|
x 4787.1
<br />x4783.3 47 891 6 N 1/4', S 5 C c> P ° DH96 NE COR, SEC. 25
<br />3 N, R 64 W D 5 7 - - - - - - - - - - - - - - - - - - - - - - - - - .T 3 N, R 64 W
<br />-- - -- - -- - --
<br />-
<br />-
<br />- 0750 - - - - - -- 2637.03' 308
<br />- - - - - -- 1
<br />_ - x+47829 4]]3.5 4]69.] O
<br />O
<br />915 Ka. x 4783.1 x
<br />4]85.8 47818 1 J
<br />l�
<br />4613.6 479 ti x
<br />4J .7 x4]8].5 /1 O I x 4763.3 x 4]61.9
<br />4 9 3 I
<br />x O
<br />4]]7.0 x4]]0,3 I
<br />3. 4770 1 x47635 ^ O x47629
<br />0 S \V
<br />7903 x4]628 I
<br />48105 4]85. 1 ° I
<br />x 48!4.3 x x47714 x 476�,h
<br />479 4]712
<br />I
<br />8 <x 8 "9'' 725 1 LEGEND RECLAMATION CONTOUR TOP OF TOPSAND
<br />I ( 5 FOOT CONTOUR INTERVAL)
<br />x 4799 8
<br />4791.8 I CEC PERMIT BOUNDARY (PROPOSED, 1996/1997/2002)
<br />1 ,
<br />N 1,3 000 x17693 1x4767. ---- - - - - -- SECTION LINE /1/4 SECTION LINE
<br />4
<br />I 649 x949 O 47896 I - - - - -'- PROPERTY BOUNDARY (VERIFIED 2006) REMAINING CUT TO REACH FINAL RECLAMATION
<br />a C CONTOUR TOP OF TOPSAND ( 2 FOOT CONTOUR INTERVAL)
<br />1 4813.2 X4793.5 4]95.6 4796.2 x4771.6 I EXISTING PAVED ACCESS ROAD -16, (SEE FIGURE A THIS SHEET)
<br />EXISTING LIGHT DUTY ROAD OR EQUIPMENT ACCESS - ='' -- REMAINING FILL TO REACH FINAL RECLAMATION
<br />x480 &6 �,° x4788,5 �`9O -
<br />x 4808.9 \ °
<br />84, x 4791.2 1
<br />- "" CONTOUR TOP OF TOPSAND ( 2 FOOT CONTOUR INTERVAL)
<br />D 1
<br />08091 1 x 4769.3 I EXISTING FENCE (SEE FIGURE A THIS SHEET)
<br />x
<br />4791,2
<br />418].2
<br />813 4793,1 EXISTING BUILDING
<br />',.., 4800.6 x X 4809.® 4787.9 fin/ 4787.6 x4771,5 B PIT AREA
<br />I 48105 U x
<br />9 EXISTING POWER POLE
<br />i 81 0 6, •
<br />FINAL COVER
<br />1 BOTTOM OF TOPSAND
<br />0 626 4709.5 1 EXISTING LIGHT POLE TOPSAND COVER 2' TOPSAND
<br />p y C x
<br />4815.9 1 00 2 400
<br />1 x48092 x4]7151
<br />036 9 x a APPROxIMA S 1 hr .71b EXISTING GROUND CONTOUR
<br />I x ° 6' SPOILS
<br />4]95.6 x7909 �o CONTO R I ER L 2 EET �--�
<br />4815,1 I
<br />x I 481 7 C• 0 4784.1
<br />%8082 \ o x e4 .0 TOP OF ASH FILL
<br />EXISTING SPOT ELEVATION
<br />° x A�eo I BOTTOM OF B PIT--/'lo
<br />07.9 /A{�9p \ 47913 o x4783.9 I a.V.8610 EXISTING "PINNED" HORIZONTAL & VERTICAL CONTROL POINT
<br />%4813,7 x 4767.5
<br />4773.46
<br />C(�4811 x
<br />x4]85.]
