|
T--- - - - - -- - --
<br />- -- --
<br />- - - -�- I L_ I � 4791 s
<br />4801.4 4799. ` 4793 1 x 47$7.4 7
<br />- -
<br />a7as.i 2637. ? I
<br />R 25 x - - -- -- - - -- -- 4788.2 o
<br />T 6 W x4788.4 x4787.1 li
<br />I Q I
<br />4800.1 O
<br />x I 4 x 4778.1 II
<br />x 4788.8
<br />0 O
<br />I� 06 O 4786.6 79 O f
<br />4814.6 R81 I � I '
<br />4814.8 I \ /
<br />N 0 x
<br />8,3003
<br />w
<br />4814.5 �., z 4792.5
<br />_ 4794.7 1
<br />48 4. \ 4800.5 x 4792.9 \ \ x 4792. /L
<br />4792.4
<br />4woa.1
<br />48 4x3. I
<br />.. 1p 81
<br />'� 4790.9 �\
<br />4798.6
<br />4808.7 4813.1 I
<br />II
<br />x / II PIPELINE P ODUCTION' I
<br />j 48 1 EQUIPMENT
<br />j 480II.9 I I 481 .0 '\ x 4788.1
<br />x I
<br />48x0.5
<br />R I 802. I
<br />810 II 4811.3 81 .
<br />II
<br />II 4810
<br />II v39 -o
<br />II 09.0
<br />803 2'
<br />4815.1 I V x 4790.8
<br />II
<br />4808.4
<br />X
<br />0 813.2 4791.2
<br />4808.9 4811
<br />Q?
<br />��° -
<br />Q? D 4792 %5
<br />N 3 ,000 4812.5 x4791.1
<br />• 81167 4 1.0
<br />I
<br />CN II x 2. 4jso
<br />CN N 812. r,
<br />4R11 9 E °) '137. s xi4g10.
<br />` - -` - -- -`760
<br />- -- I ___`_ x 4762.8 -- - - -
<br />4/708, � N 114 COR S , 25 � l x732.3, DHg� T 3 NR, SEC. �5
<br />47736 4 66 1 T 3 N, R 64 W \ _ , R 64
<br />- -- - - - --
<br />- - - - 2637.03'
<br />I I
<br />4733.4
<br />4772.1 x I \ \ \� \4764.6 x 4763.0 I
<br />x 4762.9 x 4762.4
<br />4763.2 x 4764.8
<br />\\
<br />x 4764.6 \ � \\
<br />x 4772.1 O I� ��� \�V p x 47659 0 CD
<br />O O
<br />\ I \ \ \\ x 4765.0 d-
<br />- -_ -�' 4711 P
<br />w Lw N 36,000
<br />774.1
<br />LEGEND
<br />4774.3 II \
<br />RECLAMATION CONTOUR TOP OF TOPSAND
<br />i1 \ ( 5 FOOT CONTOUR INTERVAL)
<br />CEC PERMIT BOUNDARY (PROPOSED, 1996/1997/2002)
<br />4774.7
<br />-- SECTION LINE /1/4 SECTION LINE
<br />1
<br />I ---- - - - - -° PROPERTY BOUNDARY (VERIFIED 2006) REMAINING CUT TO REACH FINAL RECLAMATION
<br />CONTOUR TOP OF TOPSAND 2 FOOT CONTOUR INTERVAL )
<br />EXISTING PAVED ACCESS ROAD
<br />x773.1 (SEE FIGURE A THIS SHEET)
<br />9 \ I
<br />° _ -- - - - - -- - -- EXISTING LIGHT DUTY ROAD OR EQUIPMENT ACCESS REMAINING FILL TO REACH FINAL RECLAMATION
<br />1 - - CONTOUR TOP OF TOPSAND ( 2 FOOT CONTOUR INTERVAL)
<br />EXISTING FENCE (SEE FIGURE A THIS SHEET)
<br />EXISTING BUILDING
<br />I • EXISTING POWER POLE B PIT AREA OF - - - - - -_ FINAL COVER
<br />0 100 200 400 TOPSANDMCOVER _ TOPSAND
<br />EXISTING LIGHT POLE 2' TOPSAND
<br />APPROXIMATE SCALE FEET
<br />CONTOUR INTERVAL = 2 FEET
<br />4734.3 \ \ �! a��5 EXISTING GROUND CONTOUR 6' SPOILS
<br />\ I
<br />1
<br />11 7119 EXISITN TOP OF ASH FILL G SPOT ELEVATION 4 z \
