.] n x <br />/) tl x 4787.2 (('� CLIx 4786.1 <br />9 5.2 <br />x48 .3 <br />X 4826.1 u 482 .e <br />Ox 463'x. I x 49.1 <br />x4817.3 x478 <br />x 4791.2 • <br />I x 4787,7 x 4789,0© <br />x 453215 � � * ' ♦ ° <br />x 4839 -6 <br />x 4836.3 -�1R /\ _ x 4827.6 <br />� 48 .9 x 4 6.9 4837.1 x 48x 2 U e ®182225 I ` -�/ I x792.9 (� 8.5 U X7822 r <br />.� x 4y28 �- V O <br />X4836.0 <br />/1 x 1797.9 Q <br />4836.6 x 4789.1 <br />0 `��- . x47 .1 x478 3 ' <br />O x 25.9 (' <br />O {Y <br />x4 x I xq]99. <br />829.4 :. <br />Cr <br />o I o o Ln SEE PERMIT AREA MAP, r <br />x 16132 x4636.4 4834 6 / - � � I^ APPENDIX A -1 FOR <br />- 4835.3 / (` °' I EXTENDED BOUNDARY <br />w <br />V1 <br />485 <br />33 <br />2 18141 80 / xq]Eg6 <br />x4 D8 x484.9 . <br />x ',x4801.6 1 ^� 4794.0 x497 \ <br />O I I I 1 <br />.4 32.3 8 u 4790.5 <br />8 2 j(� I 038.9 <br />18 <br />x5,. jjl I I ea9 54D.D X <br />xMB31.8 48 r1�1 <br />>V] V 8 r. 4790 .e <br />4796.0 ° \ < 47912 <br />x 4851. I I <br />fl <br />5 D u 6935 4_ <br />x 4am.4 � f� <br />ps�x O i 1 6 NII i•I < <br />485 x 43.8 x 4791.7 O .47913 <br />x 485 .e x4858.9 55.4 1 x46- c I x4821.5 X47 0 ,49002 x4 %99.P <br />�f�I IIiI I x .5 >4797.9 <br />x <br />848.0 I 40 I V v ®4828.01 4u99.,D ° <br />.q ° I 806.0 e ° <br />I x4845.1 <br />_ _ s <br />99.7 <br />x 4855. 1 - I 48260 x 480 �. <br />120 X 801 <br />I \ \\ <br />x 537 I <br />° x4823.4 �I .3 <br />41.0 <br />� 1 ' ' ' '1 -111 � � I I I �I� \% �) � �, � 5 ` D o� • o <br />f IIIl'i x493.2 <br />I <br />` xM1 0.6 "r- 'L y 3 1 N� I t 7 \ x4815. <br />0 x4B3 12 <br />x48102 x181 v. 4801.2 I 3 11.3 <br />x4004.3 I Q <br />I „ -1. Il:il Elul 1' lct; 1 IIIIIf I II I �I { I� .�I n M !II I� I I X aaz3s e13.b <br />I Q I <br />O O O <br />O O O 0 CD <br />r 0 cr0 I o 18,1.0 0 - Q E 1 4 0 E 6 <br />N N I - - 3 <br />r <br />W 1/4 COR, SEC. 36 - -- ------------------ „-- - - - --� --- - - - - -- ----- - - - -01 - -- ------- - - - - -- - - -- - -- - 6 <br />-- - - - - -- <br />N89 °012'46 E 2630.55' 1 ) IC 1/4 CDR, SEC. 36 i N89 °012'46 'E 4 4106.11 <br />x 978 <br />T 3N, R64W I w w w IT3N, R64W w 17.3 X49061 1 a E <br />I \\ p o x4 .3 l I^ <br />4809.5 <br />®1110 I <br />485212 4798.9 <br />00 1 I /j� L0 r <br />I I I <br />S89 012'46 "W i 5259.48' <br />I I I <br />I I I <br />�T11 I I <br />{I I IV- <br />�I IN <br />NI I <br />i I I <br />I I I <br />I (0 I <br />i C6 <br />NI I <br />I I rn I L1J <br />o I <br />Ln N I 0 <br />OI I I O <br />c) I O <br />Zi i Cf) <br />I I I <br />I I I <br />I I I <br />I I I <br />I I I <br />I I I <br />I I I <br />to I <br />to I I <br />LO I <br />N <br />I DH -122 I 119P <br />I ® I o° q>� <br />o I (APPROXIMATE LOCATION) a �` <br />I oI I <br />I zl I <br />I I I <br />I I I <br />I I <br />I I I <br />I I I <br />I I I <br />I I I <br />I I I <br />I I I <br />S89'15'57 "W 2626.86' I - S89'15'57"W- 2626.86' _ _ 1 SE COR, SEC. 36 <br />-------------- <br />------ - - - -- <br />----------------------- <br />- - - - - -- T 3 N, R 64 W <br />SW COR, SEC. 36 ------- ------------- - - - - -- S 1 4 COR, SEC. 36 <br />T3N, 864 T3 N, R64W <br />The October 2012 Aerial survey of Keensburg Mine was complied and triangulated on Colorado State Plane North (surface) <br />and and reprojected to Local Mine Datum usining the following report: <br />Horizontal Repoiection to Local Mine Datum: Vertical Reprojection to Local Mine Datum: <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 ft to match Local Mine Datum. REFERENCE: <br />Rotation: 0 °01'39.45" X 36,620.749 - Y 28,971.406 -3.834 ft, at power pole COOPER AERIAL, TUSCON, AZ. <br />Origina north: 1,318,616.5640 ft. X 36,498.977 - Y 36,412.435 -0.25 ft. at control point 1101 10/03/12 <br />Original east: 3,280,875.3930 ft. X 40,568.000 - Y 36,460.000 1.273 ft. at control point 1103 <br />Scale factor: 1.00148829949 X 41,733,435 - Y 28,217.937 -1.834 ft. at power pole <br />APPENDIX 0-1 1 <br />COORS ENERGY COMPANY <br />RECLAMATION CONTOUR AND <br />DRAINAGE PLAN MAP <br />CLIENT: COORS ENERGY COMPANY KEENESBURG, COLORADO <br />PROJECT: RECLAMATION PLAN <br />PROJECT NO: COORS2011 <br />DATE COMPLETED: 01/2013 <br />DRAWN BY: JGN LGP <br />APPROVED BY: CJA <br />DWG NAME: PERMIT_Q1- 2012 - REV -SP.dw <br />AMERICAN <br />ENVIRONMENTAL <br />AECCONSULTING, LLC. <br />-123- <br />