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-\ x478 .8 \ _,._1 . .�� .,L___...,._-,___ _._ <7 u <br /> ) ) � � 11� � 1 > 1/4 T 3 COR, S64 W 5 <br /> ' x 4783.3 \ _ ., / ,� ,� <br /> �� \ N S 5(�I <br /> - _ _ <br /> DH96 <br /> 47.,6 �� --� ' -11 2637 03' __ - j <br /> T 3 R 64 W <br /> , 1 �_ - -.---. _..___ - - ---___,� _._ <br /> - <br /> - <br /> lo <br /> 7 / <br /> _ - - - <br /> 4.0 __- <br /> C ^11- <br /> SEC. x 4 8115 ! ,___.___/_,, `\ I <br /> �fl' x q 7 xgi87.5 4;Wiz' .` I \� / 4763:3 <br /> >:4�,3.0 1� i"V ( \ ., <br /> � C� / � <br /> ` (f(/ l <br /> 79 3 x a777.r' `y, <br /> t \ <br /> 7 � \ X 47 7 0.` • / <br /> I -\x � 1 � _ , , x47h?9 <br /> f\ V <br /> 79 L3 `\ \ <br /> �- L- \ . <br /> , <br /> \ \ \ "'----� \` ;•-1 i' x 47714 x 476 ,4 \ ,,,,_ ... <br /> x 4 . .5 x 4814. \\ \` ` �x 47� 1 f ~\ I <br /> \. \ \ <br /> x4- 4; x 199, \ - � . � x4771.2 \ ''',_ <br /> \ +4�<7, X47 \"__'\ <br /> �/ <br /> <\ - LEGEND <br /> <4'91,8 <br /> ---`� ' � � \`\ I �.._ .�-�'- �..- RECLAMATION CONTOUR TOP OF TOPSAND <br /> N 1 ,3 ,000 \` ' - '`.\ \. ,,47G� \� xR11 3'P 476-' CEC PERMIT BOUNDARY 5 FOOT CONTOUR INTERVAL) <br /> - \ 8, y 1 ,,4"e9.6 I`\ \ PROPOSED, 1996/1997/2002) <br /> r,1-794.1 O ' [ <br /> $49 � ` \ SECTION LINE/1/4 SECTION LINE <br /> t a 1 <br /> --) \ X47='`5 \ \\\\ 95.6 , ,� I - - PROPERTY BOUNDARY (VERIFIED 2006) REMAINING CUT TO REACH FINAL RECLAMATION <br /> 4%13.2 \. \ <br /> \ x4771.6 16 -- -` CONTOUR TOP OF TOPSAND ( 2 FOOT CONTOUR INTERVAL) <br /> �` .47$$.s � <br /> \ `J <br /> \ \ 47` ` ,-.j `\, \\ 1 \ I I EXISTING PAVED ACCESS ROAD <br /> xLc 1 e 4'jl^ \� (SEE FIGURE A THIS SHEET) <br /> �" % � REMAINING FILL TO REACH FINAL RECLAMATION <br /> '� \ d EXISTING LIGHT DUTY ROAD OR EQUIPMENT ACCESS 2 ------ ( ) <br /> " .1 \ \ x47$9.3 i ` \ \ C�EE GUR� A�HISOSHEET 2 FOOT CONTOUR INTERVAL <br /> '�7" --j � \ \ 476.,,? 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G4" PER TECHNICAL REVISION DRAINAGE CONTROL <br /> EL \ \ ` \ ( TOPSAND CUT <br /> I I 3� Naj �I 4795.412 1. '� ` I PLAN II, NOVEMBER, 1994) <br /> x4^o17:2 \\ i \ W CI \ w FIGURE A <br /> , <br /> ` I , <br /> V <br /> _,,, \ ...� \ 1\ <br /> �\ <br /> a /1 <br /> I <br /> y <br /> • C' r-ti� .11 <br /> y\ s�,� r 'v� , - J o <br /> .r`y R <br /> N % it 4775 <br /> '` x,)�` \\ Area 1V - i, _� )` I ^`" t �'` `�,� , ,9i1 n- \ x4- .,.- . <br /> \ 1 V , 1 A A A :4'....9 x ./79.4 �l 8 <br /> L>� � � � �I. 1 \ X. A.� ( V D y.:4773F I i ,�-.,._ <br /> \ � ". -' � v _ ��-� _. 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A ,A `, ; ', F�hu y 'I ' I <br /> \\\ _ <br /> - c, <br /> -- ---- <br /> x4845.1 1 O _--•,� �_--� � ;I © \ : f� X } � � I <br /> � � I I <br /> _ / 1 \ <br /> x 4$55 C" - x�+ \ � �_ i �''� � �' - �'` 483D. I � �• � h►k� D - e <br /> x 4 53.7 "'.. / tir _ -� J!{ I I c'� t `�•. , \ \`\ ` } 1 I , <br /> d f �. t! ;It ,,.,� 1;;: tp;. f - :�> I x4r 3.2 �✓._ <br /> 119 <br /> frf � S I , , mot, <br /> �.. "--`._./' ®a8 2. ,:: '"' ! I I: `.1 I I:. , ,, ,I: ,� . � I, 1,:, � �.. _..