-\ 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.,,? ( )
<br /> I \ \�\ x 47,_J_ „- `.1 \ EXISTING FENCE
<br /> l
<br /> 8 9.6 x 4 13.0 x 481, i '�_, \ 1 47$7.9 ) . x,7,,5.
<br /> a 99 __ � X4 „6 1 t 1 EXISTING BUILDING
<br /> x4$ .0
<br /> < '\ "- a `_ I B PIT AREA
<br /> 79,2.0 \ • EXISTING POWER POLE % FINAL COVER
<br /> X 47F G X 4 TOPSAND
<br /> I BOTTOM OF �••
<br /> o x \` 1 TOPSAND COVER
<br /> _) ��`1_1__� X4� 715' EXISTING LIGHT POLE �____ 2' TOPSAND
<br /> r \
<br /> Q I
<br /> 4 x 4795. X 4790.9 j
<br /> t` i 6' SPOILS
<br /> ', 813.7\ �\ \ "�� �11g � .--� EXISTING GROUND CONTOUR
<br /> \ ° 1 , x 8�.1\ .
<br /> \ \ \ ` \ \ TOP OF ASH FILL _ -
<br /> \ ,� X ,!A) EXISTING SPOT ELEVATION
<br /> r,47911.
<br /> \ \ I ,.,x D q x 4783:9 \ "\
<br /> \ x4313.7 � • 'I
<br /> 1 BOTTOM OF B PIT
<br /> \,, Ix )�'- \ X4785.7 \ a H.°•9m0 EXISTING "PINNED" HORIZONTAL & VERTICAL CONTROL POINT
<br /> I , x 09.2 `1 4778.48
<br /> x4 /�) x4\
<br /> - � �\ \ \
<br /> , ' -4 0,, ' t \\x47,1.E X478 0 \ \
<br /> N \
<br /> SPOILS AREA
<br /> h
<br /> _ \ \
<br /> "' \ `,, I/ � \ ^ A ,f'^� q - EXISTING SPOILS PILE
<br /> ` ' SU a \ v I xa' �) f-1IV1 VV - 1
<br /> N ` 4 \ 4 EXISTING MONITORING WELL AND CONTROL POINT •
<br /> L 'y asc7.7 4,:;i,4 \ D EX T FINAL COVER _
<br /> W(:" ~ \ -'� i H (PLOT PLAN LOCATIONS PER KUCERA & ASSOCIATES, INC., . 11
<br /> TOPSAND /
<br /> 481` c'f - \ PERMANENT WEST
<br /> i \_\ �`` ,, 12 81 AND BE&K TERRANEXT GROUND SURVEY 1996 ,
<br /> ; , _� ..�i / / ) 15 TOPSAND �a768,66
<br /> M „ 1 cH PERIMETER DITCH
<br /> x4815.8 I I;I ��'' I- - LFH 1 � EXISTING DOMESTIC WELL AND CONTROL POINT SPOILS CUT
<br /> 1 I4
<br /> (04782.2
<br /> 782 2
<br /> 0
<br /> - �)
<br /> ^�`
<br /> ^ k/ FPW
<br /> r
<br /> �' p
<br /> /// `CT xasl7:a I{ ( / /r , C�51�
<br /> 780.0 EXISTING FIRE PROTECTION WELL/MONITORING WELL _
<br /> I l / X 20 \/ I AND CONTROL POINT TOPSAND PILES AREA
<br /> 4;
<br /> !! �� \ dk EXISTING TOPSAND PILE
<br /> �v! - 22 �� �., 0 \ , � ® EXISTING "PINNED" SURVEY POINT LOCATION
<br /> 810.72 f -'
<br /> ( �� 0 2� \i i \ M FINALTOPSANDER
<br /> ® I °' � .t_ Q X4782.6 Area 1D _ ,
<br /> } 2s ; 4 t_ °` `, SUB-AREA BOUNDARY AND DESIGNATION
<br /> :, O
<br /> - n
<br /> $,5. 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 _ ��-� _. E 0 SEC, I
<br /> \ � 6 _ 2�, a \, I 1 � �'
<br /> BERM EN ST PE CH
<br /> ,
<br /> 1 II
<br /> } �, �{ 5 4 `` (` ��\� I 3 N,a R 6'4 w 7;12
<br /> _ �/V X` 1.. �,____ r _ x 4• �� J 'AN T : ,�_ R METER DIT �--
<br /> N 1,316 000 u1 0 I I, `\ 2 635. 6J-_L
<br /> i22 4 - ___ .-.._._.-_ - - _ _ '--.__ - -....._
<br /> 4W
<br /> 811.14')
<br /> (EL. �: 7 1 x-. `' �\ \ `�. __ - -- - _ _ y' \\ _.______`1 " _ 4777.3
<br /> W 1/4 COR, EC. .25 64 - _ --- - )
<br /> s
<br /> T 3 N, R 64 `�W � i .,,.� � __ �- -_ .\� . T�3 �,� ,� F_______ ; • 4,- ,, �_.-.-r"l x�J`�,y�
<br /> R W ,- --�
<br /> \ '
<br /> \ 4 �\��, x 4772.4
<br /> \ x _
<br /> 9.F .1 X480'S �/ _- � „
<br /> I � \ 4 1 . �o N, � \ � ERMANEN� � \`I
<br /> i \ x4813.8 ,� r L. 9 ) �� ` - SEDIMENT F�ROTECTI�N
<br /> 2 ' `� -- \`�--POND 2 �11EL � x 47Jz.5
<br /> ,) '�. a% �� I x 4775.2
<br /> i 1.