<br />\ 3 ,00
<br />BOTTOM OF B PIT
<br />l I � s.v.9910 EXISTING "PINNED" HORIZONTAL &VERTICAL CONTROL., POINT \
<br />\ I 4779.49 4768.4
<br />x 4782.6 4784.6 \\ \
<br />- " -' -' ► - PERMANENT DRAINAGEWAY FEATURES & FLOW DIRECTION \\�
<br />SPOILS AREA \
<br />A A W- 1, - ______� EXISTING SPOILS PILE 0765.7 r
<br />4780.8 x' -� .. _ x 4769.5
<br />W.36
<br />l '1 FPW ® EXISTING FIRE PROTECTION WELL /MONITORING WELL
<br />AND CONTROL POINT TOPSAND PILES AREA
<br />qV 4792.8
<br />�\ xasls.l -i x \ l \ \\ '� 1W - EXISTING TOPSAND PILE
<br />(EL. 4810.72') I �' • 2 \ \\ d- EXISTING ' PINNED" SURVEY POINT LOCATION
<br />47873 f \ '` \\,\
<br />17'39 �I FINAL COVER 4770.3 4770.6
<br />• Z SUB -AREA BOUNDARY AND DESIGNATION TOPSAND
<br />47 .9 E N \ Area 1D (PER TECHNICAL REVISION DRAINAGE CONTROL
<br />4815.6 11 _ I 2 \ \ PLAN II, NOVEMBER, TOPSAND CUT
<br />1994)
<br />� FIGURE A
<br />\ NOT TO SCALE 4771.2
<br />I y \ x
<br />s,s. 1 ' / I I
<br />N \ x
<br />4778.5 x 4775.3
<br />N 34,000 � I 1
<br />8,.6 V " `�� �I N 34,0 0
<br />x 4814.7 Are 1B � x 47 5.1 T � O I , - -- � � x 71.5 � x 4775.3 I �-
<br />N o I N ll /
<br />W N N
<br />I I I (� 1 4776.6
<br />5 4199.7 1 A �E 1�4 CO SEC: 251
<br />O M x 4774.8 P
<br />48,4.7 I NV iY � � I I I � � � n�� 1 �k �... \�\ �.,`, :4779.0 '_ 4773.3 J _i / T 3'N'�f( 64 W /
<br />481 5 4W: I� M, MI 478.91 - -- ..., .. ..� ;;° I 89007'_15" - -- - 635.61; - PERMANENT'-EAST -- - - - - -- 92.®
<br />PERIMETEI�77�}dTCH
<br />2335 4' -
<br />W 1 co R, SEC. 25 - - (EL_41511.1 a') S _ - - - - - - - - - - \� - -- - - -
<br />�- \� V� VA �� .�� 7/7 U x4778.2.
<br />x 4775..3
<br />• n
<br />o � yi � ��� � �\T3 N, 64 W � - x4778,3 '" 47.2
<br />D I W /J� 4775. 81.0
<br />8,8132: 1� - - -- PERMANENT 8,o. 773.4
<br />- __47�,_ - SEDIMEf�`�P ROT TION 4775.3
<br />4780.9
<br />J - POND 2 WEL 4779.9
<br />W \
<br />4781.1 4760 x 78. .. �\ '\
<br />x 481 pa 12. I I y �\ - x 4779.
<br />1 48OWNG 1 / \ � \ \
<br />-. � z 4779.)
<br />816.5x � �1
<br />4817.3 4810.E 4 3. I 111 SP 481. 2`\ x'\ \\ x4779.8 .6 • ,/P,0.7
<br />f/ o x 4778.9
<br />x V1
<br />x 782
<br />473 3 1 x � //% � � � �� �e1 _ 1 \ \•. �O � , 4794.
<br />x 615. 3W I N N \ x .1 / 4807.5 \
<br />O x // \ \ a, 4780.2 I b� 478X.2• 4 i.
<br />__ �7
<br />(EL. 4812.94') a oz. Cp ' I 4805.E 1��- i /.�- .- A, - - - - 8,791 x 8,7783 I A 1 784.3 4778,8
<br />d JJJ _
<br />� 7
<br />E 4801. 4805. II i _ A�
<br />48 6.8 1' ` r -\ WEL • `\`\ 80
<br />I' 481`0. I z 3. ". i. 80 /� ..� ,.4780.8 / \ 4789 -r-
<br />, ' ! 4.6 � ��
<br />J 4781.1
<br />/ "I$� 1 ��� / 47813 I I \\ // s 4776, z 4780.3
<br />x4 3.2 I !� 6 A 813.17ti 48086 4781 4782.4 82.
