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<br /> \\` (.. � \ \�r :r� .\�,, \T .i•_-\�,,s.\ V�;\�t'`•�=ice ./+.r. �� `����\��_ _ � _ �\`�~\������..�- \ �\\�--=�`"y__.
<br /> LEGEND:
<br /> IXISTING GROUND SURFACE CONTOUR AND EL, FEET (AERIAL SURVEIL 7,00a
<br /> �, '. "�\ � - ^ "�� -- .�- -= \ � "�" �--�•- \ ~ .. EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY)
<br /> PREVIOUSLY CONSTRUCTED N GROUND SURFACE CONTOUR AND EL FEET
<br /> -.�` \\•��,�\\�`\\ - Y-' �- \ \ I ! \�\\\\ �\��\� �',S 0 '- ISOPACH CUT CONTOURS AND EL, FEET
<br /> \ 1
<br /> EXISTI
<br /> ..�� \ \ ,, \1 \\ �,�\ ;_� j-.�•y - .., ,_.� \ © � - :� \' \\� \\ •` o� \ �--� ISOPACH ZERO CUT/FILL AND EL, FEET
<br /> OVERBURDEN ��� "\\\
<br /> ISOPACH FILL CONTOURS AND EL, FEET
<br /> STORA
<br /> .AREA � � \ \\\\`\ � ------- DAYLIGHT LINE
<br /> \.\ \ ,�'i\ .� -,�_ ._ ,M1 .= I < ✓ �; / =-;--_ _- \\O �'\�\ �\ `;\\``,` \\ \\\\`\ ? /i'�/� ROAD EXISTING UNIMPROVED RAILS
<br /> ��. l\� `. \�: •=�1 \ _ � --- `s" -'r' ��--;=_ __ �\��$,.� �`�\ \\ \ ��/ice �
<br /> \\•� \\�\\\\\\�, n�'�� � —. _;-�:�/ %'�� -._ - �\.�\�\\�� �- _� \_ \.�. \\ \� _;�"�/ � EXISTING DRAINAGES
<br /> / I\
<br /> '.\ _ %i:��". '�� \\\\:,,\ ``1-ram` '�.,.�"-Z� - -�.r� / -� - \gip\�:\ \\ �\`�i/ �•\C\ �'�\`)\)�\�' �- �_.—.,.i ISTING GEOMEMBRANE LINER LIMITS
<br /> �---- , , „%r \�\ \� \�\� )i' Sal \ �
<br /> • \\ ��� 'CFI:_.. V,�, f �
<br /> EXISTING GAS LINE
<br /> �' �.\�,\\� 1 \\~,\,•- �. ``\'�\`-� _ \'.�--,--ice
<br /> EXISTING UNDERGROUND POWER CABLE
<br /> -���\`�� `-�'���-� � `� '�-�w "�n ' �i%�j '/> �/ '-� r/I �/'1 t✓ / rl�. E--f-e.---f EXISTING POWER CABLE
<br /> EXISTING FENCE
<br /> �C �\`�_'4 �.� -;- . � � ..-,�--�---�-j`' EXISTING CRIB WALL
<br /> r > s"7 �, �, ��� STATE HIGHWAY 67 r // nJ
<br /> /�
<br /> rr. •-� �.i�`\- �� 1�.:\_ -\ -`� {',>1il:f �;�/ P.:. %X� / �:�''!/ I� r/� �-'i`. J�; � it � i,`i�� -'\ I
<br /> -
<br /> -=
<br /> ! "\' � �`�-_.�`-~ �,• />` j f 1f�i f/rI�/.r, � rl�/jI�� i / r s' ��I� !,/ /�f�L, / ft� � b' NOTES:
<br /> "�- v •��^-..`_- e - r ` _.f f� � , f �!I�•_I � f--/ / / rf � � /�J �/i 1. PROPOSED ISOPACH CONTOURS REPRESENT THE DEPTH OF FILL REQUIRED TO FINISHED GRADE.
<br /> V1 V J ' l I NIl �i/•f'/ • i�,-f 1�r/ 1L/1 r' // 1 c!f ' !' \ / 2. WITHIN THE FUTURE MILL AREA, FINAL GRADE IS BY OTHERS. THE CONTOURS WITHIN THE FUTURE MILL
<br /> �� „/ ni. �„t _/ I/1`/ 11 % .r /rift r•i'lf/�1 ri/rt'�1 ; .' v � 1
<br /> f I Ill r,Fr l:r•r ! �jrp �,r/ yr I r, 11/Ii'r// 1. t ��� /: /, �� s / tf AREA REPRESENT A ROUGH GRADE.
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<br /> WALL ; /! -�j}
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<br /> th, 200 0 200 400 FEET
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<br /> FROM.G FORE TO.' ` H WASRVE CREA L, COMQ.N:tC TEE _T•�� ••���'
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<br /> PROJECT MILL
<br /> OLDSITE IEARTHWORKS
<br /> 3 8/16/12 RE-ISSUED FOR CONSTRUCTION CMT
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<br /> TITLE
<br /> LIMITS OF GROUND SURVEY /r`. .. \ 2 7/10/12 RE-ISSUED FOR CONSTRUCTION �,� OVERBURDEN STORAGE AREA
<br /> PROVIDED'BY FORESIGHT ��.;�-'4% \ T 3 02 12 -I UE FOR CONSTRUCTION JNM
<br /> 11 FINISHED GRADE SURFACE
<br /> WEST SURVEYING \ / / RE SS D DMT 0 ISSUED FOR CONSTRUCTION PLAN VIEW
<br /> ISOPACH
<br /> \� l r/• /, '1 ��j/ / /; --�, /- \ 1/24/12 C
<br /> DISCLAIMER jjffDESIGNED BY CMi CHECKED BY JNM
<br /> US
<br /> PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE
<br /> USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS DRAWN BY CMT APPROVED BY JNM
<br /> EFFORTS.RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH
<br /> m TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE.ANY ALTERATION OR FILENAMERAWINC No REV
<br /> MILL PLATFORM TOPOGRAPHY SOLETRISKNAND WITHOUT OF THE ANYUAB OR �ttSORFLEGAL R THIS ESPONSIBILITY TO AMEC AT SER'S aM4
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