<br /> ' / ,;,- ..� �"'�..�_...<_� ,..,74.3 "4--9_ /� x 47 .4 x 4779,4
<br /> \\ 1'1� ~_ a LONG- 21�1 � �``, \-� �__� i � V\
<br /> I o P `
<br /> g r
<br /> 1 4
<br /> _
<br /> ` �- , x 4779
<br /> \ . 2
<br /> _ x4 71. x4.51, I � 1 ~\ \ � � I `1 �,\ a.,
<br /> 1
<br /> \ � 16 .,-- / . __ ��. _ 83_
<br /> (EL. 4 12.94')• '
<br /> N
<br /> /G _i
<br /> ,n .
<br /> ,
<br /> �_ I \ (::�___ DOM\E 4 -1�5
<br /> - �, - w �`I
<br /> a �` o
<br /> , ,av = ,
<br /> • I I ( ,�^ m �M r..� 1
<br /> \ j -
<br /> ,
<br /> -.._ \ 1 l ; .,,.._..� 2 _.`... � i '\, �\\ -�, :, ' x 4779.5 w 7 8D.
<br /> ,
<br /> . IN � I - , \
<br /> t+J
<br /> ,
<br /> X�,
<br /> --j )
<br /> yn �_ �r / o �, '� / t `O 0
<br /> j x 481 .2 V i `P i 22 J; \ �t .J/1 ( �. ,\' \ '(�'►� \\ } �,...�----/'
<br /> 1 /
<br /> . --- z
<br /> �-� i --�
<br /> y -\,� �� ( \ I, I (N 1 `, A A' - �. `!\\ -�_ / t�� " n A /ram f l i �� 4�7 .7 �-
<br /> I
<br /> 3E ��
<br /> ' � 1 :��
<br /> � -'� , '.. � t "`�x478 .5-- �.�` -
<br /> '` S \ C\ � ,, ( ,, / \ / --�,` �.f'1\ X��'y78r'4J � `i. I GO �, _J x 4 9.4
<br /> •
<br /> �) )
<br /> it
<br /> 2YV - 9776
<br /> I i\ ,_ � J J 'L r/
<br /> I - I\ ,-.------, / \,"
<br /> r , : f
<br /> r
<br /> \
<br /> ,
<br /> ) x 47R3.4 �\ \ 5
<br /> ��_
<br /> t__ \I 1 �,
<br /> I
<br /> o I 1 ,�
<br /> \\\
<br /> \ I I / � \ 4 a,5 1 `\ v_ 7S4,8 \\\. 47$8.1 / /
<br /> vvv I f ) r
<br /> L __ / _
<br /> �4
<br /> ' x 817.5 ,� V ,�
<br /> ;' x 1 //�� '11 /
<br /> �� 1 •1 �1�, �- � \ � d \\ � \ X88.61 i
<br /> I w2 _
<br /> i ''"„� �_
<br /> i , v
<br /> .. , ` �` "� `., x 478..E - - ' ( - n
<br /> I � \ �
<br /> I 4•�nl _- \ _ �,
<br /> -� ;
<br /> IN, ,, r
<br /> , t
<br /> 1 _,�
<br /> ,48'53 ' 5 A ___ --! � 1
<br /> , 1106 !/"�
<br /> `'ry
<br /> QQ��____ 611 -
<br /> I �i.4➢Q5. 1 W �.I... \ x X 4
<br /> / �, .. 786.
<br /> _.
