|
Al
<br />479IL5\ IN 114 CO ?5 1752.9
<br />I
<br />9003 47;n 47 7 5,1 0.x47736 . T 3 N. R 6'4 W �2Z4 00, - - - - - - -- - T 3 N, R 64 IN
<br />4801 4 4798.0 4793.1 x 4787.4 - - - - - - - =k: - - - 6
<br />x - - - - - - - - 2637.03' 65
<br />�311L 62
<br />2637. tw x 4769.4-1
<br />1 R, 25 x 4764 6
<br />� R 4787,1 4789.2 0 4772�1 .4763.0
<br />4788L4
<br />T 6 w x 4762.9 x 1-762.4
<br />0
<br />4800 1 -'76�,2 .4764.8
<br />4 4778.11
<br />1\ 47138.8 4764 6
<br />0
<br />0
<br />06 o 4786.6 4772.1 1 0 0 0
<br />4791.4 0 0
<br />4814L6 x
<br />x x 4765.0
<br />4814.8 1 Lj 1.76,1
<br />x Ld Lj O N Lj
<br />N 0 4800 36,000
<br />4814.5 11 47921115 4774.1
<br />x
<br />4792 LEGEND
<br />4814. x 48 .5 4790.2 1774.3 RECLAMATION CONTOUR TOP OF TOPSAND �� \ � \ � -� \\ \ J � x CEC PERMIT BOUNDARY 5 FOOT CONTOUR INTERVAL)
<br />PROPOSED, 1996/1997/2002)
<br />SECTION LINE/1/4 SECTION LINE
<br />308.1 4774L7
<br />481 x 3.5 a 4790.9 x �4 �(9 x PROPERTY BOUNDARY (VERIFIED 2006) REMAINING CUT TO REACH FINAL RECLAMATION
<br />f EXISTING PAVED ACCESS ROAD CONTOUR TOP OF TOPSAND ( 2 FOOT CONTOUR INTERVAL)
<br />4608,7 4813.1 4788.9 (SEE FIGURE A THIS SHEET)
<br />x
<br />48 .1 EXISTING LIGHT DUTY ROAD OR EQUIPMENT ACCESS 2 REMAINING FILL TO REACH FINAL RECLAMATION
<br />CONTOUR TOP OF TOPSAND 2 FOOT CONTOUR INTERVAL)
<br />4809 481 .0
<br />4788.1
<br />I I io K X EXISTING FENCE (SEE FIGURE A THIS SHEET)
<br />4793
<br />8,
<br />\ O' 8 4810.55 • 802. to
<br />4911 3 CO
<br />"o x 8 0 4772.3 EXISTING BUILDING
<br />4911 3
<br />II 4810 4789.0 EXISTING POWER POLE B PIT AREA FINAL COVER
<br />-------------------- -
<br />163 BOTTOM OF TOPSAND
<br />0 100 200 400 EXISTING LIGHT POLE TOP'SAND COVER 2' TOPSAND
<br />x 4790.6 mmmm
<br />APPROXIMATE SCALE (FEET)
<br />f CONTOUR INTERVAL 2 F`E�
<br />4808.4
<br />7 4791.2 ',70' 5 EXISTING GROUND CONTOUR 6' SPOILS
<br />48 . 08L9 4811 x .0 813,2
<br />\ \ 4783L9 TOP OF ASH FILL
<br />' 4 \ 792.5 4784.4 EXISTING SPOT ELEVATION 67.
<br />N 3 000 4512.61
<br />x A a\lb-- x x 4791.1 3 00
<br />x BOTTOM OF B PIT�7
<br />^y I \ \ �\ H.S.9010 EXISTING "PINNED" HORIZONTAL & VERTICAL CONTROL POINT x
<br />2,,' A x 47B2.6 47846 1 4773.48 4768.4 \ _ \ \ 11 - ;190
<br />x 48111 FINAL PERMANENT DRAINAGEWAY FEATURES & FLOW DIRECTION \ \ SPOILS AREA
<br />4789�4 4765.7
<br />430
<br />4811.5 /M W- I EXISTING SPOILS PILE J�,
<br />48149 Lc) DH96 EXISTING MONITORING WELL AND CONTROL POINT FINAL COVER
<br />x 0 1 /,�l & -0,
<br />EL '481 .11 ( ENT WEST (PLOT PLAN LOCATIONS PER KUCERA & ASSOCIATES, INC., TOPSAND
<br />PERM 4f,
<br />\ -! I / 2 PE E, ITCH 12/81 AND BE&K/TERRANEXT GROUND SURVEY, 1996) 15" TOPSAND
<br />/A w- x 1 \, I L FH# I EXISTING DOMESTIC WELL AND CONTROL POINT SPOILS CUT-/
<br />4780.8
<br />x ,47695
<br />�� 1 III F - �- < / / \ \ \ j., \ \ Ir x. ry FPW EXISTING FIRE PROTECTION WELL/MONITORING WELL
<br />48 AND CONTROL POINT
<br />�,v TOPSAND PILES AREA
<br />N
<br />x48 51
<br />24 lw ------�EXISTING TOPSAND PILE
<br />EXISTING "PINNED" SURVEY POINT LOCATION
<br />1.810.72') 6
<br />,___-FINAL COVER 4770.3
<br />\ 4 9 Zb TOPSAND
<br />J ......