<br />x4817.1
<br />8692 8819 I SPOILS AREA
<br />N 1,31 1092. N ;''2 (`�',\ /� EXISTING SPOILS PILE
<br />N I x 4]89,0 4764.1 AMW 1
<br />u H1X 48030 HH.6 1 ® EXISTING MONITORING WELL AND CONTROL POINT to N I 4011.8 61, \, DH96 (PLOT PLAN LOCATIONS PER KUCERA & ASSOCIATES, INC., FINAL
<br />x 47837 47664
<br />L0 410,8 x4807.7 48079 4797,9 x47814 1 12/81 AND BE &K /TERRANEXT GROUND SURVEY, 1996)
<br />4at 41 P MA NT EST 16,° TOPSAND
<br />4 .3/ - -.y... ___... , LFH� 1® EXISTING DOMESTIC WELL AND CONTROL POINT SPOILS CUT 1105
<br />o \ P MET R DI CH
<br />,, ,f q 4788.86
<br />x4815.8 1 � /� 4J I O x °7693
<br />/ _ �a7822
<br />4810. AVV I���' 1' g Q i I FPw ® EXISTING FIRE PROTECTION WELL /MONITORING WELL
<br />10.9
<br />476].9
<br />q 79a� AND CONTROL POINT TOPSAND PILES AREA
<br />x 4817,4 r
<br />I x 47. 6 I
<br />x4762.2
<br />317794 ® EXISTING "PINNED" SURVEY POINT LOCATION EXISTING TOPSAND PILE
<br />f
<br />I 2�� FINAL COVER
<br />aa15i -.n 'a 3.3 810.72') 1 4 `- ('. "�'t -r^°,I I -' \ '� :/1 \, r Area 1D SUB -AREA BOUNDARY AND DESIGNATION --- --•-�� TOPSAND
<br />1 ( LJ 2 y .. / �/ o (PER TECHNICAL REVISION DRAINAGE CONTROL
<br />481 L.e
<br />4813'00 I V11 AI; /� �.� 7 4182.6 o I PLAN II, NOVEMBER, 1994) TOPSAND CUT
<br />Y I (E 47 5.4 4791x. FIGURE A C�
<br />2 2 I
<br />4817,2 NOT TO SCALE
<br />1 -�� � � 4790. 4]81.6 1
<br />x4813.2 i 2 ]8 9 4]03,2 I d 4771,) __1 4769.1
<br />x
<br />�773 4]]3.9
<br />��1 crd
<br />015.5 16.6 ' 1 ��\ 4778.8 c I 4771.0
<br />x Area 1B /- _ /-''\\ 91
<br />\ "� ` D .14780.9 x4779.4 %M17732 x 470.8 x
<br />x x47725 47]13 4775.2 x 4]74.5 X
<br />4815.1 X� p .` 4776,6
<br />�0� r 2� E 1/4xCOR, SEC. 25 1
<br />1 y
<br />N 1 ,31 000 9 ,1 11 I 8159 , \' \`, ^\ 20.1 ) 11 2 R M A N T 4]76.1
<br />b 4]sz.4
<br />I ' ' 26 64' 97.6 _ �1` - .. .
<br />IC
<br />(EL. 811.1 ') 89 q7'13' - -- - �.
<br />W 114 COR, EC. 25 - - -- - - - -- 1 -- - ti \I
<br />W
<br />64 R 9.0 90
<br />T3N, R64 4815 501. x _
<br />- -
<br />4777.0 IUI �E
<br />x 4919.6 I 40143 _ -_ -
<br />49 I x48008 � ,� � � .� _ - _ 4
<br />SED ENT
<br />E 7
<br />t��. x z.a
<br />x 48138
<br />OTECTI N 47]6.4
<br />x 47814 2 EL 780.5 47752
<br />X 1 N 46063 �� 44 x
<br />x4114.3 x 47 9 {/ {/ x
<br />I 4801.0 - 2 \ \ - - -,_❑ x4779.6 \ \ 47824 x4779.4
<br />1 v S �7
<br />xq7�
<br />1 I
<br />I RE � 471.2
<br />°
<br />8 •.2 O I x 4779.2 O
<br />817. N 4 95.E it - - x4780,3 4784.2
<br />x4821) x x48114 �, a' ° V`� III �,. y �< - � � 4770,5 Q 4779.2 is
<br />W ! : _ m, 1, 480.8 I , \ �/ ,8 411 X X . x
<br />_ �- x 4 5.4 /*!ia[L_°. 47935
<br />"_
<br />(EL 4112.94' - '... _ r a1 \ -- a7s DO x78°,6 47 -.2X
<br />ou O I 1 \AI
<br />'r1. >301.91 �) 4806,5 t0 I I �' 0 4 e,.�Yw
<br />47782
<br />1 I '` ✓� -�' �� � - �.'. 799 � G
<br />\ 448015 ° \ x47]9.5
<br />O i '
<br />4779.8
<br />\ -�
<br />4812.9 �
<br />I \ x 13.5 / 4763.3 x4781.4
<br />x D 4761.1 UVV 04781.6
<br />%]80.9
<br />?,
<br />x 4811.2 B I 1 ��.. yT
<br />p _ x 4787, 0787,.