<br /> 4' 2.8
<br /> . / e 4:_�., x 4799,9 _�M Y Y __- ``v _ __ __ _.._._- "\ 1 _- -�
<br /> ^^ x4825.6 SF .0 f - „
<br /> i• } I _�,___-_ - / �` x -.a0.6 x 4 r.3.2 _4 - ; O x 47$5.2
<br /> �� ,:4-
<br /> i
<br /> I `
<br /> -- 11
<br /> \I
<br /> 1 ''\ � X ,
<br /> ,
<br /> \ ` 'a �\
<br /> �f
<br /> 1 1 1
<br /> \il"
<br /> 8 � __._ _
<br /> \ , 1 ° -.--- ; / r \ , ` \ \� x4789.2 '--...� 1 - 1l4 x. ;b.l'� -1�
<br /> V ,� I- � �t V ti �9 r ^v
<br /> o \ -
<br /> ____ ,- I Xd$sE . ,j , ) \ _.� x47 .;.7
<br /> o �; 11\I ( t .
<br /> i � \I . - � Q13 \ __, II __ /"__��, k 'I-," ..-
<br /> " 1, ��j / ,`` i \\ >a 11 i /-' - _ __1__ x 4811,6 \` `'`.,- .a �`'�� `\ JL _
<br /> D2 ?i! _ '\, v.4810.5 \\ \ \ \ d <a r'
<br /> -N 1 ,314,000 i \ ® � 4R1 1 c- `•� ,f �� \ ,, \1, Co 0 0 `\ \
<br /> J/
<br /> ~J `+ I 1
<br /> ,S E = -
<br /> 1
<br /> x 4.=2.}r ,
<br /> _�
<br /> , /
<br /> i `
<br /> I /( - ,r- -� J -/ r ,:,,£ ,._ � , \\ � p x47 3.'
<br /> Y i
<br /> J.,8..._c ,
<br /> f :
<br /> b, � _j ii _1 0
<br /> 0 ( �) t _ /cam \. 1
<br /> i
<br /> 0
<br /> "
<br /> 1� I I V 7
<br /> _`\ - , PIL d u
<br /> 828.9 ` - _� 1
<br /> (\ \�� 1 z
<br /> L_ �\ \"`
<br /> - - 11 ,� i _
<br /> „a
<br /> --v
<br /> 4 �\\ Q
<br /> �, \\ i �\ G.._., �'---.,\ __... ,,.., n� c 1--- \.lr "T \, , d ' x 4783,1 - - 1 51 '` L-_
<br /> / \ T O
<br /> V -- "• A I /
<br /> D -_ -, _ ,' I .
<br /> y x4S19.4 � X4PJ,`, '- ��y
<br /> � t
<br /> I �\-J, 4e05 S3.s 1 i7 _
<br /> •��
<br /> I - _`�,_ ~ x 4,1 //j ! x 478�,2 .... `\
<br /> 0 t \ 7i,t,___�
<br /> (� \
<br /> •V �� f A.._ ;<D7, -^ \ x 481a,7 . ,,�
<br /> 8 r
<br /> _ \ /f, _
<br /> 3_- ____
<br /> \� - - - x xa818. � + '��,.._.. � N 9*0 '35' 2 C,3, ,,SEC. �25 -VM
<br /> - - - - 263 25 x4$22.5 $15; �. S 1/4 COR, SE 25 7 '� T!._. 1�1 64� -,
<br /> EC. ...:� N 9 09'35" ' ��- (
<br /> \ X 48PTS `\ �l J !V r�;. 64 W 1, �^ --- U 1\ X 4784.8
<br /> II' tttJJJ V
<br /> ,,3. N, ` 64 W .., x 4821 s 4,
<br /> X�4,,,,\ ` x 791 . < x478 .2
<br /> \ \ \�\ x 4__ \ x 47$ 3 x 478 .
<br /> \ �� '� 1 �� r:4__21'71 x.481&5 _ ,��'^2 ,'\� \ "_�•"""�__ �.. \ x4 0 x
<br /> \ .( *}�
<br /> '\ I 8 S4 x 8?O.i X:4 23.6 \ �,` �.,. �"_" I,- 1_ O 1_
<br /> ,_
<br /> vv �I
<br /> y r x4
<br /> -�\, � �'
<br /> `,�\� ( \\ -'-,/ 0 --,---- i I - `__ 11J, t/-1, \1 � f L.-I), �_ , 7 u4%84
<br /> ,,,�-.g
<br /> Lr�l � I 1 (
<br /> \ i 1 ,313,OQ0 :,;6.1 �-- \ \ \ \ I \ \ - 4 _ / -- x47 .3
<br /> \ ,C` \\ `� J/ '�"_-`.-. 4$ 4.0 '41 4k' 1 _.. 1 \ r � 1 }\x �,__
<br /> -
<br /> r.4P31.0 \ \ `=, \'�. i t J I �\ �.-'' - '#8:i `'e ,
<br /> \ \ I ( \\\,r \ �` ~1 ' } I / �,__
<br /> . 1. \.r� X 47$
<br /> /�^•��
<br /> �� ,
<br /> - ` ` �J I 1, '�\�"`,_,-__".- �,,,4 x 4 7 e7.0
<br /> ` V �\.