<br />1 4783 9 SUB-AREA BOUNDARY AND DESIGNATION
<br />(PER TECHNICAL REVISION DRAINAGE CONTROL
<br />Area 1D
<br />30
<br />TOPSAND C
<br />x 48156 4 UT
<br />PLAN 11, NOVEMBER, 1994)
<br />46.3 FIGURE A
<br />4771.2
<br />1� I I ' � � � � A \l 'i- V � �v NOT TO SCALE x
<br />1778,b J\
<br />x 4775.�
<br />N 34,000 N 34, 0
<br />,�j L 11,
<br />7X80. 6 BB
<br />Area 113 1 X)�71.5 1,775,J
<br />814.7
<br />114 CO� SEC 2�. 4776-6
<br />4771�8 4773, -3-11�
<br />814.7 4779.0 PERMANENT EAST PERIMETER777DITCH T
<br />CIV --P 64 W
<br />88888 35.6 1 9004
<br />4W 479 ,,L8 9 0 4777.62
<br />48115 (EL. 8� 1. 14') Iff 2635.64 ,
<br />W SEC 25
<br />V� vv 4765, 1
<br />1 J N, f H w 47788 �b� 47742
<br />\ x X
<br />4813.2 .4775.2 773.4
<br />PERMANENT R I
<br />47 SEDIMENI x R(-
<br />�-T, TION
<br />x 4779,9
<br />NU- I E J/ WEL,L' x 117� w \1
<br />48002 4781 2
<br />x
<br />S A Li
<br />A J�
<br />k5116.3x
<br />4810,6 8 1780L /1 \� 4779.8
<br />4817.3 co x 4 778,9 x ►
<br />4784
<br />1 815. X 47S0L2 47812 0 x
<br />I (EL.. 12.94') 778 9 84.9) x x
<br />4779 1 D�OM E 44 15
<br />El 1876, :� �WEC
<br />4 (El x 1780A -780 lk,
<br />cp 4
<br />4810. 4
<br />x
<br />1 48 1. 782,
<br />x 781.3 77R X 4776. x 4780.3
<br />4762,4 r\
<br />x
<br />N 33,00b
<br />_7 N 33,000
<br />25,1�
<br />- I 2--` -- I il I n 4 811.1
<br />4782.6 x x
<br />x 4780A
<br />x
<br />4767.2 2
<br />478i.9
<br />4785L5
<br />2W -)�:l I I 7 /
<br />4782.3
<br />4821,1
<br />x 2
<br />X 4/82L8
<br />�l 4780� 0) ; o �� � / 1789.7
<br />4827.�2 778L5
<br />4822,3 x 478j.1
<br />2
<br />�\ _
<br />47V 4
<br />4824 4
<br />4791 0
<br />1p � ( -) \ -L_ \ \\478
<br />lb
<br />-- 11 86
<br />4823.7 4783LIX - X�
<br />4828.8 7�-
<br />18215
<br />x
<br />�805,3 44 83.2
<br />x
<br />�80�"3
<br />E
<br />�8i9,0
<br />4823.7 4795
<br />lw z I x 4791.3 Z x 4787.7
<br />00 4798,7 t4a1
<br />0
<br />48246 ;/)2.9
<br />x47913 sm I x
<br />X 479Y,O 478
<br />----- 4784.8 //, 1\
<br />4800.2
<br />4784.4
<br />1
<br />q) % - �� v A �� �\ Fv �_ �� \V\ �. w \� \
<br />x
<br />yv v T
<br />x4830.6 3o
<br />824 G ��_, \
<br />4788.0. 4784.5
<br />v\ \\ \, J.� -� \� N 32,000 47Rn
<br />2
<br />9
<br />1 16. NJ 3
<br />x x
<br />482- 2
<br />47A,2
<br />4829,4 �l
<br />x 4805A
<br />4B31.9
<br />3.7
<br />uz x4823.2 -8E0.2
<br />4790
<br />lq$� I I 1� .479,0 V�- ------
<br />X
<br />9007
<br />�21 4785.6 �\ ����----yy-- !3- ��
<br />w 0
<br />480 .3
<br />•48�4.8 4822.7 x JE
<br />V Is 11 5
<br />---- i X4809 6
<br />'125 I ) \ I . ��
<br />4810
<br />x 84
<br />x- 4821 0 1 4812.9 v TOPSAND
