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LEGEND: <br /> \\ x��,\'� .,`♦1,\. \� �\�\\_\♦� .�� \ ti".. :�; � ,•� \\\=ti__ _ = ,��\\..�� -�� \\\, ` _ ,!'.-�Be�-.---� EXISTING GROUND SURFACE CONTOUR AND E4 FEET (AERIAL SURVEY) <br /> '`\ ��. \ � p \, ��-\`` ` ;\.� a !i♦\\\` � `1 -= `���.�\\�;��,�;�\•'� '� EXISTING GROUND SURFACE CONTOUR AND E4 FEET (LAND SURVEY) <br /> \.\�\ ♦♦.\\\\� f _,�\ _ /r - - y .✓•�/ I ���1 ) �� \♦\�\\\\\ ISOPACH CUT CONTOURS AND EL, FEET <br /> ISOPACH ZERO CUT/FILL AND EL, FEET <br /> \ �. �\ \. \\ \t•r , \� 1� 5 �\\\ \, _ EXISTING. \�•\\�\� �\ ♦:' " \ :� Q � \ <br /> \ ISOPACH FILL CONTOURS AND EL, FEET <br /> OVERBURDEhT ` �\ \•j\\��, j <br /> \ �. \\.\ \ \� \ IS t ;��. - `- - . - � a,�" •,,.=�,- �� _ �"—� ��` ` \\�`� \0\\\\ i" ————— DAYLIGHT LINE <br /> STORAGE �\�\ � \\ \�• <br /> �`� \\ \1 \t�I C' •�� -_ _ ti��-_,-��— �, %��'�_- _ �\\��\\\� ,AREA EXISTING UNIMPROVED ROAD/TRAllS <br /> ♦�\\ -- � _ _ � � ��` �,\ \ ♦ } / /' EXISTING DRAINAGES <br /> ti__ _ _-�-� �� "- -!/_��' _ �\\\•\�\�\\\\��-� � � \ \ \�\ 1� � � EXISTING GEOMEMBRANE LINER LIMITS <br /> EXISTING GAS LINE <br /> 1l , •\ <br /> -ee EXISTING UNDERGROUND POWER CABLE <br /> ,t ---� \\,\\•� � T��2 -��--��� �: ... _.:� •�-%f � � .. .':,... � %/ i ii/�/� //�� "�%•/ �� r� ?'r'� � ,'/ -f--E EXISTING POWER CABLE <br /> 't(1 ` \���;\ 4:-�_•� -tT\ ✓ /��:/ I"' r�// ✓/ i -//�' 'r�' / ���i'� iO-O--0� EXISTING FENCE <br /> -1 EXISTING CRIB WALL <br /> 1��//� STATE HIGHWAY s� <br /> NOTES: <br /> 1. THE� ISOPACH CONTOURS REPRESENT THE DEPTH OF FILL THE <br /> TOP OFIN THE SOIL LINER FILL SURFACE IN AREAS W <br /> l <br /> WHERE SOIL LINER FILL WILL BE REQUIRED AND FINISHED <br /> GRADE EVERYWHERE ELSE. SEE DRAWING A120 FOR THE <br /> LIMITS OF THE PROPOSED MILL SITE EARTHWORKS SOIL <br /> 1 J / // ! LINER FL AND THE FUTURE SQUAW GULCH VLF SOIL <br /> LINER <br /> 2. SOIL LINER FILL HAS A MINIMUM DEPTH OF 1'. <br /> 3. IN THE AREAS OF THE FUTURE SQUAW GULCH VLF SOIL <br /> 1/ 1,- ✓f 1 i I ���1, �♦ VA A 1� (( ( �� , V LINER FILL, THE CONTRACTOR WILL FILL TO THE BOTTOM <br /> I A1J��,, � / J' 11 )) r ) � t //�/7 .,\1 t � �� �•-51, �` k OF THE FUTURE SOIL LINER FILL AS PART OF THE MILL <br /> ^,',� SITE EARTHWORKS. <br /> ,y ' ''I I r r 4. THE ALIGNMENT OF THE LINER ANCHOR TRENCH WILL BE <br /> ADJUSTED IN THE FIELD