<br />I // ' ^
<br />\ \ rn 8,.z - \\ N 33,000
<br />N 33,00 I � �
<br />(
<br />4780.4 4825. 8 81.4 4781.1
<br />410 2 07.0 47819
<br />1 4800.7 f I I i Q 7
<br />9.3
<br />4 9. 4. 4785.5 0 2W x 4782.3 � 0
<br />I 7
<br />4e21.1 82
<br />j 2 \\ p.80\�'\�' - x 8,78,2.,8, I 2 Q 2
<br />\tJ \ \ \ \\
<br />. .
<br />4780.
<br />6x 0
<br />I ' 778.5
<br />8,32.7.2 4822.9 +62.2 4783.1
<br />4 1 s 4819.0 4796.8
<br />x
<br />8,783.7
<br />I I \4J7s`'y a% i3d'' • 4779.2
<br />I \ \ \ I ^ I x
<br />/ of '\ • 4788.6
<br />482 3 I 4794.8 \\ � 4Ig0 4791 0 f � �' -16 ^ � j
<br />i 1
<br />i
<br />I
<br />_ 1 =2
<br />4628.8 � � I x � I 7 • � -- 2 47 3.12. - -
<br />x )
<br />4e22.6 1 E �; - � -� � -
<br />4805.3 4803.3 4800.8 4'98.3 -• - - -.- �-'�- -- - --s-` 332T 0= =�` �\ 83.2 4781.1
<br />x 4828.7 .4827.3 '1 ; II 4795.1 x 4791.3 - _ _-
<br />4820.4 W 4 x 798.7 �' -,� \ 818. x 4787.7
<br />4824 I 4804.8
<br />x 49 9.9 -p II I \ ' 1 4792.9
<br />.6 o
<br />" J 3 N 1 I 1 x 4793.3 sM - 1 \ \\
<br />I �\ I I p 4799.0 478 0
<br />^ x48002 I
<br />1 x 478,8,.4 I
<br />x.
<br />o `4825.1 1 4824.$ I 4810. 48p0
<br />x aF3(..6 1
<br />� I x I I I 127 U95
<br />x 4784.5 ! x 4791_1
<br />x 4788.5
<br />t
<br />8•
<br />789.6},
<br />4822\ 6 \
<br />479p
<br />N 32,000 47o 1
<br />o 4808.9
<br />4825.2
<br />4929.4 4810.2 I
<br />4831.9 II J --\
<br />811 s 7 _1- �_. fi-
<br />D x4823.2 I 4810.2 I I
<br />x 4790.7 1 • \• \\ �In
<br />4826.2 446MM 4814.9 \ I _ x 4790 I \\78 .391, \` �\ 4785.6
<br />x 32j12.4 {J
<br />\ / 4732.7 \ e T
<br />_. •48 4.8 x4822.7 ...,.,...� \.- 4 0. 4808.3 /� 4803.4
<br />i x r � � 811. 4811.5 1
<br />11 4825. * d
<br />4832. x � 4818.8 \ ._`� 4610 `r, \x'. � - �1 I \ �\ , � -- 11478E � 1jQI
<br />482E 4612.9 / TOPSAND \ I f
<br />x r. x x �_a \ -�4F7. IfT+L -'' =.T-- �_ .-/ i \\ 4Teo.i \ ✓ __ I
<br />\\\
<br />482e.6 ae17.s - _ \ l 1 I _
<br />x 4826.3 x �-- PILE
<br />,-_ - - 4 8,.4
<br />\ 4876.9 °814.8 z 4793.6
<br />• �49,4.3� �� I`v �`' @d___ � _ � � S
<br />x , 4814.7 1 O _
<br />x 48, .1 x / �.� Z �
<br />4624.4 4793.8 ( ',' 1 _ 4786. , \� -, `11 �- •I
<br />f , 4781.6
<br />1 x 4813.2 I
<br />4827.1 x 4873.7 48]1_2 -' I _ }� PI
<br />x 4F140. \ z ,` x= 816.2` - I % x
<br />'48A0 ® 3 x 4732.7 4
<br />_ - 4829.3 4822.9 4 14.6 9
<br />6. x 07.7 47 25 ;:4783 8,7 .5 I o
<br />4836.1 x D5 �\ \\ ` 4812.7 481415 - 4808.8 I 4806.7 4791 z 4783.4 e • V 11 1, �II I j
<br />4816.9 4813.6 x x x I tfI
<br />x x 4818.8 x x 4814.4 \ \ \\ x 1 4807.4 z 7 4782.8 I D
<br />4834.5 x 4825.3 x \\ VVV 1
<br />487797 \\ \ 481
<br />x4826. 4814.8 491 8,.8 I •� 4807 .6
<br />11
<br />48
<br />4816.5 \\ x I - - - - I x 4783.4
<br />x \ \ x 816.2 1