<br />x \
<br />4828
<br />x
<br />PILES
<br />x 4826.3 4316.9 4814.3 =:4 x 4793.6 III x N u
<br />4814�6 14.1
<br />48132 j 4786
<br />�24.4 4813. 7 0
<br />47 1
<br />13
<br />48271
<br />47�115 Lrol�
<br />.4792.7
<br />4"7�2.5
<br />79 5
<br />4 B36.1 x ol 1
<br />7 1.6
<br />10
<br />L
<br />4 3 1 ) I .. x I I� \�
<br />482 4 14.6 07.7 783� • 1
<br />4812.7 4814.5 480. 8,8
<br />D5 4813.6 480
<br />• x 4818.8' 481�B �O X481�4.4 6 4783,4
<br />732,8
<br />483�.5 4825.3 4816.2 2 f ,
<br />4826�9 4814.8 48148 -iix�77.6
<br />481 x 16.2
<br />&) x 4783 4
<br />4815,2 478 8
<br />4.9
<br />48
<br />8-�8, 7 7x 4.25 'SE�C R, S�C. 25
<br />-'*- 7783"
<br />11 4
<br />832. 4817.3 4 3.2 x
<br />R 64
<br />'OR EC �T
<br />114 C �,v S 5 4A00.7
<br />'644 N�09'35 "if 4820.6 T 3 N. R 64 IN
<br />4
<br />48
<br />8f
<br />4828 8 4826.7
<br />32,5
<br />T \3 N, R \ -:)a 4815.0
<br />35.� - - - ZC34 T.2I� 4817,3 4�78�b, 1�88 7
<br />4121,1
<br />x A a 4817.7 4783 5 x 4784.3 5,4 4SI.1
<br />x \ r '0 0
<br />N 31,000
<br />()4 21.1 x4795.1
<br />4.836. Iii i \ \.J x X 0.81.5.7
<br />5,1
<br />-4820 -��l 4783.
<br />48'
<br />4827LI 1 4817 3 �
<br />�1828 7�\ �J � lz I x 4785.0
<br />x 4822.6 1 1 � 4784.8
<br />x 23.0 11818 \q x 12 4813.1 1 6
<br />7
<br />QO x 4818LE 81 x 0133.6 • 14
<br />V,3 6
<br />4820 2 x 4786.9
<br />483 /483�.2 4825. 4821.1
<br />4P20,8 e
<br />811.0 4 790.6 �1- \ \ x
<br />4830,9 0.7 x 4786.3
<br />30.7 x 4786 9
<br />/\ \ 48 Q�4785.6 x
<br />4 327 � J48 7 el 785L7
<br />4835.5 4766L2
<br />x
<br />4
<br />\ �� 7 _ z 839l\ - 4821 5 4818.7 1 �I J W6,4
<br />4113L3 .4787.1
<br />x 4825.0 - - 4789.2
<br />478
<br />x ,(b5.7
<br />3 48 45,31 5 4790 a 47853
<br />� \\ - �x
<br />461 B.9 4816.9 ) I J. X 4786L4
<br />x 4835.2
<br />x 4787,2
<br />\�\7o)
<br />-77 - - �� \%
<br />1830 5
<br />x 4825.S5� 4815.9
<br />-5 4821,,6 315 0 1 x 4791.7
<br />x 182i.3
<br />4841.0 4839L6 f
<br />CC
<br />x 1,970 478
<br />111 48X22.\4� x 4737.2 88.2 4787L0
<br />48316
<br />4834, x \1 4792.E� ,4791.0
<br />x4787.9
<br />ff� x
<br />453�.8 1po LLJ
<br />x 4831.1
<br />478711,
<br />4792.6 7
<br />x
<br />4827.4 Q2 -- _ \� \ N j I -- I \ \ - 47922 4
<br />i 1 484 1\
<br />"Do 4831(L
<br />N 30,000
<br />4788
<br />�,n
<br />9 4832�8 4B285\,
<br />4795.2
<br />I�M' � � � - 1 C A \ \ >� � V � � �� 834,
<br />tt t x �-/56,6
<br />. / 7 F
<br />x
<br />4855 • x 4832.8 48329 11111b 789.0
<br />x \ � x 4789.1
<br />I 4832LP
<br />1792
<br />\��__A 4792,8 A A� �__� �-
<br />1,828,6 33,2 I �i� 0 ��� ��\ 1��11� 1 ';il
<br />X0.9 x 4Boo C.