<br />I ME
<br />_ 1i
<br />1 I ' '` O x4]]9.3
<br />47B24 �� x478 .5 R
<br />1• 1 • I 1 �(I _ - r� 2 H. 449.4
<br />2W I (� _ x 4776.9 Q
<br />Ja80 N _
<br />4822.1 2E 47 9 \ / x4783.4 2
<br />x �rp
<br />4785.3 x 8
<br />T 4]85
<br />2 e / 4779,8 x 4788.1
<br />I ( N
<br />1 4793.6 x 479\0 4783.0
<br />4797.6
<br />x -•1 7
<br />48252 x4823.2 I W- 4791.6 00 7
<br />1 0
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<br />I x4825.4 I �. x4
<br />1 E ° \ ]98 x 4799.2 1 ��
<br />x 4801.5 o x 47914 x Q (� n 4780.8 4
<br />1106 I x _ 4791.3 07830 lj
<br />5.261 1w 8253 � I Q2 x
<br />0 4786.
<br />0.1
<br />^ I I x4605.1 ]92.8
<br />48314 ^,� I 4825.6 x4825,6 I 4619. x4]99.9
<br />829.8 I ` ) x 4800.6 x 4793.2 ® X' q 4785,2 x 1
<br />I Q 4826.! I � J 7x 6 9O
<br />x4821.4 I D1 d I t8 0
<br />x 4790,9 3,8
<br />OI I x4791.9
<br />4782.3 ' O \I V 87.0 4789.7
<br />�)
<br />I 78 4]85.0
<br />4813.2 �' - �•. x x 65.
<br />4832. 4826.5 I 47
<br />1 O 1 ^
<br />4]93,3
<br />4813.0
<br />48115 4 90.2 _ i 784.
<br />x x x 4831.6 1 a m ❑
<br />D2 x48110 810.5 612) x49105 4790.4 4] 2.5 8
<br />N 1,314,000 i ® x4 13.6 I Q 1 61,
<br />4 a.2 �% x 4]83.
<br />I I 1 4]833
<br />\ 86.
<br />p � x 47915
<br />x 1 x 4824.6
<br />x
<br />47 -
<br />J48322 4834.1 0 ® x 90.4
<br />4828.3 81 48iL2 I x ° \
<br />4831.6 I x 4803.1 x ��� 4797] 4]932 y
<br />4629,6\ 4609,4 f��D 4 x4]825 47846 28.9 x48154 x48126 O I TOPSAND 1 °
<br />O %1 �--� 4]91,8
<br />4]84,9 0.9
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<br />I 4815.9 1814,5 Z I ® C)
<br />1 'I 6 00 m x4793.5 x4]636
<br />x4815.0 x4816.6 �� x4615,2 4011!