<br />4820 � x 10 I I x 4784.9 - '-"--
<br />832. - - - 1 4875.2 _
<br />A 4824.9 D4 - -- - I - 4 5 - - - - -- - -- --
<br />(P 4828.8 4817.3 Exf` • o
<br />- `�8 -36.5 -- t�° ". 4826.7 z _ - - -- - - -- - - -� -- 813.9- 17 %4 481.2- - - e i u -- -- - 'T , 'xTi763:5 - - - - -- �7 ,
<br />L
<br />_ _ q ' - - - 4 e26. ti 48,77.1 - 89 935
<br />\ 2 3 ` C
<br />'^ ---- - - - - -- - - -v3.4 - - -- - -- - - -- / 1 �3
<br />- - 263.8, �I S 1/4 COR, SEC. 25 I 48007 Y R 64 W
<br />\ \ - N '09 35 E :20.6
<br />T N R \64 W 332.5 �4s1s.o 4815. 1 T 3 N, R 64
<br />\ 4835. l x 4826.6 4817.3 I I z 4817.7 / x 4783.5 66. 5.4 �88 7
<br />IN 31,090 8,9%6.4 II O I N Sj 0 0
<br />I « 4784.3 4
<br />44818.8
<br />\ x 021.1 � x ii 17 x x 4785.1 4783.
<br />1 4828.4 4817.3 I << x 413.1 i$811.7
<br />^ 4836. 1 L,J (J 4811.2. I a1-
<br />x 4833.6 4827.1 I 4813.2 I x 4785.0 1
<br />4826.7 � J /
<br />4784.8
<br />x 23.0 I1 II / 482218 11 86.
<br />' ^ \, x 4818.9 96 Al 4813.1
<br />�j 4825. )1 � x 4818.8 .91 re x 4 3. �47 3.6
<br />x 483112 4835.2 483 x 1 x 4820.2
<br />x 4786.9
<br />x 4821.1
<br />0 �
<br />\ 4820.8 I 1 ✓ % x 4786.3
<br />4530.9
<br />N x \ x W4 0.7 48 20 I x 81 1.0 x 4790 -6 4786.6
<br />785.6
<br />4830.7
<br />4817.4 � � 86 x 4786.9 785.7
<br />x 4835.5 4832.7 x �- 1 1 I IO (\ _,I 786.4 �' x 4786.2
<br />I I x vv I I
<br />4839.1 4821.5 x 1 4813.3 \V '1 r
<br />4818./ 1 -_ - \\ 1 4813.4 ..4787.1
<br />\�i
<br />4825.0 \ \ 4784.5
<br />4789. ^
<br />483
<br />J 5.7
<br />-- - - - \ 1790.E 4785 -3
<br />\1 3. 48 -may 4837.5 I x 4816.9--u -y- , \\
<br />RCS ". \(/ '5 - --. - / \\ `\\ I x-- x'y.- -1 \ \\ x 8,78,3.4 4 • x 4787.2
<br />x 4835.2 y} / / � I
<br />\ 11 x4830.5 x48255 1' `\i x4815.9
<br />547.0 >: 4639.6 I 4830.8
<br />4827.3 .�1 \1 I 4791.7 47 8 VV 47872 S2
<br />4822.4
<br />.
<br />4 36.4 I 4833.6 �- - x %` \ \ \� -� x 4787.0
<br />I
<br />4834.1 / 4792.5 x 4791.0
<br />A x x / x\
<br />\ \ ,�1G II\ x 4787.9
<br />4831. -�
<br />II 7 ` 479
<br />4834.8
<br />8'41 _ x , 4787.0
<br />4. x I \� '� -:- � \\ x 26 •_. X90
<br />- x 4836. 4830 4827.4
<br />N 3)), comp 7 I '� -� /� �- \VA _ I� N 30,000
<br />/ ® 4792 -
<br />/ \^ � a ,._ -'/ n -^\ x 4833.4 \^\ �o � ,_ i % -�� �- •-. - -- -- - - - - -- - x 4788.3
<br />47 8,38, l( 1 x `/
<br />83 5 4828.5 1 4792
<br />A
<br />G' I \ 4 x 479a
<br />'` \
<br />- I
<br />�
<br />3 . n. I z x 1 )
<br />� I " x
<br />4839.9 i 1 4812° 48329
<br />\: 14792.9
<br />4655. x 483E O
<br />!I
<br />I
<br />4541,9
<br />4 � W° � o o m 5320 48,33.3 4832.9
<br />4541 c 48,2.8,.3 \ 4800 I
<br />( U 1
<br />4789.7
<br />3a.7O
<br />09
<br />z � 0 I� _ '�� 4797. '. 8 4802. „ 0 .7;1'1 .