<br />C 4 33 3
<br />4347. 1 4838.8 0.
<br />�ee
<br />x 4789.6
<br />484 4841. 4832,3 x
<br />���.' ^.839. 71 \ 4x / \ `��/ j ��` 826.9 n..
<br />48095 Y'lLPIP
<br />�o
<br />r nkd-e d-" / \ I 4 1 x 4790.4
<br />847,0 tin
<br />�j F-11
<br />0.5
<br />33 3 4631,3 4818.5 L�4BOO,
<br />85Y -01
<br />'5�5 \0 t
<br />x \11 1 4855 7.
<br />i 1790,5
<br />454 7.
<br />.5 IV
<br />4824.9
<br />4833.3 x 4798,9 x 4790.8
<br />x
<br />CD
<br />'840�6 42.6 v�) I
<br />0.5 x 4B1 I
<br />x ': -
<br />cl - , I )l I 'o
<br />�� s °\ 4796L6
<br />4851.7 In, Il,� F, x 479
<br />4pi.5
<br />4797L3
<br />N 2/9,1?M P.8 831.. A7lf4\N 29 00
<br />2 ii COoq
<br />4 53.4 8 5 9.. B 4839. x 4797.1
<br />86
<br />4806.4 .1793.1
<br />822.6 k lf�j
<br />\�� 1f �� n������I�. Il. i� .I .7 II, \ -� 4798.6
<br />(� 1 /V' \w� %�� �� IX����� 1 �1 �� ��� I 1 1 �072
<br />pill 11111 puill x\4811 3 4801. 1
<br />00.5 'o
<br />I
<br />�794.9
<br />4815.5 0 1 1 E 1%4 c R, 6
<br />CD C) CD 1-4 T J NI\
<br />c
<br />0 0 - - - - ----- - - - - --
<br />w - -
<br />--- - - - - -- - - - - - - - - N89' 1646"E
<br />IC 114 COR, SEC. 36
<br />26453� - - - - - - - - - - - - - -
<br />W 114 COR, SEC. 36 ------ - - - - -- N8
<br />------ - - - - --
<br />- - - - T611 �� �8 �,^ 1 i / \ 1 \,\
<br />Lu ij bi L 4804.6
<br />T3 N, R 64 W IT 3 N, R 64 W 4801 6
<br />I id �� \ �0 �) 151
<br />J4 2#\ �l 11 - , 1 -1 1�� ) 4801 x u ; l V Y7 II 4 OILL7
<br />00
<br />IL
<br />Lo
<br />1 1 �7 1 5259.48' 1
<br />S89012 46 W I I
<br />I I
<br />1 11
<br />Lo I I
<br />(61 IN
<br />NI I
<br />I I
<br />I I
<br />I I
<br />1 C6 I
<br />Ln
<br />Q)
<br />Q) Q:)
<br />I 0
<br />c;
<br />Lo
<br />clq C�l
<br />DH-122
<br />(APPROXIMATE LOCATION)
<br />"Cove
<br />FEB 28 7n19
<br />Division ut
<br />PAinimg and Safety
<br />S89*15'57"W 2626.86' 1 SE COR, SEC. 36 APPENDIX 0-1
<br />S89*15'57"W - - - - - - 2626.86 - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- ---- - - - - - - - - - -- - - - -- - -_ T 3 N, R 64 IN
<br />SIN COR ' ' SEC 361---------------------------------- - - --
<br />6 - - - - - - - S 114 COR, SEC. 36 COORS ENERGY COMPANY
<br />T 3 N, R 64 T 3 N, R 64 W RECLAMATION CONTOUR AND
<br />DRAINAGE PLAN MAP
<br />REFERENCE:
<br />COOPER AERIAL. TUSCON, AZ, AMERICAN
<br />10/19/11 ENVIRONMENTAL
<br />��� CONSULTING,LLC.
<br />
|