FIT AS REQUIRED ALONG THE <br /> CREST OF THE LOB AND EXISTING HAUL ROAD TO MINIMIZE <br /> THE IMPACTS TO OPERATIONS. <br /> "— <br /> �j )!i <br /> p a 200 0 200 400 FEET <br /> RE"RENrE: <br /> � 1 <br /> Ex r NG CrOUND TOPOGRAPHY WAS CREATED BY COMBINING THE FOLLoW:N,,r, <br /> PEFROM FUrrESIGH BAS POOP! SURVEYING,I-- /L <br /> SiiuAN GVI.CH BASE TOP() - PFieU'E r REr,SED.OW'C �V <br /> MAR-11 14,2010) <br /> i..y _-_� �/ �•/ :�//1, // �� \ , ���1 \ l \ �\ a Il ,,\1\\�.� SOVAW GULCH EAF 1OPO PHASF 2.DwG <br /> �.^ <br /> (ill CV A4RIL 24 2010) � �! <br /> `/ /q � 1• // SQVAW,:ULC11 RASE TOP(, PHASE 3.OWG <br /> I ))• (P V MAY 4 2010) <br /> ,,CV iDC(7 EXPANSION 72 29-t <br /> - D NORTH ARCA.OIN.,\ " <br /> (RI CV JANUARY 13 )p11r�,7 <br /> l4 \ .,i^.,`..\, l�' c`� 1 SOUTH AR_A,I)WC <br /> CiV TOP LXP AN�IUN 01 �2--1 <br /> SH6i T <br /> �Lr( ,.N JnvJ RY B ) NA1. <br /> REc <br /> PEcvP�ulr�7i 1^oiwc <br /> (STING VtF j �. A30 r;5i S- .��J \~�` \\` + 7va r xPnNsiina e �7: l Lowe <br /> E _ )3. <br /> OME�.I�RAN ���.�- -; J � � /-• /\ 090Re cOMOATE 9oPo 1M E Uu IS,D'4c <br /> LIMB o r �'•,�.. :rs. �o,o FROM CC&,v) CLIENT <br /> CRIPPLE CREEK <br /> _ GOLD MINING COMPANY <br /> PROJECT <br /> 3 8/16/12 RE-ISSUED FOR CONSTRUCTION JNM MILL SITE EARTHWORKS <br /> TIRE <br /> v My�- 2 7/10/12 RE-ISSUED FOR CONSTRUCTION <br /> f/ � v ,r LIMITS OF GRgUND'suRVEY >,, vv..,��, � �, JNM OVERBURDEN STORAGE AREA <br /> PROVIDED BY FORESIGHT r \� �v -�;=r-. / 1 �� JNM <br /> / f / t. = TOP OF GEOMEMBRANE GRADING SURFACE <br /> W RVEYIN ." 1 3 02 12 RE-ISSUED FOR CONSTRUCTION <br /> EST SU G '�"- ,\�, ,`.' / / cMr <br /> 0 1/24/12 ISSUED FOR CONSTRUCTION JNM CMT <br /> ISOPACH PLAN VIEW <br /> i /1� / +rl / / -.. �.._.� / .�1`) �... ������4•�\., JNM <br /> 1;7T // ��� %� / / `, r `IAA v,• DISCLAIMER DESIGNED BY CAR CHECKED BY <br /> +� //� -I �� / �'J'/ / \ / ��� /it)I I{��\� -`�„•-1 �� AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE <br /> USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS DRAWNBY CMT APPROVED BY JNEFFORTS. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH <br /> TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE.ANY ALTERATION OR FILENAMERAMILL PLATFORM TOPOGRAPHY SOLE ADAPTATION <br /> Wm10UTAANY CORN�OR LLEGGASL RESPONSIBILITY OE AMECSER'Sameo74201125KM02 A150 3 <br />