<br /> �\ ty \ /\ 11/� y_ x a^K 3.4 ! �. �.,� \, ,,, o Aa) U x 4 1.,.3'" x _. "_..•..-,_.� / J.�\ ' \� / `� _, { //'- - I �y4786.2 x 47$�_.t
<br /> �,. , I � V / I \ �v \ © A
<br /> % �'' x a838.2 \ e`.�_ "� \ 11 ( G �� x 4813.2 �'.
<br /> � \ \ �� \ \ �~ J \ � 0 V x 4 : r j_
<br /> 4ts24.1 ( � x-472'ca,7 I � ( 'D I \ �_ \� 11 - L, _--- /1 A V
<br /> r/ �,___9 ----_,__ --/,\\__,, (�.___,I \ I)i�___E�___
<br /> -- -..,\ �_,
<br /> \ I v' 9 x 48 1, (i d, 6.A ) ,:',q f, \ \;----'r CN `/ �\
<br /> i V - 7 `v
<br /> \V - A'C "`-'� \; 1 /"_ I1�0 X 4793.1 ^_� A_l11 am .,..
<br /> a $ v _ _ - A x4f.- r -
<br /> ,� x 4791,2 .. . t ^ ..
<br /> \ a -- _ _
<br /> l -
<br /> x 4B.n 5 - \ -
<br /> 9
<br /> i
<br /> \l ,
<br /> t \ \ ',1
<br /> k
<br /> i
<br /> ( ��_ i
<br /> - .-
<br /> 8?_7.6
<br /> G x 4 6.2 ` 4792.8
<br /> I 1, o
<br /> - - ^-.�
<br /> 1. % ---, . __ \ I " I..� 17\- 3,,-1) 1 1
<br /> �,_,.. 1.� 11, I , �.I�j, , - '1100, ,-,-\ ., --- \ i
<br /> I l ____1
<br /> ;\ \ \ �A_ . _ _ .. .. -
<br /> .
<br /> 1
<br /> �;,
<br /> - , ``, 11- e29.4 f_ �� \ \ � EE PERMIT AREA MAP-'', -_�,zc /�
<br /> ;: r
<br /> i/ . a F \, III �. // _ 7 APPENDIX A-1 FOR
<br /> -
<br /> \ �`
<br /> i o ` \ ` -- __ - -_ - E NDED B ARY
<br /> ,
<br /> - I \11, \ \ (
<br /> 1.
<br /> - -
<br /> ` \ XTE OUND
<br /> �.
<br /> ,_
<br /> I-
<br /> I�t�, '�� \ t �'� \ \ \ xC3
<br /> ,, � X � �� �� X n
<br /> - - - _ --
<br /> \ \\
<br /> x 4 60.8 14 9 v �\ l ` r` \ \\ �I I I I
<br /> O / \ ^�� � a I x 4801.E + -
<br /> fi\�� \ 1 \, i a li I I
<br /> p '\ I ) �``,. x 4;3,,, �� x 483 -, + I , i -
<br /> I }I .� / �� a i 1 �, 4 Id I( G0 \ 31.8 1,111
<br /> Ix 4790.E
<br /> x 4851. 3 m `\ `; X 48'29.5 ( \,
<br /> \ 8. _ X 4835.8 y .:` i ...._r \.�^.r""„- k.,. ��! ,1 1; I l i I �-'7 j/ ` { x 4791,7 791,
<br /> 4 , k
<br /> x 4854, Q _ i ,y, I .,i 7 ; x.,,.
<br /> X �' 9,8
<br /> - C 1 e f ;:I i I 'I II 1� /l,p � 8 `
<br /> O
<br /> I,
<br /> 11.,
<br /> + �78
<br /> ;
<br /> \ L,
<br /> .�..., a �ftlwm ' ,1' r q
<br /> a
<br /> \\ I \ i C ' \^, ®4828.01 ' / ; i '� x 479
<br /> �43
<br /> 1 4c 3 \ ���^,. .._.i."�.� r� ./ �- 1.'"�, -- 2 . 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 />
|