<br />1 �
<br />00 _ hP 4832.3 x4833.5 48?6.g �, 4809.5 I I� I, R�90
<br />4 1 4839 71�)tJ 840 II � )� e �� _ x 4807:
<br />��r�1 ) _ a---x-
<br />I �. 4 39.8 •P 9(i 4.� \� ) II
<br />((LyL ,,gy�pp }1� V / / �,. I o _.(��0-y {p797.fi
<br />z hlli 'I1m 4 , Y 33.3 x x837.:5. ',..� �J ✓ Jt, I d' O . o l��y
<br />85016 x -,', +d.7 _, ae'1 3 'j - II 48 1
<br />I� Jf
<br />__ ___
<br />4855.0 x _ • f,: 4306.7 XCP j �;I I / Y91� `� x �� !I 8t ���- - --. _ 1� x 47905
<br />u24.9 48, s.o 1 4923 v �
<br />4 �x 145-1 839.0 O 1
<br />1 •:e, 4832.3 � 1
<br />4840.6 ,� tl tlnl �(r Q ,x.
<br />x 484
<br />yy x `S 4- 8,2.0 3
<br />I , 0 i nsea 5 r 1 °�
<br />D o
<br />aes7., 4834. 0-4844.5 I
<br />1 °. x 47313
<br />4833.
<br />8 48 %9.3 x 483. 4 11.5
<br />N 2�,ff(3 4637.9 851.x p o o �© ( �� 31.2x 4798.8, 1 479 N 29,00
<br />/ \\ 4812.8
<br />1 r
<br />x 488 9 N
<br />x 482
<br />4853.4 / A 1 48'1 859�.4 gg0 A 46 . m 0 I1 \ II VA 4832.8 � � 4e4 o1 x 4870
<br />4831 iililf Y x 0 °U Il I
<br />R x 4793.1
<br />x /7 4807.2 �7
<br />° I. p I�. it
<br />° °
<br />S
<br />C'T 8143
<br />4794.9
<br />I ae15.s U V I E 1 C R, C. 6
<br />0 0 0
<br />I j1q 0 o q _ -------- - - - - -- -- - - - - -- 6 t --- - - - -- N89 °46 "E---------- - - - - -- 26 55' " C 1 4 COR, SEC. 36 W 1/4 COR, SEC. 36 - - - - - - - - - - N89'012'46 "E I T3 N, R64W I w w IT3N, R64W \ O
<br />1 •_ 4801 v \
<br />I I R
<br />8OO =.5C L0
<br />(yam I Ln
<br />0o I I
<br />Lo I I I
<br />I
<br />S89012 4611w 5259.48'
<br />I , I
<br />I , h
<br />DTI I I
<br />of 1 N
<br />NI I I
<br />I I I
<br />I I I
<br />c6 I
<br />L-01 1
<br />I I O
<br />�I O
<br />O I (J�
<br />O I
<br />RECEIVED
<br />I FEB 2 5 2010
<br />I
<br />Divisjurl and Safety n
<br />I I I
<br />to I I
<br />ILO
<br />I I I
<br />I I I
<br />i I DH -122
<br />I I ® I
<br />I wl 1
<br />o ('APPROXIMATE LOCATION)
<br />I o1 I
<br />I z °I I
<br />I I I
<br />I I I
<br />I I
<br />I I
<br />I 1 I
<br />I I I
<br />I I I
<br />I I I
<br />I I
<br />2626.86
<br />- � SE N, SEC. 36 APPENDIX Q -1
<br />S89 °15'57 "W --- - - - - -- T 3 N, R 64 W
<br />889'15'57 "W 2626.86' _ _ _ _
<br />----1-----------------------------------------------------------
<br />S 114 COR, SEC. 36 COORS ENERGY COMPANY
<br />SWCOR, SEC. 36-------------------------------------------- - - - - --
<br />T 3 N, R 64 V T 3 N, R 64 W RECLAMATION CONTOUR AND
<br />DRAINAGE PLAN MAP
<br />REFERENCE:
<br />COOPER AERIAL, TUSCON, AZ.
<br />10/16/09
<br />AMERICAN
<br />-114_ ENVIRONMENTAL
<br />AEUCONSULTING, LLC.
<br />1
<br />
|