<br />4812.4 X
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<br />° 4d15.1 4809,6 x 480 47906, r
<br />1
<br />1 x x I 4608.8 <, x J 4782. D 47 O 47�y
<br />0 - -
<br />4813.1 1 x4]83.! \ \ � 1 478 2 I
<br />x 4819.4 D 4817,5 48056 I \ X V I
<br />4838.5 I X48 .5 x X1 p i 480].5 x ; X47852 x 1783.5 \� - -' ~ 04.9 x x
<br />X ` 9 4786.3 4182.9
<br />135.6 hBl7.ix x4814.4 48f6,2 I x4809 0 4785.0\ �4JH6.2 2
<br />I -O
<br />4799.6 1.3
<br />4 3 7 \- ~- I 481317 D - 1.,f7 - - -\ 792, _X4785.1
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<br />- -
<br />- - - -- - - -- - - -- - -- - + -- N 9'0 '35 "E 2
<br />S C. - -- -- - - - -4 9.3 - -- - ; -„ - -- 263 25' S 1/4 COR, 0 �`
<br />_ _ x -
<br />N 9 109 35 x4827,5 622.5 N 64 IN
<br />25 4800.9 J Q 4783.9 47s63 64
<br />- -`N, 64 W I 8216 m , N/ Q 47642 x4784.8 \
<br />C 1 4819.0 x 4811.0 x 4791 A V
<br />1 x 48165
<br />x4784.8 4784,3 6.8 4]8 x
<br />° 4703.6
<br />14.6 [[[��� % x 4837.1 x 830.1 x -� 4017.2 4784.5
<br />1 4838.4
<br />8236
<br />x 4819.5 -��- -� x 4812 x
<br />1 x
<br />1 ' - I 4814.4 ■ a Q 47841
<br />8365 1
<br />x c n9zsz 1
<br />� x 0 x I -. I I I , , 0785,8 4839.5 1,313,000 4]822 x
<br />6
<br />,
<br />4/86.3
<br />403 1 0 4]8].0 x 47842
<br />�. 48 x48133 4]846 x
<br />4831.0 0 V r 478 4.2
<br />4822.1 48213
<br />4825.4
<br />x
<br />°
<br />/ 4787.0
<br />B o x 4787
<br />CN 0 48099 �4 1 4786.3 8].0 4
<br />P o
<br />1 I 4816.3 ® ' x 4786.6
<br />40358 1 x4833.4 1 o Xp q, �498G'2
<br />Q I 48316 D I �' 0
<br />40382 x ]9 .9
<br />4839.6 I Q^ bx 1 I Q 4813.2 0 4786.4 478x5.3 4]8].4
<br />48152 X 4789,] x �VL-
<br />O 4F216 x478].2 (i'� (.px
<br />786.1
<br />84 9
<br />819.5
<br />i 35 p x x1826.1 4825,8 tityH 4 VA x479.1
<br />832.3 47
<br />4834.2 1 Q
<br />O,y 4786.4
<br />x 48ll.3 x 4791.2 x
<br />x 4836, ^ ' x 4787.7 4789.0 © 787.2
<br />V 4832.5 \ -_ ` e
<br />828 p
<br />x 6. 47 e% f l 4788.9
<br />44428 x4836.3 x4839.6 x4827.6 ®11 1 / 4792,9 4]8].2 1
<br />4842.6 48362 �q -_ 4822.25 1 x4]92.8 x Q %0 Q 4 © ]874 O x
<br />4843.9 4837.1
<br />` x4 6.9 ° _ I 4]8].3.
<br />X4789.1
<br />J r J x47 .3 x 0 x4787.8 Q
<br />4836.6 �c? I /J 1 / \Jl 4788,3
<br />LL41111x zs9 49341 ]937 4]89.0 - 0 39 I) SEE PERMIT AREAA P! x 4829.4
<br />X4 4 4835.6 483°2 � I •
<br />x48346 % ^ 1 >
<br />X x4836.4 1 " ,. B�'PENDIX A -1 FOR
<br />i r EXTENDED BOUNDARY
<br />843.2 49353 1 / a �"•"'C - - - - 1 O
<br />�8 .9 - /
<br />4840,9 x 4787.2
<br />47978
<br />® X P�
<br />_ 50. x I 4831 8 x 4806.
<br />I 4 ©35.1 O x 4789,6
<br />848.0 4834.9 , 6.2 2
<br />4858.4 x 484 L .9
<br />4860 ' O x 48016 4001.4 4 94,3 04.4 '1
<br />0 4 46d I ,4839.5
<br />1
<br />485E 849. 83n2.3 x Qf
<br />®0 8 4 I V _ 80].0 4 .i X 79 9 I 4790.5
<br />O I 8 34 49 I 4636.9 1 d 47@u g 4 2 4]921 ( x
<br />50 84 x l�}j O ° x 4795.1 � x I
<br />x X6316 �� 4801. ° OG 4795.8
<br />4851.9 8 4837.8 4840.4 35 1 - -� ��- 4.1 O 4799.0 479].! 4802 ° 4]9].3 i x4790.6 %791.2
<br />609 104 105 8
<br />x4851 D O I x4837.4 x4629.5 40115 480JA O
<br />4848.8 I I x 1 -. 4.6 CJ p x 4791.7
<br />485x `� 1 1 49, 4829.4 1 480 1 O 42083 4800 l = x4]91.]