`- r/r <br /> ,5_� r ( } �1 i t V, ( ( E \� i ( t \ t1' \ jt A <br /> I� 1 <br /> 1 I I <br /> 48575 � \ ;11 \�y: :. I-- <br /> �. � 1 11 x 4815.E �,;.. <br /> ---x JI x 4 5a6 jja r I I IV -__ I. I i ' I��•i II� 1 x) \ X'- �' �\ �. 4 <br /> (�43 9.9 I J I� `����llU !�' �� I r a 5 x a 1 . 1 <br /> 1 9 11 <br /> ::4,55 3 ° j, ij � � 1 L J� UU -:�*T�j - \ t�l <br /> 1 ' 4 4 � p x 4$10. 8 � p <br /> I UUU f C'3c' � <br /> I , . I I I D <br /> 1 Q j 0 - �,'q� <br /> 48i ) `� I x 47 5, <br /> o \\ ^-1,i `�- �_�, i ;' �I ' o o `� E i jCI 1QO E 6 <br /> I O cr 6 � 4$18.0 \� - - - ' T 3 k 6 <br /> -�- cv N89'012'46"EV j 9 I .p:,l ` \ X�a,97. <br /> L - -rri - - - - - - - - ,-, „ -r7 2630.55 '� C 1/4 COR, SEC. 36 I"i I It, ����I ;'" % I '\ V e <br /> W 114 COR, SEC. 36 N89 012 46 E \ <br /> T3N, R64W W I� w IT3N, R64W w \ \ o � 1 \ `111 Cl <br /> I x ._ I <br /> r\ <br /> I �. j / <br /> �' e.10212 <br /> ttw I I > /'7�-, I \ I '\ � If i C---\ <br /> (0 I 485212 x. y I J <br /> �J <br /> � I I <br /> I0 100 200 400 1 I <br /> APPROXIMATE SCALE (FEET) I I <br /> CONTOUR INTERVAL = 2 FEET <br /> i <br /> I IIn <br /> �I I I� <br /> `0 I I <br /> `°IN <br /> I "' I I <br /> I <br /> � I <br /> I ^W <br /> � I I CN I <br /> LO I I I d- <br /> !� I I o <br /> � I o <br /> C) I I o <br /> o I <br /> oI <br /> z I I <br /> I <br /> I I <br /> I <br /> I <br /> I I <br /> I , <br /> O <br /> N1111" I1,410 <br /> r �15 <br /> �i <br /> ���`M ,1000.e <br /> DH- 122 I �` �� <br /> �� Z. <br /> I �u & I ��s�aM�l;,11a <br /> I <br /> /'APPROXIMATE LOCATION) I <br /> RIO <br /> O <br /> ZI <br /> I <br /> I I <br /> I <br /> I I <br /> I <br /> I <br /> I 2626.86' I SE COR, SEC. 36 _ <br /> I s89.15'S7"w - . _. ____ _ -- - -- T 3 ,� R 4 I�� APPENDIX Q 1 <br /> S89'15'57"W 2626.86' -i�- __-- - - -__- -- - - - - <br /> _ _ ._ , . <br /> SW COR, SEC. 36 - - - - - - - - - - - S 1/4 CDR, 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 /> CLIENT: COORS ENERGY COMPANY KEENESBURG, COLORADO <br /> PROJECT: RECLAMATION PLAN <br /> The October 2012 Aerial survey of Keenesburg Mine was complied and triangulated on Colorado State Plane North(surface) PROJECT NO: COORS2014 DATE COMPLETED: 2 2015 <br /> and reprojected to Local Mine Datum ruining the following report: DRAWN BY: JGN APPROVED BY: CJA <br /> DWG NAME: PERM IT_Q 1-201 4-SP.dwq <br /> ,:�, <br /> Horizontal Repletion to Local Mine Datum: Vertical Reprojection to Local Mine Datum: <br /> Translation north:-1,282,156.5640 ft. Nate: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 fit to match Local Mine Datum. REFERENCE: AMERICAN <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 /> Original north:1,318,616.5640 ft. X 36,498,977 - Y 36,412.435 -0.25 ft.at control point 1101 10/11/2014 --17 7_ ENVIRONMENTAL <br /> Original east:3,280,875.3930 ft. X 40,568.000 - Y 36,460.000 1.273 ft.at control point 1103 1CONSULTING,LLC. <br /> Scale factor:1.00 1 48829949 X 41,733.435 - Y 28,217.937 -1.834 ft.at power pole <br />