<br />� 1
<br />x 55.4 0 0.3 I 4821.5 � ° z � /� 40 X � 1� 7. h OLLS x °7999 D97` I !i a x
<br />u rf 4789.
<br />4357.8 x 48589 I '9 9.6 484 I .� \ _ 4627] ® 092 x D
<br />3 O 4847,0 48443
<br />485 I p R L� C I 4825.8 48 x 4791,7
<br />49.8 4842. ? O
<br />4792.6
<br />4852. -- �� - - --
<br />I 45.4 -- - -- -.��- 8- - -z 4sz3.1
<br />ae45i D - - �- aezz2 't� 4612.9 �ryo 0z9. ® p
<br />�% IpI,�� n 8252% 42128
<br />4855.3 x 4 .I 4841.4
<br />% 'yttitl6l,) x4825. �
<br />1830.9 � 813.5 I
<br />x 48 2.2 46UX2 °
<br />485. 423].6 �`�51,, 4907,eJ�lJj 481
<br />x qg ®3 O 644.2 484. ! I _ 48 .8 x ® °°°��� I I V � 791.
<br />485]. 4860.5 iyJ I 83 O l
<br />58. 4666.3 x �� 4 1 5 x \ 4 6.3 \4801X3 1 86 40!16 1 4793.2 X
<br />5, W l
<br />X 465 48412 X o 46X5.2 O
<br />48458 48448 X6 O
<br />48602 4857.5 I 50x6 8 .9 ® 484 I 483 Cpl F 3 82]. 4 14.1 15,6 2' Bit . 40 4801.2 -
<br />1 x 855,3 4812,4
<br />40 4810.2 x 4812,1
<br />1835.2 46. 0 a 8 I I %j -�'�� 4816.3
<br />1 9 I - 12.4 I Q
<br />48 4 451 d
<br />° o o i o 0 I x
<br />1 ° 1 --
<br />r
<br />N ------------ 1---------- - - - -CO ----- - - - - -- ° o
<br />I -------------------- - - - - -o ---- N89'012'46 "E � �T
<br />E 6
<br />6
<br />------------------- , - - - - -- 2630.55' " IC 114 COR, SEC. 36 56 -J 46.1 ° 47976
<br />W 114 COR, SEC. 36 r - - - N89'012 46' E
<br />Lu I T 3 N, R 64 W Ill
<br />T3N, R64W I w w 1 I D
<br />620,6 Q
<br />I
<br />1 481 1 �✓ ]1809,5
<br />°x 1 Or 3 8145 4808.3
<br />3 I �� 4804.6 Fe0°
<br />1110 1
<br />°8113 4798,9 \
<br />iL0 f
<br />�1
<br />5259.48'
<br />S89-12'46"W
<br />I 1
<br />I I I
<br />�I 1 Iv
<br />CD I
<br />NI 1 I
<br />I I i
<br />I rot
<br />I N1 I
<br />I
<br />°LLJ
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<br />Ln 1
<br />nj
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<br />I
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<br />to I I
<br />to I I
<br />tLO I I
<br />IN I I
<br />I I I
<br />DH -122
<br />I WI ® I
<br />o (APPROXIMATE LOCATION)
<br />7,I
<br />1 i I
<br />I 1 i
<br />I
<br />I i I
<br />I I t
<br />1 � 1
<br />I 1 I
<br />I I 1
<br />1 I 2626.86' -1 SE COR, SEC. 36
<br />889 °15'57 "W - - - - - -- T 3 N, R 64 W
<br />S89'15'57 "W 2626.86'-------------------------------------------------------------
<br />------- - - - - -- --- - - - - -- - - - -- - - - -- - -- -- -- --
<br />SW COR, SEC. 36 --------- - - - - -- S 114 COR, SEC. 36
<br />T3 N, R64 T3 N, R64W
<br />The October 2013 Aerial survey of Keansburg 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 Reprolection 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 />Origins north: 1,318,616.5640 ft. X 36,498.977 - Y 36,412.435 -0.25 ft. at control point 1101 10/01/2013
<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: COORS2013
<br />DATE COMPLETED: 1/2014
<br />DRAWN BY: JGN
<br />APPROVED BY: CJA
<br />DWG NAME: PERMIT_Q1- 2013 -SPAw
<br />ECAMERICAN
<br />ENVIRONMENTAL
<br />CONSULTING, LLC.
<br />604
<br />
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